HomeMy WebLinkAboutPLANS ADDENDUM NO. 2 - 01-00029 - BYUI Spori Building - Rebuild BuildingADDENDUM NO.2
TO THE CONSTRUCTION DOCUMENTS FOR:
SPORI REPLACEMENT BUILDING
REXBURG, IDAHO
10:�
FFKR ARCHITECTURE/PLANNING/INTERIOR DESIGN
132 PIERPONT AVENUE, SUITE 200
SALT LAKE CITY, UTAH 84101
JUNE 18, 2001
This Addendum No. Two, issued June 19, 2001 is for all persons preparing Bids for the Spori
Replacement building project; and, as such, shall be made a part of the contract documents.
Changes, corrections, and deletions enumerated herein shall be included in the Contractor's Bid.
Bidders should acknowledge receipt of this Addendum on the Contractor's Bid Form. Failure to do
so may subject the Bidder to disqualification. In case of any conflict between the drawings,
specifications, and this addendum, this addendum shall govern.
This Addendum consists of this cover sheet, 85 pages
CHANGES TO THE PROJECT MANUAL
1. See attached section 05721 Glass Guardrails
2. See attached section 09845 Intumescent Paints
3. See attached section 10505 Metal Lockers
4. Section 06402 Interior Architectural Woodwork.
A. Coat Hooks: 2 coat hooks mounted on a 16"x4"0/4" hardwood. Finish to match
trim, clear coat. Provide backing and verify location with architect.
B. Coat Hook: Hafele 842.20.904 or equivalent. Profile: 15x6mm. Aluminum, silver
anodized finish with solid rubber cap.
5. Add electrical subcontractor - Mountain West Electric
6. Section 08211 Flush Wood Doors - Provide solid wood rail at top of doors
7. Section 9900 Painting - Provide 2 coats of primer on all gypsum board surfaces.
Add Columbia and Spectra Tone to approved paint suppliers.
9. Section 09385-10 - Dimension Stone Tile -
(3.3) Allow 50% of tile to be rotated 45 degrees from grid to provide accent fields.
Allow for borders around accent fields to be of a different size stone tile.
(3.7) 5. Module Size 9"0" or 12"x12" in lieu of 6"x6"
10. Add section 09845 Intumescent Paints
11. Lockers shown in restrooms are to be metal - see attached specification 10505
12. 10100 Visual Display Board
a. 2.6 C-D trim finish - to be clear anodized aluminum finish, delete baked
enamel finish requirement.
b. Chalkboards are to be gray porcelain enamel in lieu of references to a painted
chalkboard.
13. Section 10914 Coat Racks, Delete Entire Section.
14. Section 11132 Projection Screens.
Manual screens are furnished by owner but installed by contractor
Electric screen to be furnished and installed by contractor
15. Mechanical room walls to be insulated with 2" thick, 1-1/2 pound density, coated, flexible
glass fiber type acoustic lining, set with adhesive in lieu of painted gyp/cmu.
16. Section 09385 Dimensional Stone Tile.
a. Allow 50% of tile to be rotated 45 degrees from grid to provide accent fields. Allow
for borders around accent fields to be of a different size stone tile.
CHANGES TO THE ARCHITECTURAL DRAWINGS
1. Replace and add SDI-SD36 into constructions documents
2. SD-38 provides a schedule for the bulletin boards, marker boards, chalk boards, shelving,
coat hooks, display cabinets.
3. General Note:
a. Include in all custodial rooms with floor sinks ceramic wall tile from top of floor sink
to 36
4. SHEET A-110
a. Reflected ceiling in room 040 and 040A to be as shown in detail Al/A-110 in lieu
of scheduled "open to structure."
5. SHEET A-113
a. Rooms 335, 339, 340, 372 show both gyp bd ceilings and acoustic ceilings. The
ceiling finish should read C-3 in lieu of C-2 where acoustic ceilings are shown.
6. SHEET A-311
a. Change exterior stainless steel ledger angle shown at elevation 130' to galvanized
ledger angle. Continuously flash above angle with stainless steel flashing. Place
isolating membrane between stainless steel flashing and galvanized angles in all
locations.
7. SHEETS A-401-402
a. As called out in specification 10155-4 provide heavy-duty brackets for the top and
bottom of urinal panels.
S. SHEETS A-510-516
a. Use new reference notes and general notes provided on SD-37 in lieu of notes on
existing drawings.
9. Re -shingle refurbished wood pediment with fire -retardant -treated wood shingles. Paint and
shingles with intumescent paint.
10. Ormand Builders of Idaho is an approved General Contractor. Ormand Construction of Utah
is not an approved General contractor.
11. SHEET A-700
room 035B base finish - rubber base
room 035C base finish - rubber base
12. SHEET A-701
room 139 base finish - travertine base
room 165 base finish - travertine base
room 100 base finish - travertine base
room 101 base finish - travertine base
13. SHEET A-701
room 316 base finish - wood base
plumbing chases for rooms 337, 333 no base
METAL STUDS
AS REQUIRED
CAULKING AS REQUIRED —
STAINLESS STEEL 112" TEMPERED
COVER GLAZING. HOLD
ON ALUMINUM SHOE BACK FROM
COLUMN 1 ".
STAINLESS STEEL
COVER
ON ALUMINUM SHOE
q
5/8" GYP. BD, METAL STUDS
AS REQUIRED
a CONC. WALL
a (SEE STRUCT.)
a
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STAINLESS STEEL -J
SHOE CAP a
CONC, COLUMN
STONE CAP (SEE STRUCT.) 5/8" GYP. BD.
PLAN DETAIL A2/A-21 8
BOTH SIDES
SCALE: 1 112' = 1'-V
PLAN DETAIL A2/A-218
SCALE: 1 112" = 1'-0" .
FFKR ADDENDUM NO.2
GLASS RAIL DETAILS
Architecture / Planning / Interior Design A2/A-218
CAP
SD-1
STAINLESS STEEL
AND CAP BOTH SIDES
PLAN DETAIL AVA218
Al2: 3/16'=1'-0'
FFKR ADDENDUM NO.2
GLASS RAIL DETAILS SD-1 -A
Architecture / Planning/ Interior Design A1/A-218
STONE (TRAVERTI(
PAINTED GYP. BD.
^^n" bIA STAINLESS
:L HANDRAIL CAP
ONTINUOUS INSERT
VEEN CAP AND GLASS
BLEAR
'ERED GLASS
" x 21 /2" STAINLESS
L SHOE TO SUPPORT
>S RAIL
1/SD3
AS SCHEDULED
Val
GLASS RAIL A3/A-218
SCALE: 1-1/2" = V-0"
FFKR ADDENDUM No. 2
GLASS RAIL DETAIL SD-2
Architecture / Planning / Interior 0esign A3/A-218
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CARPET
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STEEL PLATE
3/8" x 2 112" T-BOLTS
a) 18" (min) O.C.
GLASS RAIL SHOE B3/A-218
SCALE: 6"= V-9
FFKR ADDENDUM No. 2
GLASS RAIL DETAIL SD-3
Architecture / Planning / Interior Design 133/A-218
r�EL IUN DE TAIL
L/G SGLE I-12' - I'11'
FFKR INTERIOR DETAILS
SECTION DETAIL SD-4
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ADDENDUM NO.2
MILLWORK DETAILS
SD-35
I. PLASTIC LAMINATE DOOR, FACE, 6 BACK
2. FINISH BOTTOM OF CABINET WITH PLASTIC LAMINATE
3. WOOD VENEER CABINET OR COUNTERTOP
4. ADJUSTABLE SHELVES WITH THERMOSET
5. FIXED SHELVES WITH THERMOSET OVERLAY
6. PLASTIC LAMINATE COUNTERTOP
7. PLASTIC LAMINATE BACKSPLASH
8. 1/4' VERTICAL DIVIDER
9. PLASTIC LAMINATE
10. SOLID WOOD TRIM
11. PLASTIC LAMINATE DRAWER 3 HARDWARE
12. BLOCKING AS REQUIRED.
13. PLASTIC LAMINATE TOP AND FACE -1 LAYER 3/4' PLYWOOD -1 LAYER
50 PARTICLE BOARD
14. CPU HOLDER
15. 1' X 4' LEDGE PLATE WTTH ANCHORS AT 24' O.C.
16. 2 X 1/4' HEAVY DUTY SUPPORT BRACKET. SEE DETAUL 3 / SD-25
17. WORK RITE KEYBOARD TRAY MODEL 187
18. PROVIDE 2' DIAMETER GROMMET FOR EACH COMPUTER STATION.
APPROXIMATELY EVERY W. VERIFY QUANTITY.
19. VERIFY DIMENSION
20. CORK
21. SISAL
22. KEYED LOCK FOR LOCKERS SEE SPECS.
23. 1/4' TEMPERED GLASS
24. THERMOSET OVERLAY CABINET INTERIOR
25. MULTIPLE HOLES (MIN. &w DIA. WITH SHELF RESTS) CONTINUOUS
UNE OF EVENLY SPACED HOLES, 2' OR LESS O.C. WITHIN 6' OR LESS OF
FINISHED TOP AND BOTTOM.
26. MULTIPLE HOLES (MIN. &W DIA WITH SHELF RESTS) CONTINUOUS
UNE OF EVENLY SPACED HOLES 1/7 O.C. WITHIN 1' OF FINISHED TOP
AND BOTTOM.
27. HORIZONTAL HARDBOARD DIVIDER
28. SOLID HARD WOOD CRITIQUE RAIL
29. 12 x 3/4' PLASTIC LAMINATE ADJUSTABLE SHELF
30. SURFACE MOUNTED WALL STANDARDS AND ADJUSTABLE SHELF
BRACKETS.
31. XV PLASTIC LAMINATE VERTICAL DIVIDER
32. HARDWOOD BASE.
33. HARDWOOD CAP
34. 1 1/? SQUARE TUBE LEG
35. PAINTED GYPSUM BOARD
36. VENTIGRILL SEE MECH.
37. CHEMICAL. RESISTANT PLASTIC LAMINATE
COUNTERTOPAND BACICCA H
38. CHEMICAL RESISTANT ADJUSTABLE SHELF
39. CHEMICAL RESISTANT PLASTIC LAMINATE DOOR, FACE, ✓i BACK
40. CHEMICAL RESISTANT PLASTIC LAMINATE INTERIOR.
GENERAL NOTES
A. FOR SPECIALTY ITEMS (MARKER BOARDS, CASEWORK, SHELVING, ETC.)
AND FOR OWNER PROVIDED FURNISHINGS, INSTALL METAL STRAPS AS
PER DETAIL C1 / A-620 AT ALL GYPSUM BOARD WALL LOCATIONS.
B. SHIM AS REQUIRED.
C. FIELD VERIFY ALL MEASUREMENTS AND CONDITIONS
WHERE MILLWORK MEETS GENERAL CONSTRUCTION.
D. ALL LAMINATE MILLWORK TO HAVE PVC EDGE BANDING. PVC
MUST MATCH CORRESPONDING LAMINATE. CUSTOM COLOR IF
NECESSARY.
E SCRIBE FINISHED EDGE OF CABINETS TO WALL.
F. FINISH ALL SURFACES AS DEFINED AS EXPOSED IN AWL SECTION
4004W, INCLUDING SIDES OF CABINET, BOTTOMS OF CABINETS,
TOPS OF CABINETS, AND INTERIORS OF CABINETS SEEN BEHIND
CLEAR GLASS DOORS.
G. PROVIDE CORNER PANELS FOR CORNER UNITS AND FILLERS AS
REQUIRED. FINISH TOPS AND/OR BOTTOMS OF OPEN CORNER
PANELS AND FILLERS AS DEFINED AS EXPOSED IN AWL SECTION
400$-3.
FFKK ADDENDUM NO, 2
REFERENCE NOTES SD-37
Architecture / Planning / Interior Design AND GENERAL NOTES
Bulletin Boards
Room Size Wall ON
67
4'x8'
1 1
1 '
71
4'x8'
I 3, 1
21
107
4'x8'1
1, 2, 4
I 4
1361
4'x8'1
21
1 1
L 1371
4'x8'1
4l
1
265
4'x8'1
1 I I
2711 4'x8'; 31 11
additional verify l 5
total 15
Marker Boards
Room Size Wall ntv
141
4'x8'
1 1
671
4'x8' 1 1
1 j
71
47x8'
41
1
107
4'x8' 1 2 1 l
114
4'x4'1
31 11
136I
4'x8'1
1l 11
137
4'x8'1
11 1
240
4'x6'
3 11
265
4'x8'
3 1l
271
4'x8' I
4 1 1
additional verify 51
Iota I 1 5
Chalk Boards
Room Size Wall ntv
35
4'x6'
1 21
2
35
4'x8'1
2I
1
335 4'x8'1
1
1
339;
4'x8'1
1
1
3401
4'x8'1
3
1
3531
4'x8'1
11
1
j 3711
4'x8'1
4j 1
3721
4'x8' l
31 1
additional verify 5
total 11
Shelving (with heavy-duty support brackets)
Room Leneth (ft) ntv Tntal rfti
1 231
51
3
15
25
51
3'I
151
27
51
3
15
29
5'
31
15
2261
5
18 90
additional (in 5' lengths
w/ brackets)
verify l 100i
total 250
Coat Hooks
Room Size Wall ntv
1031
16"x4"
verify 1 1
114B
1611x4"1
verifyl
1 14C
1 16"x4"
1 verify 1
140A
16"x4"! verifyl 1
2121
1611x4"
verify 1I
2141
16"x4"
verifyl,
1'
216l
16"x4" verify
1
1 2181
16"x4" � verifyf
1 j
2201
16"x4"
verifyl
1
221
1 6"x4"
verify1
1
2251
16"x4"
verifyl
1
2271
16"x4"
verify
1
2311
16"x4"
I verifyl
2331
16"x4"j
verifyl
1
235
16"x4"
1 verify!
1
237
16"x4"
verify1
2411
16"x4"
verifyl
1
2431
16"xV
verify. 1
2451
1611x4"
verify 1
249
16"x4111
verify!
1
l 251
16"x4" I
verify1
229A I
1611x4" 1
verify1
1 253A1
16"x4"
verify
1
304
16"x4"
verify1
306
16"x4"
verify
1
308
16"x4"
verify
1
3121
16"x4" 1
verifyi
3141
16"x4"
verify1
316A
16"x4"
verifyl 1
3166
16"x4"
verify 1
additional verify 5
tota I 35
Enclosed Bulletin Boards/ Display Cabinets
Room depth Size Qt
verify 4 4'x6'j 4
verify 18 4'x6' 1 2
total 6
SPORI REPLACEMENT BUILDING
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SECTION 05721 - GLASS GUARDRAILS (ALTERNATE #2)
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Glass railings. Provide complete rail including structural support members required
to secure rail to building structure.
1.3 PERFORMANCE REQUIREMENTS
A. General: In engineering railings to withstand structural loads indicated, determine
allowable design working stresses of materials based on the following:
1. For fully tempered glass in glass -supported railings, use a safety factor of 4 applied
to the applicable modulus of rupture listed in "Mechanical Properties" in AAMA
Aluminum Curtain Wall Series No. 12, "Structural Properties of Glass."
B. Structural Performance Railings: Provide railings capable of withstanding the following
structural loads without exceeding allowable design working stress of materials for
railings, anchors, and connections:
1. Top Rail of Guards: Capable of withstanding the following loads applied as
indicated:
a. Concentrated load of 200 lbf applied at any point and in any direction.
b. Uniform load of 50 lbf/ft. applied horizontally and concurrently with uniform
load of 100 lbf/ft. applied vertically downward.
C. Concentrated and uniform loads above need not be assumed to act
concurrently.
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2. Infill Area of Guards: Capable of withstanding a horizontal concentrated load of 200
lbf applied to 1 sq. ft. at any point in system, including panels, intermediate rails,
balusters, or other elements composing infill area.
a. Load above need not be assumed to act concurrently with loads on top rails in
determining stress on guard.
C. Glass -Supported Railings: Provide glass -supported railings capable of withstanding loads
indicated. Support each section of top rail by a minimum of three glass panels or by other
means so top rail will remain in place if any one panel fails.
D. Thermal Movements: Provide railings that allow for thermal movements resulting from
the following maximum change (range) in ambient and surface temperatures by preventing
buckling, opening of joints, overstressing of components, failure of connections, and other
detrimental effects. Base engineering calculation on surface temperatures of materials due
to both solar heat gain and nighttime -sky heat loss.
1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.
E. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating
metals and other materials from direct contact with incompatible materials.
1.4 SUBMITTALS
A. Product Data: For manufacturer's product lines of railings assembled from standard
components.
B. Shop Drawings: Show fabrication and installation of railings. Include plans, elevations,
sections, details, and attachments to other Work.
For installed railings indicated to comply with design loads, include structural
analysis data signed and sealed by the qualified professional engineer responsible for
their preparation.
C. Samples for Verification: For each type of exposed finish required, prepared on
components indicated below and of same thickness and metal indicated for the Work. If
finishes involve normal color and texture variations, include sample sets showing the full
range of variations expected.
1. 6-inch- long sections of each different linear railing member, including top rails.
2. Fittings and brackets.
3. Welded connections.
4. Brazed connections.
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5. Assembled Samples of railings, made from full-size components, including top rail,
post, and infill. Show method of finishing members at intersections. Samples need
not be full height.
D. Qualification Data: For firms and persons specified in "Quality Assurance" Article to
demonstrate their capabilities and experience. Include lists of completed projects with
project names and addresses, names and addresses of architects and owners, and other
information specified.
1.5 QUALITY ASSURANCE
A. Source Limitations: Obtain rail through one source from a single manufacturer. Installer
shall be factory certified with minimum of 5 years experience with similar installations.
1.6 STORAGE
A. Store handrails and railings in a dry, well -ventilated, weathertight place.
1.7 PROJECT CONDITIONS
A. Field Measurements: Verify handrail and railing dimensions by field measurements before
fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule
with construction progress to avoid delaying the Work.
1. Established Dimensions: Where field measurements cannot be made without
delaying the Work, establish dimensions and proceed with fabricating railings
without field measurements. Coordinate construction to ensure that actual
dimensions correspond to established dimensions.
1.8 COORDINATION
A. Coordinate installation of anchorages for railings. Furnish Setting Drawings, templates,
and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts,
and items with integral anchors, that are to be embedded in concrete or masonry. Deliver
such items to Project site in time for installation.
1.9 SCHEDULING
A. Schedule installation so railings are mounted only on completed areas. Do not support
temporarily by any means that do not satisfy structural performance requirements.
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PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Glass -Supported Railings:
a. Blum: Julius Blum & Co., Inc., New Jersey
b. Blumcraft of Pittsburgh.
C. Livers Bronze Co., Inc.
d. Rippel Architectural Metals, Inc., Illinois
e. Zephyr Metals, Inc. Oklahoma
2.2 METALS
A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for use
and finish indicated, and with not less than the strength and durability of the alloy and
temper designated below.
I. Extruded Bar and Tube: ASTM B 221, alloy 6063-T52.
2. Extruded Structural Pipe and Tube: ASTM B 429, alloy 6063-T6.
3. Drawn Seamless Tube: ASTM B 210, alloy 6063-T832.
4. Plate and Sheet: ASTM B 209, alloy 6061-T6.
5. Die and Hand Forgings: ASTM B 247, alloy 6061-T6.
B. Stainless Steel:
I. Tubing: ASTM A 554, Grade MT 304.
2. Pipe: ASTM A 312/A 312M, Grade TP 304.
3. Castings: ASTM A 743/A 743M, Grade CF 8 or CF 20.
4. Plate: ASTM A 666, Type 304.
C. Steel and Iron:
1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
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2.3 GLASS PRODUCTS AND GLAZING MATERIALS
A. Tempered Glass: ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated),
Type 1 (transparent glass, flat), Quality q3 (glazing select). Provide products complying
with requirements indicated below for class, thickness, and manufacturing process that have
been tested for surface and edge compression according to ASTM C 1048 and for impact
strength according to 16 CFR, Part 1201 for Category II materials.
1. Clear Glass: Class 1 (clear).
2. Thickness: As required by structural loads.
3. Manufacturing Process: Manufacture fully tempered glass as follows:
a. By horizontal (roller -hearth) process with roll -wave distortion parallel with
bottom edge of glass as installed, unless otherwise indicated.
4. Subject to compliance with requirements, provide safety glass permanently marked
with certification label of Safety Glazing Certification Council or another
certification agency acceptable to authorities having jurisdiction.
2.4 FASTENERS
A. Fasteners for Anchoring Handrails and Railings to Other Construction: Select fasteners of
type, grade, and class required to produce connections suitable for anchoring handrails and
railings to other types of construction indicated and capable of withstanding design loads.
2.5 FABRICATION
A. Assemble handrails and railings in shop to greatest extent possible to minimize field
splicing and assembly. Disassemble units only as necessary for shipping and handling
limitations. Clearly mark units for reassembly and coordinated installation. Use
connections that maintain structural value of joined pieces.
B. Form simple and compound curves by bending members in jigs to produce uniform
curvature for each repetitive configuration required; maintain profile of member throughout
entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces
of handrail and railing components.
C. Mechanical Connections: Fabricate railings by connecting members with railing
manufacturer's standard concealed mechanical fasteners and fittings, unless otherwise
indicated. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints.
1. Fabricate splice joints for field connection using epoxy structural adhesive where this
is manufacturer's standard splicing method.
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D. Brackets, Flanges, Fittings, and Anchors: Provide manufacturer's standard wall brackets,
flanges, miscellaneous fittings, and anchors to connect handrail and railing members to
other construction.
E. Provide inserts and other anchorage devices to connect railings to concrete or masonry.
Fabricate anchorage devices capable of withstanding loads imposed by handrails and
railings. Coordinate anchorage devices with supporting structure.
F. Shear and punch metals cleanly and accurately. Remove burrs from exposed cut edges.
G. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated.
Form bent -metal corners to smallest radius possible without causing grain separation or
otherwise impairing the Work.
H. Cut, reinforce, drill, and tap components, as indicated, to receive finish hardware, screws,
and similar items.
Close exposed ends of railing members with prefabricated end fittings.
Provide end caps for top rail and for base shoe.
K. Toe Boards: Where indicated, provide toe boards at railings around openings and at edge
of open -sided floors and platforms. Fabricate to dimensions and details indicated.
2.6 GLAZING PANEL FABRICATION
A. Glass Panels: Cut tempered glass to final size and shape before heat treatment; provide for
proper edge clearance and bite on glass. Provide thickness indicated, but not less than that
required to support structural loads.
Factory -bond glass to aluminum base and top -rail channels in railing manufacturer's
plant using glazing cement to comply with manufacturer's written specifications.
B. Straight Panels: Provide tempered glass panels for straight sections.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Fit exposed connections together to form tight, hairline joints.
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B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing
railings. Set railings accurately in location, alignment, and elevation, measured from
established lines and levels and free from rack.
1. Do not weld, cut, or abrade surfaces of railing components that have been coated or
finished after fabrication and that are intended for field connection by mechanical or
other means without further cutting or fitting.
2. Set posts plumb within a tolerance of l/16 inch in 3 feet.
3. Align rails so variations from level for horizontal members and from parallel with
rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet.
C. Corrosion Protection: Coat concealed surfaces of aluminum and copper alloys that will be
in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of
bituminous paint.
D. Adjust railings before anchoring to ensure alignment at abutting joints. Space posts at
interval indicated, but not less than that required by structural loads.
E. Fastening to In -Place Construction: Use anchorage devices and fasteners where necessary
for securing handrails and railings and for properly transferring loads to in -place
construction.
3.2 RAILING CONNECTIONS
A. Nonwelded Connections: Use mechanical or adhesive joints for permanently connecting
railing components. Use wood blocks and padding to prevent damage to railing members
and fittings. Seal recessed holes of exposed locking screws using plastic cement filler
colored to match finish of railings.
3.3 INSTALLING GLASS PANELS
A. Glass -Supported Railings: Install assembly to comply with railing manufacturer's written
instructions. Attach base channel to building structure, then insert and connect
factory -fabricated and -assembled glass panels.
Erect glass railings under direct supervision of manufacturer's authorized technical
personnel.
B. Glass -Supported Railings: Install assembly to comply with railing manufacturer's written
instructions. Attach base channel to building structure, then insert glass into base channel
and bond with glazing cement.
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1. Support glass panels in base channel at quarter points with channel -shaped setting
blocks that also act as shims to maintain uniform space for glazing cement. Fill
remaining space in base channel with glazing cement for uniform support of glass.
2. Adjust spacing of glass panels so gaps between panels are equal before placing
glazing cement.
3.4 CLEANING
A. Clean aluminum and stainless steel by washing thoroughly with clean water and soap and
rinsing with clean water.
B. Clean and polish glass.
3.5 PROTECTION
A. Protect finishes of railings from damage during construction period with temporary
protective coverings approved by railing manufacturer. Remove protective coverings at the
time of Substantial Completion.
B. Restore finishes damaged during installation and construction period so no evidence
remains of correction work. Return items that cannot be refinished in field to shop; make
required alterations and refinish entire unit, or provide new units.
END OF SECTION 05720
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SECTION 09845 - INTUMESCENT PAINTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Surface preparation.
2. Application of intumescent paints to wood pedement, including prime and finish
coats.
B. Related Sections: The following sections contain requirements that relate to this Section:
1. Other special coating systems are specified in Division 9 Section "Special Coatings."
2. General exterior painting is specified in Division 9 Section "Painting."
1.3 SUBMITTALS
A. General: Submit the following according to Conditions of the Contract and Division 1
Specification Sections.
B. Product data for each intumescent paint system specified, including block fillers and
primers.
1. Include manufacturer's technical information including basic label analysis and
instructions for handling, storage and application of each proposed material.
2. List each coating material and cross-refer the specific coating application. Identify
each material by manufacturer's catalog number and general classification.
3. Certified Tests: Submit certified test reports on performance with product data
submittal.
4. Certification by the intumescent paint system manufacturer that products supplied
comply with local regulations controlling use of volatile organic compounds
(VOC's).
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C. Samples for initial color selection from manufacturer's full range in the form of
manufacturer's color charts.
After color selection, the Architect will furnish color chips for surfaces to be coated.
D. Samples for verification purposes of each color to be applied on representative samples of
the actual substrate, with texture to simulate actual conditions.
1. Provide stepped samples, defining block fillers, primers and finish coats. Use
representative colors when preparing samples for review for verification purposes.
2. Unless otherwise indicated, submit samples applied to the same material substrate
as required for the Project.
3. Provide a list of materials and applications for each coat of each finish sample.
4. Resubmit samples as requested until achieving the required sheen, color and texture.
E. Product test reports from a qualified independent testing agency evidencing compliance of
intumescent paints with requirements indicated based on comprehensive testing within the
last 2 years of current product formulations.
F. Material Certificates, in lieu of agency test reports when permitted by the Architect, signed
by the manufacturer certifying that each material complies with specified requirements.
1.4 QUALITY ASSURANCE
A. Applicator Qualifications: Engage an experienced applicator who has completed coating
system applications similar in material and extent to that indicated for the Project that has
a record of successful in-service performance.
B. Single -Source Responsibility: Provide primers and other undercoat material by the same
manufacturer as finish coats.
Notify the Architect of problems anticipated using specified coatings systems.
C. Field Samples: The Architect will select one surface for each to receive intumescent paints
to represent surfaces and conditions. Apply coatings to surface as specified. Provide full
coat samples on entire surface until obtaining required color and texture.
1. Simulate finished lighting conditions for review of in -place work.
2. After finishes are accepted, this surface will be used to evaluate the coating system.
Final acceptance of colors will be from job -applied sample.
D. Surface -Burning Characteristics: Provide materials that have been tested according to
ASTM E 84 and are listed in the UL "Building Materials Directory" with the following
surface -burning characteristics when applied over Douglas Fir:
00115 (6/18/01) INTUMESCENT PAINTS 09845 - 2
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1. Flame Spread: 25.
2. Smoke Developed: 25.
1.5 DELIVERY, STORAGE AND HANDLING
A. Deliver intumescent paint materials to the job site in the manufacturer's original, new,
unopened packages and containers bearing manufacturer's name and label with the
following information:
1. Name or title of material.
2. UL label, indicating tested fire rating.
3. Manufacturer's name, stock number, and date of manufacture.
4. Contents by volume for major pigment and vehicle constituents.
5. Thinning and mixing instructions.
6. Application instructions.
7. Color name and number.
8. Handling instructions and precautions.
B. Store materials not in actual use in tightly covered containers at a minimum ambient
temperature of 45 deg F in a well -ventilated area. Maintain containers used in storage of
coatings in a clean condition, free of foreign materials and residue.
Protect intumescent paint materials from freezing. Keep storage area neat and
orderly. Remove oily rags and waste daily. Take necessary measures to ensure that
workers and work areas are protected from fire hazards and health hazards resulting
from handling, mixing, and application.
1.6 PROJECT CONDITIONS
A. Temperature Conditions: Apply coatings only when the temperature of surfaces to be
coated and surrounding air temperatures are above 50 deg F, unless otherwise permitted by
manufacturer's printed instructions.
B. Weather Conditions: Do not apply coatings in snow, rain, fog or mist; or when the relative
humidity exceeds 85 percent; or at temperatures less than 5 F deg above the dew point; or
to damp or wet surfaces. Allow wet surfaces to dry thoroughly and attain the temperature
and conditions specified before proceeding with or continuing with the coating operation.
Work may continue during inclement weather if areas and surfaces to be coated are
enclosed and the temperature within the area can be maintained within limits
specified by the manufacturer during application and drying periods.
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PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated in the work include, but are not limited to, the following:
1. Albi Manufacturing Co., Inc., (Albi).
2. Flame Control Coatings, Inc. (Flame).
3. The Glidden Co. (Glidden).
4. Benjamin Moore and Co. (Moore).
5. Ocean Chemicals, Inc. (Ocean).
6. PPG Industries, Pittsburgh Paints (PPG).
7. Pratt & Lambert (P & L).
2.2 INTUMESCENT PAINT MATERIALS, GENERAL
A. Material Compatibility: Provide block fillers, primers, finish coat materials, and related
materials that are compatible with one another and the substrates indicated under conditions
of service and application, as demonstrated by the manufacturer based on testing and field
experience.
B. Material Quality: Provide the best quality grade of intumescent paints. Materials not
displaying manufacturer's identification as a best -grade product will not be acceptable.
Provide water -reducible or solvent -reducible, pigmented intumescent paint materials,
formulated to retard flame spread and intended for use on interior combustible and
noncombustible surfaces.
2. Proprietary Names: Use of manufacturer's proprietary product names to designate
colors or materials is not intended to imply that products of named manufacturers are
required to be used to the exclusion of equivalent products of other manufacturers.
Furnish the manufacturer's material data and certificate of performance for proposed
substitutions.
C. Colors: Provide color selections made by the Architect from the manufacturer's full range
of standard colors for intumescent paint systems or provide custom color if required.
2.3 PRIMERS
A. Primers: Provide the manufacturer's recommended factory -formulated, latex -type primers
that are compatible with the substrate and finish coats indicated.
00115 (6/18/01) INTUMESCENT PAINTS 09845 - 4
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B. Available Products: Subject to compliance with requirements, prime coat materials that
may be incorporated in the Work include, but are not limited to:
Wood Primers:
a. Albi:
b. Flame:
C. Glidden:
d. Moore:
e. Ocean:
f. PPG:
g. P & L:
2.4 INTUMESCENT PAINTS
Albi-Cote FRL Fire Retardant Latex Coating.
3001 Acrylic Primer.
310 Wood Undercoater.
Moore's Alkyd Enamel Underbody.
Ocean 634 Emulsion.
6-6 Speedhide Quick -Drying, Enamel Undercoater.
Interior Trim Primer.
A. Intumescent Paints: Provide the manufacturer's recommended factory -formulated, latex -
or vinyl -type, pigmented, intumescent finish coat materials that are compatible with the
substrate and prime coat materials indicated.
B. Available Products: Subject to compliance with requirements, intumescent paints that may
be incorporated in the Work include, but are not limited to:
Wood: Flat finish.
a. Albi:
b. Flame:
C. Glidden
d. Moore:
e. Ocean:
f. PPG:
g. P & L:
PART 3 - EXECUTION
3.1 EXAMINATION
Albi-Cote FRL Fire -Retardant Latex Coating.
20-20 Flat Latex Intumescent Fire Retardant Paint.
5027 Ultra -Hide Insul-Blaze Fire Retardant Coating.
IronClad Retardo Latex Fire Retardant Paint #220.
PowerScrub Fire Retardant Latex Paint.
42-7 Speedhide Fire Retardant Latex Paint.
Fire Retardant Paint, Intumescent Type.
A. Examine substrates and conditions under which intumescent paint will be applied for
compliance with the manufacturer's requirements for applying the coatings. Surfaces to
receive intumescent paints must be thoroughly dry before coatings are applied.
1. Notify the Architect in writing of anticipated problems using coatings specified with
substrates primed or furnished by others.
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2. Do not proceed with the application until unsatisfactory conditions have been
corrected.
3. Start of coating within a particular area of work will be construed as the Applicator's
acceptance of conditions.
B. Coordination of Work: Review other Sections of these specifications in which other
coatings are to be provided to ensure compatibility of the total coatings systems for various
substrates.
3.2 PREPARATION
A. General: Remove items that are not to be coated, or provide surface -applied protection
prior to surface preparation and coating. Remove these items, if necessary, to completely
coat the items and adjacent surfaces. Following completion of coating operations in each
space or area, reinstall items removed, using workers skilled in the trades involved.
B. Cleaning: Before applying coatings or other surface treatments, clean the substrates of
substances that could impair bond of the coating systems. Schedule cleaning and coating
application so dust and other contaminates will not fall on wet, newly coated surfaces.
C. Surface Preparation: Clean and prepare surfaces to be coated according to the
manufacturer's instructions for the particular substrate conditions, and as specified.
Surfaces to be coated must be free of oil, grease, dirt, rust, and loose or powdery paint.
1. Remove oil and grease prior to mechanical cleaning.
2. Remove existing water -sensitive coatings completely. Repair cracks and gouges.
Treat previously painted slick or glossy surfaces with a strong detergent and
thoroughly clean or rub with sandpaper to reduce surface shine and promote
adhesion.
3. Wood Surfaces: Clean wood surfaces of dirt, oil, or other foreign substances using
scrapers, mineral spirits, and sandpaper, as required. Sand exposed surfaces smooth
and dust off.
a. Scrape and clean small, dry, seasoned knots and apply a thin coat of the
manufacturer's recommended knot sealer before applying the prime coat.
D. Material Preparation: Carefully mix and prepare materials in accordance with the coating
manufacturer's directions.
1. Stir materials before application to produce a mixture of uniform density, and as
required during application. Do not stir surface film into the material. Remove film
and, if necessary, strain material before using.
2. If the manufacturer permits thinning, use only thinners recommended by the
manufacturer, and only within recommended limits.
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3.3 APPLICATION
A. General: Apply intumescent paints to exposed surfaces indicated. Coating colors, surface
treatments and finishes are indicated in the schedules in the Contract Documents.
L Colors: Where an item or surface is not specifically mentioned in the schedules, coat
the same color as similar adjacent materials or surfaces. If a color is not designated,
the Architect will select a color from standard colors available.
2. Do not apply coatings over dirt, rust, scale, grease, moisture, scuffed surfaces or
conditions indicated as unacceptable in the manufacturer's instructions, or to surfaces
that are otherwise detrimental to forming an acceptable coating.
3. Maintain containers used in mixing and application of coatings in a clean condition,
free of foreign materials and residue.
B. Application Procedures: Apply coatings by brush, roller, spray, squeegee, or other
applicators according to manufacturer's directions.
1. Brushes: Use brushes best suited for the material applied.
2. Rollers: Use rollers made of carpet, velvet back, or high -pile sheep's wool as
recommended by the manufacturer for the material and texture required.
3. Spray Equipment: Use airless spray equipment with orifice size as recommended by
the manufacturer for the material and texture required.
C. Minimum Coating Thickness: Apply materials at not less than the manufacturer's
recommended spreading rate for the surface to be coated, to establish a total dry -film
thickness as indicated to provide the surface -burning characteristics specified.
1. The number of coats and film thickness required is the same regardless of the
application method. Make certain that each coat is dry and hard before the
succeeding coat is applied. Do not apply succeeding coats until the previous coat has
cured as recommended by the manufacturer.
D. Prime Coat: Apply the manufacturer's recommended compatible prime coat material,
where required. Provide primers and undercoat paint produced by the same manufacturer
as finish coats.
E. Intumescent Paint: Apply intumescent paint by brush, roller or spray as recommended by
the coating manufacturer for the type of substrate involved according to the manufacturer's
instructions.
1. Where multiple finish coats are required, allow the base or first coat to dry before
applying top coat according to the manufacturer's instructions.
2. Apply nonintumescent top coats where scheduled, using materials and application
methods according to the manufacturer's instructions.
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F. Completed Work: Match approved samples for color, texture, and coverage. Removed,
refinish, or recoat work not complying with specified requirements.
3.4 FIELD QUALITY CONTROL
A. The Owner reserves the right to invoke the following material testing procedure at any time
and at any number of times during the period when coating operations are being conducted.
1. The Owner will engage the services of an independent testing agency to sample
coatings being used. Samples of material delivered to Project site will be taken,
identified, sealed, and certified in the presence of the Contractor.
2. The testing agency will perform appropriate tests for any or all of the following
characteristics, as required by the Owner:
a. Qualitative materials analysis.
b. Absorption.
C. Accelerated weathering.
d. Accelerated yellowness.
e. Color retention.
f. Alkali resistance.
g. Abrasion resistance.
h. Mildew resistance.
i. Apparent reflectivity.
j. Washability.
k. Dry opacity.
1. Recoating.
in. Skinning.
3. If results show materials being used do not comply with requirements, the Contractor
may be directed to stop work and remove noncomplying materials, pay for testing,
recoat surfaces coated with rejected materials, or remove rejected materials from
previously coated surfaces if, upon recoating with the specified materials, the two
coatings are not compatible.
3.5 CLEANING
A. Clean -Up: At the end of each work day, remove rubbish, empty cans, rags and other
discarded materials from the site.
After completing the work, clean glass and spattered surfaces. Remove spattered
materials by proper methods using care not to scratch or otherwise damage adjacent
finished surfaces.
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3.6 PROTECTION
A. Protect work of other trades, whether to be coated or not, against damage from the work.
Correct damage by cleaning, repairing or replacing, and recoating as directed by the
Architect. Leave the work in an undamaged condition.
B. Provide "Wet Paint" signs to protect newly coated finishes. Remove temporary protective
wrappings provided by others for protection of their work after completing coating
operations.
1. After completion of the work of other trades, touch-up and restore damaged or
defaced surfaces.
3.7 SCHEDULES
A. General: Provide the following intumescent paint systems for substrates indicated.
B. Wood (Flat Finish): Two coats of flat, intumescent -type, fire -retardant coatings cover a
primer.
Prime Coat: Latex -type primers.
a.
Albi:
Albi-Cote FRL Fire -Retardant, Latex Coating.
b.
Flame:
3001 Acrylic Primer.
C.
Glidden:
310 Wood Undercoater.
d.
Moore:
Moore's Latex Enamel Underbody.
e.
Ocean:
Ocean 634 Emulsion.
f.
PPG:
6-6 Speedhide Quick -Drying Enamel Undercoater.
g.
P & L:
Interior Trim Primer.
2. First Coat: Flat, intumescent -type, fire -retardant paint.
a.
Albi:
Albi-Cote FRL Fire -Retardant, Latex Coating.
b.
Flame:
20-20 Flat, Latex, Intumescent, Fire Retardant Paint.
C.
Glidden:
5027 Ultra -Hide Insul-Blaze Fire Retardant Coating.
d.
Moore:
IronClad Retardo Latex Fire Retardant Paint 220.
e.
Ocean:
PowerScrub Fire Retardant Latex Paint.
f.
PPG:
42-7 Speedhide Fire Retardant Latex Paint.
g.
P & L:
Fire Retardant Paint, Intumescent Type.
3. Second
Coat: Flat,
intumescent -type, fire -retardant paint.
a.
AN:
Albi-Cote FRL Fire -Retardant, Latex Coating.
b.
Flame:
20-20 Flat, Latex, Intumescent, Fire Retardant Paint.
C.
Glidden:
5027 Ultra -Hide Insul-Blaze Fire Retardant Coating.
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d. Moore:
e. Ocean:
f. PPG:
g. P&L:
END OF SECTION 09845
IronClad Retardo Latex Fire Retardant Paint 220.
Second coat is not necessary.
42-7 Speedhide Fire Retardant Latex Paint.
Fire Retardant Paint, Intumescent Type.
00115 (6/ 18/01) INTUMESCENT PAINTS 09845 - 10
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BYU IDAHO
SECTION 10505 - METAL LOCKERS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Single -tier wardrobe lockers:
B. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 6 Section "Miscellaneous Carpentry" for wood furring and grounds.
2. Division 15 Sections for mechanical exhaust systems connected to lockers.
1.3 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections.
B. Product Data: Manufacturer's printed data including materials, accessories, construction,
finishes, assembly, and installation instructions for lockers and benches.
C. Shop Drawings: Layout and dimensions of metal lockers and benches. Indicate
relationship to adjoining surfaces. Show locker elevations and details, fillers, trim, base,
sloping tops, and accessories. Include locker numbering sequence. Indicate installation
and anchorage requirements.
D. Samples for Initial Color Selection: Manufacturer's color charts showing a full range of
available colors.
E. Maintenance Instructions: Instructions for cleaning lockers and for adjusting, repairing,
and replacing locker doors and latching mechanisms.
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1.4 QUALITY ASSURANCE
A. Single -Source Responsibility: Obtain locker units and accessories from one
manufacturer.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver lockers until spaces to receive them are clean, dry, and ready for locker
installation.
B. Protect lockers from damage during delivery, handling, storage, and installation.
C. Deliver master keys, control keys, and combination control charts to Owner.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturer: Subject to compliance with requirements, provide products by one of the
following:
L American Locker Security Systems, Inc.
2. Art Metal Products, Div. of Fort Knox Storage Co.
3. De Bourgh Manufacturing Co.
4. Hadrian Inc.
5. The Interior Steel Equipment Co.
6. List Industries Inc.
7. Lyon Metal Products Inc.
8. Medart, Inc.
9. Penco Products.
10. Republic Storage Systems Co., Inc.
11. Steiner Company, Inc.
12. Tiffin Metal Products Co.
2.2 MATERIALS
A. Hot -Dip Zinc -Coated Steel Sheet: ASTM A 526/A 526M, commercial -quality,
zinc -coated, carbon -steel sheet, hot -dip galvanized according to ASTM A 525 with A 60
or G 60 coating designation.
B. Fasteners: Zinc- or nickel -plated steel; slotless-type exposed bolt heads; self-locking nuts
or lock washers for nuts on moving parts.
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C. Equipment: Manufacturer's standard plated steel hooks or coat rods.
2.3 WARDROBE LOCKERS
A. Body: Form backs, tops, bottoms, sides, and intermediate partitions of flanged
0.0239-inch minimum steel sheet. Exposed ends of nonrecessed lockers of 0.0598-inch
minimum steel sheet.
B. Frames: Form channel frames of 0.0598-inch minimum steel sheet. Form continuous
integral strike on vertical frame members or weld 0.0897-inch minimum latch hooks to
latch strike frame.
C. Shelf: Form 0.0239-inch minimum steel sheet hat shelf.
D. Door: One-piece steel sheet, thickness 0.0598 inchmin., flanged at all edges, constructed
to prevent springing when opening or closing. Fabricate to swing 180 degrees.
E. Reinforcing and Sound -Dampening Panels: Brace or reinforce inner face of doors with
manufacturer's standard reinforcing angles, channels, or stiffener panels.
F. Louvered Vents: Stamped, louvered vents in door face. No fewer than 6 louver openings
top and bottom.
G. Hinges: Steel, full -loop, 7-knuckle tight pin, 2 inches high minimum. Weld to inside of
frame and secure to door with not fewer than 2 factory -installed fasteners that are
completely concealed and tamperproof when door is closed. (Provide at least 3 hinges
for each door.)
H. Projecting Handle and Latch: Positive automatic, prelocking, pry -resistant latch and pull
with rubber silencers; chromium -plated, heavy-duty, vandalproof lift -up handle,
containing strike and eye for padlock; and with latching action as follows:
2.4 LOCKS
A. Fabricate lockers to receive:
L Key Lock: 5-pin tumbler keyway, grooved -key flush lock, keyed separately and
master -keyed. Furnish 2 cut keys for each lock and 5 cut master keys. Provide
manually locking deadbolt.
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BYUIDAHO
2.5 LOCKER ACCESSORIES
A. Equipment: Furnish each locker with the following items, unless otherwise shown:
1. 1 double -prong ceiling hook, and not fewer than 2 single -prong wall hooks.
B. Number Plates: Manufacturer's standard etched, embossed, or stamped, nonferrous -metal
number plates with numerals not less than 3/8 inch high. Number lockers in sequence
indicated. Attach plates to each locker door, near top, centered, with at least 2 fasteners
of same finish as number plate.
C. Legs: Provide nominal 6-inch legs by extending vertical frame members or by attaching
gusset -type legs made of not less than 0.0598-inch steel sheet, with provision for fastening
to floor.
1. Closed Base: 0.0598-inch minimum steel.
D. Continuously Sloping Tops: Manufacturer's standard continuously sloped top, not less
than 0.0359-inch steel sheet. Provide closures at ends and sloped corner fillers.
E. Recess Trim: Manufacturer's standard 0.0478-inch minimum steel sheet trim with
concealed fastening clips.
F. Filler Panels: 0.0478-inch minimum steel sheet, factory fabricated.
G. Boxed End Panels: Manufacturer's standard 0.0598-inch minimum steel sheet
end -finishing panels to conceal exposed ends of nonrecessed lockers.
2.6 FABRICATION
A. Fabricate lockers square, rigid, and without warp, with metal faces flat and free of dents
or distortion. Make exposed metal edges free of sharp edges and burrs, and safe to touch.
Weld frame members together to form a rigid, 1-piece structure.
1. Form locker body panels, doors, shelves and accessories from 1-piece steel sheet
unless otherwise indicated.
2. Preassemble lockers by welding all joints, seams, and connections. Grind exposed
welds flush.
2.7 FINISHES, GENERAL
A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to
applying and designating finishes.
9617 (5110101) METAL LOCKERS 10505 - 4
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B. Protect mechanical finishes on exposed surfaces from damage by applying strippable,
temporary protective covering prior to shipment.
C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces
are acceptable if they are within 1/2 of the range of approved samples. Noticeable
variations in the same piece are not acceptable. Variations in appearance of other
components are acceptable if they are within the range of approved samples and they are
assembled or installed to minimize contrast.
2.8 STEEL SHEET FINISHES
A. Surface Preparation: Solvent -clean surfaces complying with SSPC-SP 1 to remove dirt,
oil, grease, and other contaminants that could impair paint bond. Remove mill scale and
rust, if present, from uncoated steel complying with SSPC-SP 5 (White Metal Blast
Cleaning) or SSPC-SP 8 (Pickling), and phosphatize surfaces.
B. Baked -Enamel Finish: Immediately after cleaning and pretreating, apply manufacturer's
standard baked -enamel finish consisting of a thermosetting topcoat. Comply with paint
manufacturer's instructions for application and baking to achieve a minimum dry film
thickness of 1.1 mils on doors, frames, and legs, and 0.7 mil elsewhere.
1. Color and Gloss: As selected by Architect from manufacturer's full range of
choices for color and gloss.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install metal lockers complete with accessories according to manufacturer's
recommendations. Install plumb, level, rigid, and flush.
B. Connect together welded locker groups with standard fasteners according to
manufacturer's recommendations, with no exposed fasteners on face frames.
C. Anchor lockers to floors and walls at intervals recommended by manufacturer but no
greater than 36 inches. Install anchors through back-up reinforcing plates where
necessary to avoid metal distortion, using concealed fasteners.
D. Install recess trim to recessed lockers using concealed fasteners. Provide hairline joints
and concealed splice plates.
E. Install sloping top units to lockers using concealed fasteners. Provide hairline joints and
concealed splice plates.
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BYUIDAHO
F. Install boxed end panels to conceal exposed ends of nonrecessed lockers.
3.2 ADJUSTING, CLEANING, AND PROTECTION
A. Adjust doors and latches to operate easily without binding. Verify that integral locking
devices are operating properly.
B. Clean interior and exposed exterior surfaces and polish stainless -steel and nonferrous
metal surfaces.
C. Protect lockers from damage, abuse, dust, dirt, stain, or paint. Do not permit locker use
during construction.
D. Touch up marred finishes, or replace locker units that cannot be restored to
factory -finished appearance. Use only materials and procedures recommended or
furnished by locker manufacturer.
END OF SECTION 10505
9617 (5/10/01) METAL LOCKERS 10505 - 6
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BYUIDAHO
SECTION 12484 - RUBBER TIRE FLOOR MATS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Rubber -tire mats.
B. Related Sections include the following:
1. Division 3 Section "Cast -in -Place Concrete" for concrete work, including forming,
placing, and finishing concrete floor slabs, and for concrete materials for grouting
and filling around and under recessed mats.
1.3 SUBMITTALS
A. Product Data: Include manufacturer's specifications and installation instructions,
construction details, material descriptions, dimensions of individual components and
profiles, and finishes for each type of floor mat and frame specified.
B. Samples for Initial Selection: For each type of floor mat indicated.
C. Maintenance Data: For cleaning and maintaining floor mats to include in maintenance
manuals.
1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain floor mats and through one source from a single manufacturer.
00115 (6/18/01) RUBBER TIRE FLOOR MATS 12484 - 1
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BYU IDAHO
B. Accessibility Requirements: In addition to requirements of authorities having jurisdiction,
provide installed floor mats that comply with Section 4.5 in the U.S. Architectural &
Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA),
Accessibility Guidelines for Buildings and Facilities (ADAAG)."
1.5 PROJECT CONDITIONS
A. Field Measurements: Verify blocked -out openings in floors by field measurements before
fabrication. Where field measurements cannot be made without delaying the Work,
establish opening dimensions and proceed with fabricating floor mats without field
measurements. Coordinate floor construction to ensure that actual opening dimensions
correspond to established dimensions.
1.6 COORDINATION
A. Coordinate size and location of oversized recesses in concrete work to receive floor mats.
Defer frame installations until building enclosure is completed and related interior finish
work is in progress. Concrete, reinforcement, and formwork requirements are specified in
Division 3.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the
following:
1. Rubber -Tire Mats:
a. AFCO-USA.
b. Cactus Mat Manufacturing Co.
C. Consolidated Plastics Company, Inc.
d. Crowder, K. N. Mfg. Inc.
e. Durable Corporation.
f. Marley Flexco (USA), Inc.
g. Mats Incorporated.
h. Musson, R. C. Rubber Co. (The).
i. Tennessee Mat Company, Inc.
j. U.S. Mats and Rubber Co., Inc.
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2.2 CONCRETE FILL AND GROUT MATERIALS
A. Provide concrete materials complying with Division 3 for grout and fill around and under
recessed mats that produce concrete equivalent in strength to cast -in -place concrete slabs.
For concrete fill, adjust aggregate size to not exceed one-third fill thickness.
2.3 FLOOR MATS
A. General: Provide colors, patterns, and profiles of materials. If not indicated, provide
colors, patterns, and profiles selected by Architect from manufacturer's standards.
B. Rubber -Tire Mats: Units of edge -grain -laminated and chenille -buffed rubber -tire wall cuts,
bonded to sheet rubber or other durable flexible backing sheet to form 3/8- inch- thick, 12-
inch- square tile.
2.4 FABRICATION
A. General: Where possible, verify sizes by field measurement before shop fabrication.
B. Floor Mats: Shop fabricate units to greatest extent possible in sizes as indicated. If not
otherwise indicated, provide single unit for each mat installation; do not exceed
manufacturer's recommended maximum sizes for units that are removed for maintenance
and cleaning. Where joints in mats are necessary, space symmetrically and away from
normal traffic lanes. Miter corner joints in framing elements with hairline joints or provide
prefabricated corner units without joints.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, floor conditions, and floor recesses for compliance with requirements
for location, sizes, minimum recess depth, and other conditions affecting installation of
floor mats and frames.
Proceed with installation only after unsatisfactory conditions have been corrected.
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3.2 INSTALLATION
A. Install recessed mat frames to comply with manufacturer's written instructions. Set mat
tops at height recommended by manufacturer for most effective cleaning action; coordinate
top of mat surfaces with bottom of doors that swing across mats to provide clearance
between door and mat.
1. Install necessary shims, spacers, and anchorages for proper location and secure
attachment of frames.
2. Install grout and fill if required to set mat tops at proper elevations, in recesses under
mats. Finish grout and fill smooth and level.
3.3 PROTECTION
A. After completing concrete work, provide temporary filler of plywood or fiberboard in
recesses. Maintain protection until construction traffic has ended and Project is near
Substantial Completion. Contractor may opt to installation of floor mats when Project is
near Substantial Completion.
END OF SECTION 12484
00115 (6/18/01) RUBBER TIRE FLOOR MATS 12484 - 4
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P_02
BYU-IDAHO
SPORI BUILDING REPLACEMENT
REXBURG9 IDAHO
DIVISION 16 ADDENDUM #1
18 June, 2001
E.C. shall provide two additional Ethernet Gateways. (see Spec. Section 16740,
2.03, C.) for a total of four Gateways for this project.
End of Addendum #Z.
Spori Building Addendum 92:
Sheet S-000
General Notes, Concrete, Construction, Note 4, add note "f'as follows: Grout solid around all
joist and beam ends at bearing at concrete walls and beams.
Sheet S-100
Revise the excavation note below the concrete schedule to read as follows:
For bidding purposes assume the top of footings to be at elevation 79' - 4". Include a
unit cost for concrete foundation walls and concrete piers for an elevation above or
below this elevation as required, add or deduct the same amount. The unit cost shall
include all costs associated with installing the concrete including concrete, forming,
reinforcing, placing the above, and etc. Also include a unit cost for engineered fill to
be placed below the slabs which will or will not be required dependent upon the
existing finish grade. This shall be an add or deduct and the unit price shall be the
same. Include all costs associated with providing engineered fill and placement.
2. Provide F-7 footings along grid 2 at the edges of openings above greater than 3' - 6"
wide, total of 5. Provide F-7 footings along grid 5 at the edges of openings above
greater than 3' - 6" wide, total of 3
At grid 2 and grid 5 at the north and south sides of the mechanical chases, provide a
minimum of 18" of 8 inch wall along grids 2 and 5, 4 locations, extending into the
mechanical chase on the south side of the chases and into the elevator and ramp areas
on the north side of the chases, see item #2 above for footings.
4. The 24" walls at grids C and D, west of Grid 1 extend further to the west, see the
architectural drawings.
The area well west of grid 1 between grid B 1 and C shall have a gravel bottom, no
slab, and the elevation of the top of gravel shall be 85' - 4".
The area well east of grid 5 between grids A and B shall have a gravel bottom, no
slab.
The area wells between grids A and B, west of grid 2 and east of grid 5, shall be
reinforced as per note 10 in lieu of note 11 shown.
8. The 20" foundation wall at grid A shall be reinforced as per the general notes.
9. Provide a cable trough as per detail SSD-03 and the architectural drawings along grid
6, see the architectural drawings for exact location and extent.
10. Detail 11/S-201 at the elevator shall be replaced with SSD-02.
11. The columns at grid 3 and 4 north of grid A shall be as per the architectural drawings
and the column schedule.
Sheet S-101
1. Concrete beam schedule, CB-3, revise the horizontal beam reinforcing to be 246 top
& 246 bottom, in lieu of the 245 shown.
2. Revise all details called out as 2/S-301 to be 3/S-302.
3. Beams at grid B 1 between grids 2.5 and 4.5, shall be revised to be W 14X53 in lieu of
W 14X26 or W 14X30. The number of welded anchor studs shall be as shown.
4. The detail cuts between grids 3 and 4 at grid B1 shall be 7/S-301 in lieu of 1/S-302.
5. The W12X19 beams at grid C between grids 2 and 5 shall connect to the concrete
columns similar to detail 5/S-301.
6. The beam at the east stair well south of grid D shall be a CB-2.
7. Cast slab across walls at entries, typical.
8. The numbers in parenthesis after beam designations represent the number of 3/4" X
3-1/2" welded anchor studs.
9. Bearing plate schedule, revise P-2 to be a 1" X 8" X 12" plate with the anchors
shown.
10. The beam at the elevator on grid 5 shall be full width and shall be a CB-3 beam
Sheet S-102
1. At grid B between grids 1 and 2, revise the CB-2 to be a CB-3.
2. At the north wall of the mechanical chase, use a CB-1 at the mechanical opening.
3. Use a P-2 bearing plate at W 16 beams and a P-1 bearing plate at W 12 beams.
4. The beams near grids 3 and 4 north of grid C shall be revised from W8X12 to be
W8X15 beams with the same number of welded anchor studs.
5. Detail 12/S-302 called out between grids 5 and 6 near grid D shall be revised to be
13/S302.
6. The stair stringers and beams shall be TS 12X2X1/4 and the pans shall be 10 gauge.
7. The beam at the elevator on grid 5 shall be full width and shall be a CB-3 beam
8. Copy note 11 from Sheet S-101.
9. The numbers in parenthesis after beam designations represent the number of 3/4" X
3-1/2" welded anchor studs.
10. Revise floor deck note to match note on sheet S-101.
Sheet S-103
1. The W30X99 beam at grid Bl shall have 1-1/4" camber.
2. The detail shown between grids 1 and 2 and grids C and D shall be deleted.
3. The detail not called out near grid 3 between grids c and D shall be detail 1/S-301.
4. The details between grids 3 and 4 and grids D and D1 called out as 9/S-301 and
10/S-301 shall be revised to be 10/S-301 and 11/S-301 respectively.
5. The detail shown but not called out at grid A-3 shall be SSD-04.
6. The beam at the elevator on grid 5 shall be full width and shall be a CB-3 beam.
7. At elevation 30' - 0", add 6X4X5/16 continuous relief angle around the entire
building. Attach to the concrete with anchors per details 5 and 6 on sheet S-302.
Provide a second relief angle at or below elevation 142' -0", same size as above,
welded to the steel columns with 1/4" fillet welds.
8. The numbers in parenthesis after beam designations represent the number of 3/4" X
3-1/2" welded anchor studs.
9. The stair stringers and beams shall be TS12X2X1/4 and the pans shall be 10 gauge.
Sheet S-104
1. The column and beam framing shown at the outside of the building line is at the
bottom of the high window. These beams shall be welded in place to continuous
columns, unless shown otherwise.
2. Provide bracing for concrete walls taller than 20' per details SSD-05 and SSD-06.
3. The S5X10 beams shown at grids 2 and 5 between grids C and D are short beams
from the concrete walls to the W 1 OX22 beams.
4. Delete the lower two sets of dimensions at the top of the sheet, and delete the right
and left dimensions at the left of grid 1.
5. Detail 2/S-401 shows the typical joist bearing at the exterior of the building. The
enclosed detail SSD-01 shows the bearing detail at the rolled sections at the exterior
for deeper than 5" beams. For 5" deep sections add a level bearing seat made of 1/2"
plates, see detail SSD-08.
6. See Sheet S-103 for X Braces.
7. At grids 2 and 5, at the lower line of framing, the detail cut shall be revised from 6/S-
402 to be 5/S-402.
8. At grid 4 below grid F, cut detail 6/S-402, looking north.
9. The members pointed to but not called out on the lower framing between grids 1 and
2 at the top of the sheet, shall be T S I OX6X1/4.
10. The light track supports shall be per detail SSD-07.
11. The beam at the elevator on grid 5 shall be full width and shall be a CB-3 beam.
12. See item 97, sheet S-103 above for relief angles.
Sheet S-210
1. Details 9 and 10, the bars at the bottom of the walls shall be 2-46 bars continuous.
2. Detail 11, revise scale to be "none".
Sheet S-301
1. Detail 2, Concrete wall may occur above.
2. Detail 10, the right 2 columns shall be revised from TS5X5X1/4 to be TS6X6X5/16,
Sheet S302
1. Detail 5, revise the note showing the call out for detail 2/S-302 to be 2/S-301. The
veneer lintel angle shall be a 6X4X5/16 continuous angle.
2. Detail 6, connections of the stone cap to the wall shall be as per the architectural
drawings. The veneer lintel angle shall be a 6X4X5/16 continuous angle.
3. Detail 7, bolts for the connections shall be high strength bolts.
4. Detail 8, revise "metal dock" to be "metal deck".
5. The 1/4" fillet weld shall be a field weld.
Sheet S-104
1. Detail 1, Align the TS4X3X1/4 Tube at 36" on center with the skylight ribs.
2. Detail 2, revise the edge angle to be a 3/8" bent plate shaped as per the architectural
drawings. See detail D2/A-502. The gutter support bent plate shall be a 5/16" bent
plate.
3. Detail 10, the weld shown shall be 24" total, each member.
Sheet S-402
1. Detail 1, the 3/8X6 plate shall be continuous.
2. Detail 2, the 2-2-1/2X2-1/2X1/4 angles shall be the angles shown as the drag strut,
not the top angles of the joist.
3. Detail 5, the stiffener plates at the beams shall be 1/2" thick, both sides. The 12" total
length weld shall be to each member.
4. Detail 7, the top detail at the overbuild shall be similar to 8/S-402.
5. Detail 8, the 1/16" weld shown shall be a fillet weld. The deck welds shall be as per
the plans. The 1/4" X 4" X 4" bent plate weld to the top of the wall (14 gauge) shall
be a 3/16" fillet weld 4" long, not a puddle weld. The 1/4" X 4" X 4" bent plates are
to be continuous. The 3/16" fillet weld shown as 2 @ 12 is from the bent plate to the
deck.
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