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Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ADDENDUM NO.1 1
December 4, 2015 Garvin Design Group 1209 Lincoln St. Columbia, SC 29201
ADDENDUM NO. 1
The following items shall take precedence over the drawings and specifications for the above named project and shall become a part of the contract documents. Where any item called for in the specifications, or indicated on the drawings, is not supplemented hereby, the original requirements shall remain in effect. Where any original item is amended, voided, or superseded hereby, the provisions of such item not specifically amended, voided or superseded shall remain in effect. General
1. The following people were in attendance at the Mandatory Pre-Bid Conference held December 1, 2015, at 11:00 a.m. at Coastal Carolina University, Kline Hospitality Suite, Brooks Stadium, 540 University Blvd.: (Original Pre-bid Conference Sign-in Sheets and Contact Information Sheets attached at the end of this Addendum).
Shawn Godwin Mark Avant Rein Mungo Margaret Jordan Terry Buchmann John Poston Emanuel Evans Joel Randolph Ty Burton Amanda Voges Nate Spells, Jr. Matt Brownell John Sheahon Lynn Wesche Pat McAlister Rodney Hyman Truitt Hardwick Jay Bird Harris John Gourdin Henry Mills Jimmy Wilder Jimmy Prince Roni Abdella Zach Cromer Tyler Anderson Daryl L Camby Jason Therrell Brian Riedy Eric Scales Stewart McIntyre Mike Illes
Coastal Carolina University Coastal Carolina University Coastal Carolina University Office of the State Engineer Garvin Design Group Castles Engineering Monteith Construction Randolph & Son Builders Melton Electric GS2 Engineering Construction Dynamics, Inc Christman Company Christman Company United Electric United Electric Low Country Landscaping Hardwick Landscaping, LLC Surface Works Cullum Constructors Inc. H G Reynolds H G Reynolds Safebuilt Safebuilt Clancy & Theys MSK Construction Sherman Construction Co. Sherman Construction Co. Contract Construction Control Management Inc. FBi Construction FBi Construction
[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ADDENDUM NO.1 2
Project Manual Item No. Description 1. Revision: Reference Section 034900, Glass-Fiber-Reinforced Concrete (GFRC). At paragraph
2.1.A, add the following: “3. Fibertech by Wilson Composite. 4. PlasterForm, Inc.”
2. Revision: Reference Section 066100, Glass Fiber Reinforced Plastic Fabrications. At paragraph 2.1.A.1, add the following: “c. Fibertech by Wilson Composites. d. PlasterForm, Inc.”
3. Revision: Reference Section 074213, Metal Composite Wall Panels. At paragraph 2.4.A.1, add the following: “d. Larson by Alucoil North America.”
4. Revision: Reference Section 081416, Flush Wood Doors. At paragraph 2.1.A, add the following:
“7. Lambton Doors.”
5. Revision: Reference Section 095113, Acoustical Panel Ceilings. At paragraph 2.2.A (APC-1), add the following: ‘USG, MARS #86785, or equal; at paragraph 2.3.A (APC-2) revise Armstrong Ceramaguard to #673 Kitchen Zone; add the following: “USG,‘SHEETROCK’ #3260 or equal; at paragraph 2.4.A (APC-3) add the following: USG, ‘CLEAN ROOM’ # 56099; at paragraph 2.6.A (APC-5) add the following: USG, ‘CURVATURA,’ diamond flex sheer, silver satin, 5’5 X 2’.
6. Revision: Reference Section 096513, Resilient Base and Accessories. At paragraph 2.2, revise heading to read as follows: “RESILIENT STAIR ACCESSORIES (RBT – STAIR TREADS @ STAIR 1 & STAIR 2) Note: Nosing/Tread and Riser are RBT, to match RBT landings, as indicated.”; at paragraph 2.3, revise heading to read as follows: “RESILIENT STAIR ACCESSORIES (RSN – Resilient Stair Nosing with LVT-2 @ GRAND STAIR) Note: Nosing Only, of type indicated, see Detail 4/A9.7.”
7. Revision: Reference Section 096900, Access Flooring. Delete this Section in its entirety and add
the revised Section 096900, Access Flooring to the Project Manual. A copy of this Section is attached to this Addendum.
8. Revision: Reference Section 098433, Sound Absorbing Acoustical Wall Units. At paragraph
2.1.A, add: “Whisper Wall.”
9. Revision: Reference Section 102113, Toilet Compartments. At paragraph 2.1.A, add the following: “5. Columbia Partitions, A Division of PSiSC.”
10. Revision: See attached RMF Addendum No. 1, dated December 4, 2015, for revisions to
specifications and answers to questions received in the pre-bid conference. Drawings Item No. Description 1. Revision: Reference Drawing C1.2, Existing Conditions and Demolition. Delete this sheet in its
entirety and add revised sheet C1.2, Existing Conditions and Demolition. The new sheet indicates construction fencing location.This sheet is attached at the end of this Addendum.
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ADDENDUM NO.1 3
2. Revision: Reference Drawing A8.1, Finish Schedules and Scheduled Interior Finishes. Add the following note to this drawing: “Correction: 1. Finishes for Custodial Rooms 106, 208, and 314 shall be Plastic Paneling to 4’-0” above finish floor, and paint above, as scheduled. ‘PWP’ pertaining to Plastic Wall Panels shall be revised to ‘PP’ (also listed as FRP) at these spaces only. All other references to ‘PWP’ are for Porcelain Wall Panels, and are in Corridor areas as designated in Finish Plan, and noted ‘PWP’.”
3. Revision: Reference Drawing A8.1, Finish Schedule for ceiling designation APC-2: Revise to Basis
of Design: Armstrong ‘KITCHEN ZONE,’ 2x2 grid.
4. Clarification: Reference Drawing A8.1, Finish Schedule. For all Terrazzo floors (TZ), omit reference to chip percentage, see Specification Section 096623 Terrazzo for chip formulas.
5. Revision: Reference Drawing A8.2, First Floor Finish Plan. Delete this sheet in its entirety and add revised sheet A8.2, First Floor Finish Plan. This sheet is attached at the end of this Addendum.
6. Revision: Reference Drawing A8.3, Second Floor Finish Plan. Delete this sheet in its entirety and add revised sheet A8.3, Second Floor Finish Plan. This sheet is attached at the end of this Addendum.
7. Revision: Reference Drawing A8.4, Third Floor Finish Plan. Delete this sheet in its entirety and add revised sheet A8.4, Third Floor Finish Plan. This sheet is attached at the end of this Addendum.
8. Clarification: Reference Drawing S2.1, Second Floor Framing Plan. This sheet is being re-issued
due to a printing error. This sheet is attached at the end of this Addendum.
9. Clarification: Reference Drawing S2.2, Third Floor Framing Plan. This sheet is being re-issued due to a printing error. This sheet is attached at the end of this Addendum.
END OF ADDENDUM NO. 1 Attachments: 1. Specification Section 096900, Access Flooring. 2. Drawing C1.2, Existing Conditions and Demolition. 3. Drawing A8.2, First Floor Finish Plan. 4. Drawing A8.3, Second Floor Finish Plan. 5. Drawing A8.4, Third Floor Finish Plan. 6. Drawing S2.1, Second Floor Framing Plan. 7. Drawing S2.2, Third Floor Framing Plan. 8. RMF Addendum No. 1, dated December 4, 2015 9. Original Pre-bid Conference Sign-in Sheets and Contact Information Sheets.
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ACCESS FLOORING 096900 - 1
SECTION 096900 - ACCESS FLOORING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Access-flooring panels. 2. Understructure. 3. Floor panel coverings.
B. Related Requirements:
1. Section 233600 "Air Terminal Units" for variable-air-volume diffusers. 2. Section 260526 "Grounding and Bonding for Electrical Systems" for connection to ground of
access-flooring understructure.
1.3 COORDINATION
A. Coordinate location of mechanical and electrical work in underfloor cavity to prevent interference with access-flooring pedestals.
B. Mark pedestal locations on subfloor using a grid to enable mechanical and electrical work to proceed without interfering with access-flooring pedestals.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review connection with mechanical and electrical systems. 2. Review requirements related to sealing the plenum. 3. Review procedures for keeping underfloor space clean.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: Include layout of access-flooring system and relationship to adjoining Work based on field-verified dimensions.
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ACCESS FLOORING 096900 - 2
1. Details and sections with descriptive notes indicating materials, finishes, fasteners, typical and special edge conditions, accessories, and understructures.
C. Samples:
1. Floor Covering: Full-size units for each color and texture specified. 2. Exposed Metal Accessories: Approximately 10 inches in length. 3. One complete full-size floor panel, pedestal, and understructure unit for each type of access-
flooring system required.
D. Samples for Verification: For the following products:
1. Floor Covering: Full-size units. 2. Exposed Metal Accessories: Approximately 10 inches in length. 3. One complete full-size floor panel, pedestal, and understructure unit for each type of access-
flooring system required.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer.
B. Product Certificates: For each type of access-flooring system.
C. Product Test Reports: For each type of flooring material and exposed finish, for tests performed by a qualified testing agency.
D. Seismic Design Calculations: For seismic design of access-flooring systems including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.
E. Preconstruction Test Reports: For preconstruction adhesive field test.
1.7 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.
1.8 QUALITY ASSURANCE
A. Installer Qualifications: An employer of workers trained and approved by manufacturer with successful completion of five projects, of over 20,000 square feet each, in the last five years
B. Regulatory Requirements: Fabricate and install access flooring to comply with NFPA 75 requirements for raised flooring.
C. Provide floor panels that are clearly and permanently marked on their underside with panel type and concentrated-load rating.
D. Basis-of-Design; Cementitious-Filled Formed Steel Panels: The design of access flooring is based on "ConCore 2000", cementitious-filled, formed-steel panel systems as manufactured by Tate Access Floors.
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ACCESS FLOORING 096900 - 3
Subject to compliance with requirements, provide either the listed product or a comparable product by one of the following, as approved by the Architect:
1. ASM Modular Systems, Inc. 2. Camino Modular Systems, Inc. 3. Haworth, Inc.
1.9 FIELD CONDITIONS
A. Environmental Limitations: Do not install access flooring until spaces are enclosed, subfloor has been sealed, ambient temperature is between 50 and 90 deg F (10 and 32 deg C), and relative humidity is not less than 20 and not more than 70 percent.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. 1. Provide access flooring systems capable of withstanding the following loads and stresses within
limits and under conditions indicated, as determined by testing manufacturer's current standard products according to referenced procedures in CISCA A/F, "Recommended Test Procedures for Access Floors":
a. Concentrated Loads: Provide floor panels, including those with cutouts, capable of withstanding a concentrated design load of 2000 lbf with a top-surface deflection under load and a permanent set not to exceed, respectively, 0.10 and 0.010 inch (2.54 and 0.25 mm) according to CISCA A/F, Section I, "Concentrated Loads."
b. Ultimate Loads: Provide access flooring systems capable of withstanding a minimum ultimate concentrated load of 3500 lbf, without failing, according to CISCA A/F, Section II, "Ultimate Loading."
c. Rolling Loads: Provide access flooring systems capable of withstanding rolling loads of the following magnitude, with a combination of local and overall deformation not to exceed 0.040 inch (1.02 mm) after exposure to rolling load over CISCA A/F Path A or B, whichever path produces the greatest top-surface deformation, according to CISCA A/F, Section III, "Rolling Loads."
d. CISCA A/F Wheel 1 Rolling Load: 1250 lbf. e. CISCA A/F Wheel 2 Rolling Load: 1250 lbf.
2. Stringer Load Testing: Provide stringers, without panels in place, capable of withstanding a concentrated load of 450 lbf at center of span with a permanent set not to exceed 0.010 inch (0.25 mm), as determined per CISCA A/F, Section IV, "Stringer Load Testing."
3. Pedestal Axial Load Test: Provide pedestal assemblies, without panels or other supports in place, capable of withstanding a 5000 lbf (22 240 N) axial load per pedestal, according to CISCA A/F, Section V, "Pedestal Axial Load Test."
4. Pedestal Overturning Moment Test: Provide pedestal assemblies, without panels or other supports in place, capable of withstanding an overturning moment per pedestal of 1000 lbf x inches (113 N x meters), according to CISCA A/F, Section VI, "Pedestal Overturning Moment Test."
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ACCESS FLOORING 096900 - 4
5. Floor Panel Impact-Load Performance: Provide access flooring system capable of withstanding an impact load of 150 lb (68.0 kg) when dropped from 36 inches (914 mm) onto a 1-sq. in. (6.5-sq. cm) area located anywhere on panel, without failing. Failure is defined as collapse of access flooring system.
6. Installer Qualifications: An employer of workers trained and approved by manufacturer with successful completion of five projects, of over 20,000 square feet each, in the last five years
7. Regulatory Requirements: Fabricate and install access flooring to comply with NFPA 75 requirements for raised flooring.
8. Provide floor panels that are clearly and permanently marked on their underside with panel type and concentrated-load rating.
9. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. "Combustion Characteristics" Subparagraph below is a pass-fail test for measuring combustibility that is referenced in codes to determine if elementary products are noncombustible. Combustion Characteristics: ASTM E 136.
2.2 MANUFACTURERS
A. Basis-of-Design; Cementitious-Filled Formed Steel Panels: The design of access flooring is based on "ConCore 1250", cementitious-filled, formed-steel panel systems as manufactured by Tate Access Floors. Subject to compliance with requirements, provide either the listed product or a comparable product by one of the following, as approved by the Architect:
1. ASM Modular Systems, Inc. 2. Camino Modular Systems, Inc. 3. Haworth, Inc. Floor Panels
B. Floor Panels, General: Provide modular panels complying with the following requirements that one person, using a portable lifting device, can interchange with other field panels without disturbing adjacent panels or understructure:
1. Nominal Panel Size: 24 by 24 inches (610 by 610 mm).
C. Cementitious-Filled, Formed-Steel Panels: Fabricated with die-cut flat top sheet and die-formed and stiffened bottom pan formed from cold-rolled steel sheet joined together by resistance welding to form an enclosed assembly, with metal surfaces protected against corrosion by manufacturer's standard factory-applied finish. Fully grout internal spaces of completed units with manufacturer's standard cementitious fill.
1. Pedestals: Assembly consisting of base, column with provisions for height adjustment, and head (cap); made of steel.
2. Base: Square or circular base with not less than 16 sq. in.(103 sq. cm) of bearing area. In "Cementitious-Core Steel Panels”, retain type of panel construction required. If retaining more than one panel type, indicate location of each on Drawings or by inserts and coordinate with other applicable components.
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ACCESS FLOORING 096900 - 5
3. Column: Of height required to bring finished floor to elevations indicated. Weld to base plate.
a. Provide vibration-proof leveling mechanism for making and holding fine adjustments in height over a range of not less than 2 inches(51 mm) and for locking at a selected height, so deliberate action is required to change height setting and vibratory displacement is prevented.
b. Head: Designed to support understructure system indicated. 1) Provide sound-deadening pads or gaskets at contact points between heads and panels. 2) Provide head with four holes aligned with holes in floor panels for bolting of panels
to pedestals.
4. Stringer System: Modular steel stringer systems made to interlock with pedestal heads and form a grid pattern placing stringers under each edge of each floor panel and a pedestal under each corner of each floor panel. Protect steel components with manufacturer's standard galvanized or corrosion-resistant paint finish. a. Bolted Stringers: Manufacturer’s standard system of main and cross stringers connected to
pedestals with threaded fasteners accessible from above. 1) Application: Typical for each Server Room at Ground Floor at each Telecom Room.
b. Stringers: “Tate Posilock” Stringers, Manufacturer’s standard system of main and cross stringers connected to pedestals with self-capturing fasteners attached to the floor panels. 1) Application: Typical for all other floor system applications.
c. Provide continuous gasket at contact surfaces between panel and stringers to deaden sound, to seal off underfloor cavity from above, and to maintain panel alignment and position.
d. Provide stringers that support each edge of each panel where required to meet design-load criteria.
e. Accessory Materials: Provide manufacturer's standard accessory materials as recommended by the access flooring system manufacturer and as required for a complete, stable installation including adhesives for bonding pedestal bases to subfloor, cutouts in floor panels for cable penetrations, cavity dividers to divide underfloor cavities, vertical metal-closure plates, and panel lifting devices.
f. Airflow Panels: Provide “Tate DirectAire” directional airflow panels at locations as required, equivalent to (1) panel per each floor mount rack or cabinet located in the Data Center”
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer and manufacturer's representative present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
1. Verify that substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, foreign deposits, and debris that might interfere with attachment of pedestals.
2. Verify that concrete floor sealer and finish have been applied and cured.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ACCESS FLOORING 096900 - 6
3.2 PREPARATION
A. Lay out floor panel installation to keep the number of cut panels at floor perimeter to a minimum. Avoid using panels cut to less than 6 inches.
B. Locate each pedestal, complete any necessary subfloor preparation, and vacuum subfloor to remove dust, dirt, and construction debris before beginning installation.
3.3 INSTALLATION
A. Install access-flooring system and accessories under supervision of access-flooring manufacturer's authorized representative to produce a rigid, firm installation that complies with performance requirements and is free of instability, rocking, rattles, and squeaks.
B. Adhesive Attachment of Pedestals: Set pedestals in adhesive, according to access-flooring manufacturer's written instructions, to provide full bearing of pedestal base on subfloor.
C. Mechanical Attachment of Pedestals: Attach pedestals to subfloor with post-installed mechanical anchors.
D. Adjust pedestals to permit top of installed panels to be set flat, level, and to proper height.
E. Stringer Systems: Secure stringers to pedestal heads according to access-flooring manufacturer's written instructions.
F. Install flooring panels securely in place, properly seated with panel edges flush. Do not force panels into place.
G. Scribe perimeter panels to provide a close fit with adjoining construction with no voids greater than 1/8 inch where panels abut vertical surfaces.
1. To prevent dusting, seal cut edges of steel-encapsulated, wood-core panels with sealer recommended in writing by panel manufacturer.
H. Cut and trim access flooring and perform other dirt-or-debris-producing activities at a remote location or as required to prevent contamination of subfloor under already-installed access flooring.
I. Grounded Flooring Access Panel Systems: Ground flooring system as recommended by manufacturer and as needed to comply with performance requirements for electrical resistance of floor coverings.
1. Panel-to-Understructure Resistance: Not more than 10 ohms as measured without floor coverings.
J. Underfloor Dividers: Scribe and install underfloor-cavity dividers to closely fit against subfloor surfaces, and seal with mastic.
K. Closures: Scribe closures to closely fit against subfloor and adjacent finished-floor surfaces. Set in mastic and seal to maintain plenum effect within underfloor cavity.
L. Clean dust, dirt, and construction debris caused by floor installation, and vacuum subfloor area as installation of floor panels proceeds.
Academic Office/Classroom Building #2 Construction H17-9602-MJ Coastal Carolina University
ACCESS FLOORING 096900 - 7
M. Seal underfloor air cavities at construction seams, penetrations, and perimeter to control air leakage, according to manufacturer's written instructions.
3.4 PROTECTION
A. Prohibit traffic on access flooring for 24 hours and removal of floor panels for 72 hours after installation to allow pedestal adhesive to set.
B. After completing installation, vacuum access flooring and cover with continuous sheets of reinforced paper or plastic. Maintain protective covering until time of Substantial Completion.
C. Replace access-flooring panels that are stained, scratched, or otherwise damaged or that do not comply with specified requirements.
END OF SECTION 096900
RE
F.
EQ4
EQ5
EQ2
EQ12
EQ2
55 "AFF
SNACKAIRCURTAIN AIRCURTAIN
COOLERCOOLERFREEZERCOFFEE
MICROWAVE/BAKERY SOUPSECURITY
JAMBA
WATER
CH
IPS
GRILLE POCKET
CUSTOM SELFENCLOSED GONDOLA
CUSTOM SELFENCLOSED GONDOLA
DESK
RAMP
18x30
5 TIER
C
C
H
18x484 TIER
18x484 TIER
24x485 TIER
24x485 TIER
24x425 TIER
24x425 TIER
24x425 TIER
24x425 TIER
21x48
5 TIER
D1 C1E1
C
H
C
H
24x605 TIER
DATA CENTER150
ITS OFFICE125
UTILITY/MGR MEETING145
ITS DEMO136
ABDALLAH143
ABBY144
STAGING116
SAFE137
ELECTRICAL115
STUDY133
STUDY132
STUDY131
BREAK123
ITS OFFICE117
ITS OFFICE118
ITS OFFICE119
ITS OFFICE120
ITS OFFICE121
ITS OFFICE124
ITS OFFICE126
ITS OFFICE127
ITS OFFICE128
ITS OFFICE129
ITS OFFICE138
ITS OFFICE139
ITS OFFICE140
ITS OFFICE141
ITS OFFICE142
STAIR 1STR 1
ITS OPEN OFFICE130
RECEPTION
ITS OFFICE122
EF151
NOC146
STAIR 2STR 2
CORRIDOR148
CORRIDOR153
ITS OPEN OFFICE147
CORRIDOR149
CORRIDOR152
CORRIDOR114
ELEVATORELEV1
CUSTODIAL106
WOMEN110
TLT105
EMER. ELEC.109
MAIN ELEC.108
MECHANICAL107
CORRIDOR113
CORRIDOR111
DATA103
MEN104
LOBBY100
FOOD SERVICE102
CORRIDOR155
CORRIDOR154
P-8
PWP
CT-3
UTILITY104A
P-4CT-3
VESTIBULE114A
VESTIBULE100A
VESTIBULE112A
LAY CPT-2IN RUNNING BOND PATTERN,WITH GRAIN IN DIRECTION SHOWN
ONE CONTIGUOUS ROW CPT-3INSIDE OFFICES, TYP.
ONE CONTIGUOUS ROW CPT-3INSIDE OFFICES, TYP.
CT-3
P-4
P-1
1
3.3
3.3
1
4.14.1
4.1 4.1 4.1 4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.14.14.14.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
FOOD COUNTER101
CUSTODIAL101A
P-8
P-4
P-5
AWP
AWP
2.2
8
8
CORRIDOR156
9.29.29.1
9.1
9.1
8
P-4DIR OF GRAIN
GRAND STAIR 10
1
WHERE SPECIFIC PRODUCTS ARE INDICATED, ITEM DESIGNATION INCORPORATES QUALITY AND AESTHETIC APPEARANCE FOR'BASIS OF DESIGN.' SEE SPECIFICATIONS FOR EQUAL MANUFACTURER'S PER PRODUCT TYPE INDICATED. DEPENDING ONLOCATION OF ITEM, ALTERNATES SHALL MATCH IN COLOR/ TEXTURE, AS WELL AS PERFORMANCE CRITERIA, PER ARCHITECT'SAPPROVAL.
ALL PAINT COLOR SELECTIONS SHALL BE FIELD VERIFIED WITH ARCHITECT IN LIGHTED CONDITIONS PRIOR TO FINALINSTALLATION, SEE SPEC. RE: MOCK-UPSSEE FINISH PLANS FOR FLOOR MATERIAL TRANSITIONS AT DOOR THRESHOLDS AND IN OPEN FLOOR AREAS.
REFERENCE REFLECTED CEILING PLANS FOR EXTENT/LOCATION OF CEILING FINISH DESIGNATIONS AND HEIGHTS.
SEE FINISH PLANS AND/OR ENLARGED INTERIOR PLANS & ELEVATIONS FOR EXTENT OF SPECIFIC FINISH DESIGNATIONS.
FINISH COLUMNS IN OPEN AREAS TO MATCH ADJACENT WALLS, UNLESS NOTED OTHERWISE.
SEE FINISH PLANS FOR BLINDS AND ROLLER SHADE LOCATIONS.
SEE SILL DETAILS, FLOORING SPECIFICATIONS AND FINISH SCHEDULE FOR TRANSITION STRIPS.
ALL FURNITURE, N.I.C.; SHOWN FOR REFERENCE ONLY.
A.
B.
C.
D.
E.
F.
G.
H.
SC
RCFCPT-1
CT-1
CT-2
RBT
TZ-1CPT-2
CPT-3
CPT-4
CPT-5
TZ-2
TZ-3
TZ-4
TZ-5
LVT-1
CPT-6
VCT
CT-4
LVT-2
1
1
2.1
3.2
INDICATES DIRECTION OF CARPET GRAIN
WG: WALL GUARD PROTECTION, DASHED LINE INDICATES EXTENT OF WALLPROTECTION, FROM EDGE OF WALL. TRIM WITH MFR. MATCHING TRIM UNIT AT ALLOUTSIDE CORNERS, TYP.SEE ELEVATIONS FOR MOUNTING HEIGHTS.
WB-1: "ENO" EXTENSION WHITEBOARD (BASIS-OF-DESIGN)
WB-2: STD. 4X8 ENAMELED STEEL WHITEBOARD
SC-1: "ENO BOARD" INTERACTIVE SCREEN (BASIS-OF-DESIGN)
SC-2: HI-DEF PROJECTION SCREEN, SEE SPEC FOR ITEM AND MOUNTING TYPE, SEEAV/TECHNOLOGY INFRASTRUCTURE DWGS. AND SPECS.
SC-3: "ENOFLEX AB 280" (BASIS-OF-DESIGN)
'RS-1' STD, MANUAL ROLLER SHADE- MESH FABRIC
'RS-3' STD, MANUAL ROLLER SHADE-BLACKOUT FABRIC
'RS-2' HEAVY DUTY MANUAL ROLLER SHADE @ CURTAIN WALL
ELEVATOR CAB FINISHES BY MFR, FLOORING BY G.C.--SEE SCHEDULE
INSTALL RB-BASE ONLY AT DRYWALL PARTITIONS; NOT AT BLOCK
FLAT SCREEN MONITOR, SEE AV DWGS. AND SPECS.
RECYCLING STATIONS: 47" UNIT, OWNER FURNISHED/OWER INSTALLED (OF/OI)
RECYCLING STATIONS: 31" UNIT, OWNER FURNISHED/OWER INSTALLED (OF/OI)
LVT @ GRAND STAIR; SEE STAIR DETAILS AND SECTIONS
4.1
5
6
7
2.2
3.1
8
3.3
9.1
9.2
4.2
10
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4.14
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9.15
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MJ
FIRST FLOOR PLAN
GENERAL NOTES - INTERIOR FINISHES
FINISH LEGEND KEYNOTES - FINISH PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
1A
dden
dum
No.
112
-04-
15
RE
F.
CLASSROOM-35204
CLASSROOM-35210
WOMEN205
MEN206
ART CLASSROOM-24203
CLASSROOM-35201
STAIR 2STR 2
STAIR 1STR 1
CORRIDOR207
COMP SCI OFFICE213
CS OFFICE234
CS OFFICE237
CS OFFICE236
CS OFFICE240 CS OFFICE
241
CLASSROOM-30219
CLASSROOM-24218
CLASSROOM-24216
ELECTRICAL215
COMPUTING/MEDIA/SYSTEMSLAB217
IT TEACHING LAB242
TEACHING LAB243
HPC244
CS OFFICE229
WORKROOM235
CS OFFICE233
CS OFFICE232
CS OFFICE231
CS OFFICE230
CS OFFICE228
CS OFFICE227
CS OFFICE226
CS OFFICE225
CS OFFICE224
CS OFFICE223
CS OFFICE222
COMMUNITY250
BREAK220
CONFERENCE211
CS OFFICE238
CS OFFICE239
DATA209
CUSTODIAL208
COMMUNITY212
CORRIDOR214
ELEVATORELEV1
CORRIDOR249
CORRIDOR221
CORRIDOR248
CORRIDOR247
CORRIDOR245
CORRIDOR246
CORRIDOR200
SEATING AREA251
P-5
WC-1
CT-3
CT-3
P-4
P-4
P-4
PWPP-4,AWP-2
P-5
P-5
CONTIGUOUS ROW OF CPT-3@INSIDE OF OFFICES, TYP.RUN GRAIN IN DIRECTION OFADJACENT CORRIDOR
GRAINDIRECTION
GRAINDIRECTION GRAIN
DIRECTION
WC-1
WC-1
GRAINDIRECTION
P-4
P-4
1
2.2 3.2
2.1 3.1
3.1
2.1
3.1
2.1
8
3.2 3.2
3.2
2.2 2.2
2.2
2.23.2
4.1 4.1 4.1 4.1
4.1
4.1
4.2
4.2
4.24.24.24.255 5
4.1
4.14.1
4.14.14.14.1
4.14.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
5
5
5
5
5
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.14.1 4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
1
11
11
11
11
1
1
1
1
1
1
1
ELEC.202
AWP-1
AWP-1
AWP-1
AWP
AWP AWP
AWP AWPAWP
AWP-1
AWP-1
AWP-1
AWP-1
AWP AWP
2.1
2.22.2
2.2
1
2.2
AWP
2.1
2.1 3.1
AWP
2.1
2.2
AWP
2.1
8
8
8
8
8
AWP-1
9.1
CORRIDOR221A
P-4
9.1
9.1
2.2
MECH. SHAFT
AWP
AWP
AWP
AWP
GRAND STAIR
1
1
10
WHERE SPECIFIC PRODUCTS ARE INDICATED, ITEM DESIGNATION INCORPORATES QUALITY AND AESTHETIC APPEARANCE FOR'BASIS OF DESIGN.' SEE SPECIFICATIONS FOR EQUAL MANUFACTURER'S PER PRODUCT TYPE INDICATED. DEPENDING ONLOCATION OF ITEM, ALTERNATES SHALL MATCH IN COLOR/ TEXTURE, AS WELL AS PERFORMANCE CRITERIA, PER ARCHITECT'SAPPROVAL.
ALL PAINT COLOR SELECTIONS SHALL BE FIELD VERIFIED WITH ARCHITECT IN LIGHTED CONDITIONS PRIOR TO FINALINSTALLATION, SEE SPEC. RE: MOCK-UPSSEE FINISH PLANS FOR FLOOR MATERIAL TRANSITIONS AT DOOR THRESHOLDS AND IN OPEN FLOOR AREAS.
REFERENCE REFLECTED CEILING PLANS FOR EXTENT/LOCATION OF CEILING FINISH DESIGNATIONS AND HEIGHTS.
SEE FINISH PLANS AND/OR ENLARGED INTERIOR PLANS & ELEVATIONS FOR EXTENT OF SPECIFIC FINISH DESIGNATIONS.
FINISH COLUMNS IN OPEN AREAS TO MATCH ADJACENT WALLS, UNLESS NOTED OTHERWISE.
SEE FINISH PLANS FOR BLINDS AND ROLLER SHADE LOCATIONS.
SEE SILL DETAILS, FLOORING SPECIFICATIONS AND FINISH SCHEDULE FOR TRANSITION STRIPS.
ALL FURNITURE, N.I.C.; SHOWN FOR REFERENCE ONLY.
A.
B.
C.
D.
E.
F.
G.
H.
SC
RCFCPT-1
CT-1
CT-2
RBT
TZ-1CPT-2
CPT-3
CPT-4
CPT-5
TZ-2
TZ-3
TZ-4
TZ-5
LVT-1
CPT-6
VCT
CT-4
LVT-2
1
1
2.1
3.2
INDICATES DIRECTION OF CARPET GRAIN
WG: WALL GUARD PROTECTION, DASHED LINE INDICATES EXTENT OF WALLPROTECTION, FROM EDGE OF WALL. TRIM WITH MFR. MATCHING TRIM UNIT AT ALLOUTSIDE CORNERS, TYP.SEE ELEVATIONS FOR MOUNTING HEIGHTS.
WB-1: "ENO" EXTENSION WHITEBOARD (BASIS-OF-DESIGN)
WB-2: STD. 4X8 ENAMELED STEEL WHITEBOARD
SC-1: "ENO BOARD" INTERACTIVE SCREEN (BASIS-OF-DESIGN)
SC-2: HI-DEF PROJECTION SCREEN, SEE SPEC FOR ITEM AND MOUNTING TYPE, SEEAV/TECHNOLOGY INFRASTRUCTURE DWGS. AND SPECS.
SC-3: "ENOFLEX AB 280" (BASIS-OF-DESIGN)
'RS-1' STD, MANUAL ROLLER SHADE- MESH FABRIC
'RS-3' STD, MANUAL ROLLER SHADE-BLACKOUT FABRIC
'RS-2' HEAVY DUTY MANUAL ROLLER SHADE @ CURTAIN WALL
ELEVATOR CAB FINISHES BY MFR, FLOORING BY G.C.--SEE SCHEDULE
INSTALL RB-BASE ONLY AT DRYWALL PARTITIONS; NOT AT BLOCK
FLAT SCREEN MONITOR, SEE AV DWGS. AND SPECS.
RECYCLING STATIONS: 47" UNIT, OWNER FURNISHED/OWER INSTALLED (OF/OI)
RECYCLING STATIONS: 31" UNIT, OWNER FURNISHED/OWER INSTALLED (OF/OI)
LVT @ GRAND STAIR; SEE STAIR DETAILS AND SECTIONS
4.1
5
6
7
2.2
3.1
8
3.3
9.1
9.2
4.2
10
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DR
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12/3
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5 1:
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4 PM
A8.3C36
4.14
11.1
9.15
SECO
ND F
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FIN
ISH
PLAN
Aut
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ACAD
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/ CLA
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WA
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T N
O. H
17-9
602-
MJ
REFERENCED ON: 1/8" = 1'-0"A8.3 A3.21 SECOND FLOOR PLAN
GENERAL NOTES - INTERIOR FINISHESFINISH LEGEND KEYNOTES - FINISH PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
1A
dden
dum
No.
112
-04-
15
RE
F.
CLASSROOM-24305
WORKROOM368
COMPUTERCLASSROOM-24
311
ART CLASSROOM-24304
CLASSROOM-35302
ELECTRICAL316
WORKROOM318
DATA313
COMPUTERCLASSROOM-24
312
SOC OFFICE327
RSM OFFICE354
RSM OFFICE347
RSM OFFICE369
RSM OFFICE360
HONORS352
HONORS340
HONORS330
SOC OFFICE339
SOC OFFICE317
SOC OFFICE331
SOC OFFICE325
SOC OFFICE326
RSM OFFICE356
RSM OFFICE357
RSM OFFICE358
RSM OFFICE359
RSM OFFICE349
RSM OFFICE351
RSM OFFICE353
RSM OFFICE355
RSM OFFICE361
RSM OFFICE363
RSM OFFICE365
RSM OFFICE367
SOC OFFICE337
SOC OFFICE335
SOC OFFICE333
SOC OFFICE323
SOC OFFICE321
SOC OFFICE319
SOC OFFICE320
SOC OFFICE322
SOC OFFICE324
HONORS338
HONORS336
HONORS334
HONORS332
HONORS346
HONORS348
HONORS350
COMMUNITY ROOM345
SOC OFFICE328
BREAK329
CONFERENCE315
ELEC.303
STAIR 2STR 2
STAIR 1STR 1
CORRIDOR342
CORRIDOR343CORRIDOR
341
CORRIDOR344
CORRIDOR364
CORRIDOR362
CORRIDOR366
CORRIDOR300
COMMUNITY309
CORRIDOR308
CORRIDOR301
CORRIDOR310
WOMEN306
MEN307
CUSTODIAL314
STORAGE311A
WC-1
P-4,AWP-2
P-4
P-4
P-5
P-5
P-5
P-4
CT-3
CT-3
P-5
P-5
WC-1
WC-1
P-4
1
3.1
3.2
3.2
1 1
2.1
2.2
2.2
4.14.14.14.14.14.1
4.1
4.14.1
4.14.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1 4.1 4.1
4.1
4.1
4.2
4.2
4.24.2
ROOF TERRACE
1
1
1
1
PWP
1
AWP-1 AWP-1 AWP-1 AWP-1 AWP-1 AWP-1
AWP-1 AWP-1AWP-1
AWP-1
AWPAWP AWP
2.13.12.1 2.1 3.12.1 2.1
2.2
2.2
8
2.2
2.2AWP-1
8
8
8
CORRIDOR342A
9.1
9.1
9.1
9.1
P-4
9.1
MECH. SHAFTSTORAGE
304A
AWP-1
1
1
GRAND STAIR
1
10
WHERE SPECIFIC PRODUCTS ARE INDICATED, ITEM DESIGNATION INCORPORATES QUALITY AND AESTHETIC APPEARANCE FOR'BASIS OF DESIGN.' SEE SPECIFICATIONS FOR EQUAL MANUFACTURER'S PER PRODUCT TYPE INDICATED. DEPENDING ONLOCATION OF ITEM, ALTERNATES SHALL MATCH IN COLOR/ TEXTURE, AS WELL AS PERFORMANCE CRITERIA, PER ARCHITECT'SAPPROVAL.
ALL PAINT COLOR SELECTIONS SHALL BE FIELD VERIFIED WITH ARCHITECT IN LIGHTED CONDITIONS PRIOR TO FINALINSTALLATION, SEE SPEC. RE: MOCK-UPSSEE FINISH PLANS FOR FLOOR MATERIAL TRANSITIONS AT DOOR THRESHOLDS AND IN OPEN FLOOR AREAS.
REFERENCE REFLECTED CEILING PLANS FOR EXTENT/LOCATION OF CEILING FINISH DESIGNATIONS AND HEIGHTS.
SEE FINISH PLANS AND/OR ENLARGED INTERIOR PLANS & ELEVATIONS FOR EXTENT OF SPECIFIC FINISH DESIGNATIONS.
FINISH COLUMNS IN OPEN AREAS TO MATCH ADJACENT WALLS, UNLESS NOTED OTHERWISE.
SEE FINISH PLANS FOR BLINDS AND ROLLER SHADE LOCATIONS.
SEE SILL DETAILS, FLOORING SPECIFICATIONS AND FINISH SCHEDULE FOR TRANSITION STRIPS.
ALL FURNITURE, N.I.C.; SHOWN FOR REFERENCE ONLY.
A.
B.
C.
D.
E.
F.
G.
H.
SC
RCFCPT-1
CT-1
CT-2
RBT
TZ-1CPT-2
CPT-3
CPT-4
CPT-5
TZ-2
TZ-3
TZ-4
TZ-5
LVT-1
CPT-6
VCT
CT-4
LVT-2
1
1
2.1
3.2
INDICATES DIRECTION OF CARPET GRAIN
WG: WALL GUARD PROTECTION, DASHED LINE INDICATES EXTENT OF WALLPROTECTION, FROM EDGE OF WALL. TRIM WITH MFR. MATCHING TRIM UNIT AT ALLOUTSIDE CORNERS, TYP.SEE ELEVATIONS FOR MOUNTING HEIGHTS.
WB-1: "ENO" EXTENSION WHITEBOARD (BASIS-OF-DESIGN)
WB-2: STD. 4X8 ENAMELED STEEL WHITEBOARD
SC-1: "ENO BOARD" INTERACTIVE SCREEN (BASIS-OF-DESIGN)
SC-2: HI-DEF PROJECTION SCREEN, SEE SPEC FOR ITEM AND MOUNTING TYPE, SEEAV/TECHNOLOGY INFRASTRUCTURE DWGS. AND SPECS.
SC-3: "ENOFLEX AB 280" (BASIS-OF-DESIGN)
'RS-1' STD, MANUAL ROLLER SHADE- MESH FABRIC
'RS-3' STD, MANUAL ROLLER SHADE-BLACKOUT FABRIC
'RS-2' HEAVY DUTY MANUAL ROLLER SHADE @ CURTAIN WALL
ELEVATOR CAB FINISHES BY MFR, FLOORING BY G.C.--SEE SCHEDULE
INSTALL RB-BASE ONLY AT DRYWALL PARTITIONS; NOT AT BLOCK
FLAT SCREEN MONITOR, SEE AV DWGS. AND SPECS.
RECYCLING STATIONS: 47" UNIT, OWNER FURNISHED/OWER INSTALLED (OF/OI)
RECYCLING STATIONS: 31" UNIT, OWNER FURNISHED/OWER INSTALLED (OF/OI)
LVT-2 @ GRAND STAIR; SEE STAIR DETAILS AND SECTIONS
4.1
5
6
7
2.2
3.1
8
3.3
9.1
9.2
4.2
10
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DR
AW
ING
AN
D T
HE
DE
SIG
NTH
ER
EO
N A
RE
TH
E P
RO
PE
RTY
OF
THE
GA
RV
IN D
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IGN
GR
OU
P, I
NC
. TH
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EP
RO
DU
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ON
, CO
PY
ING
, OR
US
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A/E
SEA
LA
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DR
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TIT
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12/3
/201
5 4:
25:5
7 PM
A8.4C36
4.14
11.1
9.15
THIR
D FL
OOR
FINI
SH P
LAN
Aut
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Che
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ACAD
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OFF
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/ CLA
SSRO
OMBU
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CON
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JEC
T N
O. H
17-9
602-
MJ
REFERENCED ON: 1/8" = 1'-0"A8.4 A4.11 THIRD FLOOR PLAN
GENERAL NOTES - INTERIOR FINISHES
FINISH LEGEND
KEYNOTES - FINISH PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
1A
dden
dum
No.
112
-04-
15
CCU ACADEMIC OFFICE
BLDG NO. 2 ELEVATION SCHD.
6" LIGHT WEIGHT CONC. SLAB
ON 3" 20 GA. COMPOSITE GALVZ.
DECK. REINF. W/ 6x6xW2.1xW2.1
(W.W.F) T.O. SLAB = +16'-0"
2
2
1
W 27x84 (44) C=3/4")
1
TOP OF STEEL BEAMS 2ND FLOOR (U.N.O) = +15'-6".1.
6" 4000 PSI LIGHTWEIGHT CONCRETE SLAB REINF. W/
6x6xW2.1xW2.1 (W.W.F) OVER 3" 20 GA.
2.
DENOTES BEARING PLATE UNDER STEEL BEAM SEE
(G90) GALVANIZED COMPOSITE FORM DECK.
SHEET NOTES:
PLAN NOTES:
SCHEDULE ON SHEET S3.2
3. ALL STEEL RECIEVING FIRE PROOFING TO HAVE PRIMER
COMPATABLE WITH FIRE PROOFING. TOP OF COMPOSITE
BEAMS TO BE LEFT UNPRIMED.
TYPICAL NOTATIONS OF COMPOSITE BEAMS ARE AS FOLLOWS.
AMOUNT OF CAMBER
TO BE PROVIDED
NUMBER OF 3/4" x 5" LG.
HEADED STUDS EQUALLY
SPACED
EXAMPLE:
2 STEEL PAN STAIRS CONTRACTOR TO PROVIDE SHOP DRAWINGS.
- DENOTES ELEVATOR SHAFT.
TOP OF SLAB = +16'-0" (U.N.O)
R1 (2) #6 TOP BOND BEAM BARS (1" CLEAR FROM TOP OF SLAB)
SEE PLAN FOR LENGTH.
R2 #4 HAIRPIN AT EACH CMU WALL VERTICAL BAR
4. SEE TYPICAL SLAB REINFORCMENT AT GIRDER DETAIL FOR
ADDITIONAL SLAB REINFORCEMENT AT ALL GIRDER LOCATIONS.
DENOTES MASONRY BLOCK LINTEL SEE
SCHEDULE ON SHEET S3.2
VENEER SUPPORT (LOOSE) ANGLE LINTELS:
FOR VENEER OPENINGS OF LESS THAN 4'-0":
L 5x3-1/2x1/4" LLV (GALV.) - BEAR ANGLE 8" MIN ON EACH SIDE OF OPENING
FOR VENEER OPENINGS OF LESS THAN OR EQUAL TO 8'-0":
L 6x3-1/2x5/16" LLV (GALV.) - BEAR ANGLE 8" MIN ON EACH SIDE OF OPENING
FOR VENEER OPENINGS GREATER THAN 8'-0":
L 7x4x3/8" LLH (GALV.) - SUPPORTED BY ADDITIONAL STEEL (SEE DETAIL)
BEAR ANGLE 8" MIN ON EACH SIDE OF OPENING
NOTE: ALL BEAM REACTIONS SHOWN ON PLAN ARE AT SERVICE LEVEL.
FP DENOTES STEEL BEAM / COLUMN (FULL HEIGHT) TO RECEIVE 1HR
FIRE PROOFING - SEE SPECIFICATIONS
3 HSS 6x6x1/4" INFILL TUBE W/ L 6x4x1/4" (LLH) ON BEAM @ SLAB OPENING
3
SLAB
OPENING
SLAB
OPENING
5. ALL OPENINGS IN COMPOSITE SLAB SHALL BE FRAMED WITH
1/4" BENT PLATE PER TYPICAL DETAIL ON S3.1.
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
N
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CCU ACADEMIC OFFICE
BLDG NO. 2 ELEVATION SCHD.
STUB-UP
STUB-UP
6" LIGHT WEIGHT CONC. SLAB
ON 3" 20 GA. COMPOSITE GALVZ.
DECK. REINF. W/ 6x6xW2.1xW2.1
(W.W.F) T.O. SLAB = +32'-0"
STUB-UP
STUB-UP
STUB-UP
STUB-UP
STUB-UP
1
2
2
STUB-UP
STUB-UPSTUB-UP
STUB-UP
STUB-UP
W 27x84 (44) C=3/4")
1
TOP OF STEEL BEAMS 3RD FLOOR (U.N.O) = +31'-6".1.
6" 4000 PSI LIGHTWEIGHT CONCRETE SLAB REINF. W/
6x6xW2.1xW2.1 (W.W.F) OVER 3" 20 GA.
2.
DENOTES BEARING PLATE UNDER STEEL BEAM SEE
(G90) GALVANIZED COMPOSITE FORM DECK.
SHEET NOTES:
PLAN NOTES:
SCHEDULE ON SHEET S3.2
3. ALL STEEL RECIEVING FIRE PROOFING TO HAVE PRIMER
COMPATABLE WITH FIRE PROOFING. TOP OF COMPOSITE
BEAMS TO BE LEFT UNPRIMED.
TYPICAL NOTATIONS OF COMPOSITE BEAMS ARE AS FOLLOWS.
AMOUNT OF CAMBER
TO BE PROVIDED
NUMBER OF 3/4" x 5" LG.
HEADED STUDS EQUALLY
SPACED
EXAMPLE:
2 STEEL PAN STAIRS CONTRACTOR TO PROVIDE SHOP DRAWINGS.
- DENOTES ELEVATOR SHAFT.
TOP OF SLAB = +32'-0" (U.N.O)
R1 (2) #6 TOP BOND BEAM BARS (1" CLEAR FROM TOP OF SLAB)
SEE PLAN FOR LENGTH.
R2 #4 HAIRPIN AT EACH CMU WALL VERTICAL BAR
4. SEE TYPICAL SLAB REINFORCMENT AT GIRDER DETAIL FOR
ADDITIONAL SLAB REINFORCEMENT AT ALL GIRDER LOCATIONS.
DENOTES MASONRY BLOCK LINTEL SEE
SCHEDULE ON SHEET S3.2
VENEER SUPPORT (LOOSE) ANGLE LINTELS:
FOR VENEER OPENINGS OF LESS THAN 4'-0":
L 5x3-1/2x1/4" LLV (GALV.) - BEAR ANGLE 8" MIN ON EACH SIDE OF OPENING
FOR VENEER OPENINGS OF LESS THAN OR EQUAL TO 8'-0":
L 6x3-1/2x5/16" LLV (GALV.) - BEAR ANGLE 8" MIN ON EACH SIDE OF OPENING
FOR VENEER OPENINGS GREATER THAN 8'-0":
L 7x4x3/8" LLH (GALV.) - SUPPORTED BY ADDITIONAL STEEL (SEE DETAIL)
BEAR ANGLE 8" MIN ON EACH SIDE OF OPENING
NOTE: ALL BEAM REACTIONS SHOWN ON PLAN ARE AT SERVICE LEVEL.
SLAB
OPENING
3 OFFSET BEAM 1" OFF OF "B" LINE TO AVOID FOULING CMU WALL
3
FP DENOTES STEEL BEAM / COLUMN TO RECEIVE 1HR
FIRE PROOFING - SEE SPECIFICATIONS
SLAB
OPENING
4
4
5. ALL OPENINGS IN COMPOSITE SLAB SHALL BE FRAMED WITH
1/4" BENT PLATE PER TYPICAL DETAIL ON S3.1.
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
HSS 6x6x1/4" INFILL TUBE W/ L 6x4x1/4" (LLH) ON BEAM @ SLAB OPENING
N
ov 19, 2015 - 3:09pm
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Academic Office/Classroom Building #2 Construction
Coastal Carolina University
H17-9602-MJ
ADDENDUM NO. 1
DECEMBER 4, 2015
Addendum No. 1 December 4, 2015 Page 1
RMF No. 314358.A0
The following items shall take precedence over the drawings and specifications for the above named
project and shall become a part of the contract documents. Where any item called for in the
specifications, or indicated on the drawings, is not supplemented hereby, the original requirements shall
remain in effect. Where any original item is amended, voided, or superseded hereby, the provisions of
such item not specifically amended, voided or superseded shall remain in effect.
Listing of multiple products or manufacturers within specifications or approval of products or
manufacturers via substitution request does not waive or preclude any and all performance, warranty or
specific requirements listed within the specification unless specifically noted in the Addendum.
Contractor may proceed with approved substitutions providing the Contractor assumes full
responsibility for, and makes, at his own expense, any changes or adjustments in construction or
connection with other work that may be required by the substitution of such materials, equipment or
methods.
1. QUESTIONS:
1. Question: Who is to provide the VFDs?
Answer: Per 230900-1.3, H, all chilled water pump and heating water pump variable frequency
drives (VFDs) shall be furnished and installed (set in place) by the Automatic Temperature
Controls contractor. Power wiring shall be provided under Division 26.
Per 237330-2.16 and 2.17, all air handling unit (and return fan unit) mounted VFDs shall be
furnished, installed and wired to the AHU by the AHU manufacturer. For remote mounted
VFD’s, the VFD shall be wired to the AHU by the electrical contractor.
2. Question: Please clarify who is to provide the CWR & CWS lines from the existing valves to the
building as indicated on C1.5.
Answer: The mechanical sub-contractor shall furnish and install the chilled water supply and
return piping from the tie-in locations shown on Drawing C1.5 to the new building. Piping shall
be routed as indicated on the civil drawings and installed per the civil drawing details and
prefabricated pipe manufacturer’s written instructions.
2. SPECIFICATION REVISIONS:
1. Specification 237330 – Air Handling Units:
a. Revise Article 1.2, Paragraph A,1 to read “Air Handling Unit AHU-1 and Return Fan Unit
RF-1.”
b. Revise Article 2.16, Paragraph B to read “As required by system design, provide one
variable frequency drive (for each fan array) for normal operation.” Redundant VFDs for
each fan array are not required.
Addendum No. 1 December 4, 2015 Page 2
RMF No. 314358.A0
c. Delete Article 2.16, Paragraph B,1. Redundant VFDs for each fan array are not required.
2. Specification 260943 –Relay-Based Lighting Controls:
a. Revise Article 2.3, Paragraph A to add Intelligent Lighting Controls Inc. as an approved
manufacturer.
3. Specification 263213 – Engine Generators:
a. Delete Article 1.4, Paragraph B requirement for pre-bid submittal.
Drawings attached: None
Sketches attached: None
Specifications attached: None
END OF ADDENDUM NO.1
