K K E A rchitects, Inc.
300 first avenue north
m inneapolis, m n 55401
612/339-4200
612/342-9267 fax
www.kke.com
ADDENDUM NO. 2 to
ADDITION & REMODELING for
HENNEPIN COUNTY LIBRARY - NOKOMIS
5100 - 34th Avenue South
Minneapolis, Minnesota for
Hennepin County, State of Minnesota
KKE Project No.: 0806.1233.23
Hennepin County Contract No.: 2776A9
Hennepin County Project No.: 0030319
KKE ARCHITECTS
300 FIRST AVENUE NORTH
MINNEAPOLIS, MINNESOTA 55401
September 24, 2009
This Addendum forms a part of the Contract Documents and modifies the original
Bidding Documents dated August 24, 2009.
Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure
to do so may subject Bidder to disqualification.
This Addendum consists of 15 pages, plus attachments. Reference made to the Project
Manual and Drawings shall be used as a guide only. Bidders shall determine the work
affected by Addendum items.
COPYRIGHT © 2009 KKE ARCHITECTS, INC.
m inneapolis
las vegas
irvine
phoenix
tucson
pasadena
expanding the vision
SM
LIST OF PLAN HOLDERS
1.
For the Bidders' convenience, a list of current plan holders, known to the Architect, is
attached at the end of this Addendum.
CHANGES TO VOLUME 1 of 2 ARCHITECTURAL PROJECT MANUAL
1.
Document 00 01 10 - Table of Contents
a.
Delete the following sections:
1)
09 65 16.16 - Resilient Sheet Linoleum Flooring
2)
10 51 26 - Plastic W ardrobe Lockers
b.
Add the following sections:
1)
09 65 16.13 - Resilient Sheet Rubber Flooring
2)
10 14 33 - Illuminated Panel Signage
3)
10 51 13 - Metal W ardrobe Lockers
2.
Document 00 31 32 - Geotechnical Data
a.
Add Subparagraph 1.01.A.3.:
3.
An additional sub-surface investigation has been performed and a
report, prepared by American Engineering Testing, Inc. AET, titled
"Geotechnical Exploration and Review - Addendum Report", Project
Number 22-00324, dated September 4, 2009. A copy of this
additional report is attached at the end of this Addendum.
3.
Document 00 41 13 - Bid Form for Stipulated Sum (Single Prime Contract)
(Revised - Addendum No. 2)
a.
Revise Alternate No. 1. For the Bidders' convenience, the revise Bid Form is
attached at the end of this Addendum.
4.
Section 01 11 00 - Summary of Work
a.
Add Subparagraph 1.01.D.2. as follows:
2.
Demolition of certain portions of the existing building w hich are
know n to contain hazardous materials.
b.
Add Subparagraph 1.01.E.2. as follows:
2.
Demolition of certain portions of the existing building w hich are
know n to contain hazardous materials.
c.
Revise Article heading 1.02 RELATED DOCUMENTS AND W ORK to read:
1.02
RELATED DOCUMENTS, SECTIONS AND W ORK
d.
Add Paragraph 1.02.B. as follows:
B.
Section 02 41 19.13 - Selective Building Demolition: For cooperation
and coordination w ith Ow ner's separate contractor for demolition of
certain portions of the existing building and abatement of hazardous
materials.
e.
Revise Article heading 3.03 CORRELATION W ITH OTHER TRADES to read:
3.03
CORRELATION W ITH OTHER TRADES AND OW NER'S
CONTRACTORS
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
f.
Add Paragraph 3.03.I. as follows:
I.
General Contractor shall cooperate and coordinate w ith Ow ner's
separate contractor for demolition of certain portions of the existing
building know n to contain hazardous materials. Coordinate the
Ow ner's w ork and the W ork of this Contract in conjunction w ith
Section 02 41 19.13.
5.
Section 01 23 00 - Alternates
a.
Delete Paragraph 2.01.A., and substitute:
A.
Alternate No's. 1A and 1B
1.
Alternate No. 1A: Provide an alternate price for repair of
existing 6 foot high w ood fences along w est and south
property lines, as specified in Section 06 1063, in lieu of Base
Bid of retaining existing fences and no w ork to the existing
fences.
2.
Alternate No. 1B: Provide an alternate price for demolition of
existing 6 foot high w ood fences and footings along w est and
south property lines and providing new cedar w ood fences
and footings as detailed on the Landscape Draw ings, and
specified in Section 06 10 63, in lieu of Base Bid of retaining
existing fences and no w ork to the existing fences.
3.
Removal of existing 3 foot high w ood fence and existing
chainlink fence shall remain in the Base Bid.
6.
Section 01 50 00 - Temporary Facilities and Controls
a.
Add Paragraph 2.12.B.:
B.
From the start of construction, the Ow ner w ill provide a 6 foot high
chainlink construction fence and double gate at the drivew ay
entrance.
7.
Section 02 41 19.13 - Selective Building Demolition
a.
Delete Paragraph 1.01.E., and substitute:
E.
Cooperation and coordination w ith the Ow ner's separate contractors
for:
1.
Demolition of certain portions of the existing building
containing hazardous materials;
2.
Abatement of hazardous materials not requiring building
demolition.
b.
Delete paragraph 1.08.b. in its entirety.
c.
Add Article 1.09 as follows:
1.09
DEMOLITION OF HAZARDOUS MATERIALS
A.
Hazardous materials are know n to exist in the existing
building.
B.
Ow ner's environmental consultant has performed
independent field tests and has prepared a report containing
information regarding hazardous materials. Copies of the
report are available from the Ow ner. Refer to Ow ner's
hazardous materials report for materials.
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
C.
D.
8.
Ow ner's abatement contractor w ill perform abatement of the
hazardous materials in accordance w ith their contract
agreement w ith the Ow ner. General Contractor and
demolition subcontractor shall coordinate scheduling of
demolition w ork and abatement w ork w ith the Ow ner and
Ow ner's abatement contractor for demolition and abatement
of existing materials.
Ow ner, under separate contract, w ill perform the follow ing
demolition w ork and removal of hazardous materials
throughout the existing building prior to commencement of
demolition w ork of the General Construction W ork:
1.
Removal of insulation from boiler piping in the
Basement level. Piping to be removed by General
Contractor.
2.
Removal of exterior stucco soffits and plyw ood
sheathing at fascias.
3.
Removal of the interior plaster ceilings at the First
Floor. Removal of plaster ceilings in Basement shall
be by General Contractor. Plaster ceilings at
Clerestory shall remain.
4.
Removal of the spray-on insulation from exterior sides
of the structural steel and extending approximately 15
feet into the interior side of the steel beams that
support the low er roof areas at the exterior bearing
w alls.
5.
Removal of the interior light fixtures w ithin the plaster
ceilings, and exterior light fixtures w ithin the exterior
plaster soffits.
6.
Removal of interior w alls, doors and associated
electrical w ork w ithin 15' of exterior perimeter w alls.
E.
Ow ner, under separate contract, w ill perform the follow ing
demolition w ork and removal of hazardous materials from the
existing building simultaneously and in conjunction w ith the
demolition w ork of the General Construction W ork. General
Contractor shall coordinate and cooperate w ith Ow ner's
abatement contractor for removal of the follow ing:
1.
Removal of the HVAC duct w ork below the First Floor
concrete floor slabs on the north side of the building.
F.
If other materials suspected of containing hazardous
materials, not described in Ow ner's abatement report, are
encountered, do not disturb; immediately notify Architect and
Ow ner. Hazardous materials w ill be removed by Ow ner under
a separate contract.
Section 04 43 13 - Limestone Masonry
a.
Throughout specification section, revise the words "planter wall cap" to read:
"monument sign w all cap".
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
9.
Section 06 1063 - Exterior Rough Carpentry
a.
Delete subparagraph 1.2.A.1. and substitute:
1.
W ood Screen Fences, including:
a.
Repair of existing-to-remain w ood fence - Alternate No. 1A.
b.
Complete removal of existing 6 foot high w ood fence system
for replacement w ith new - Alternate No. 1B.
c.
Trash enclosure screen fence.
b.
Add Subparagraphs 1.2.B.3. and 4:
3.
Division 01, Section for Alternates: For language affecting the w ork
of this Section.
4.
Division 32 Decorative Metal Fences and Gates
c.
Add Article 1.7.:
1.7
EXISTING CONDITIONS - ALTERNATE NO. 1A
A.
Existing rough saw n redw ood fence consists of 4 x 4 RS
posts, 2 x 4 RS horizontal framing members betw een posts,
and 1 x 10 RS vertical boards, staggered from fac-to-face.
d.
Add Article 3.4.:
3.4
REPAIR OF EXISTING W OOD FENCE - ALTERNATE NO. 1A
A.
Repair w ork of existing fence includes the 6 foot high w ood
fences along the w est and south property lines. This w ork
DOES NOT include the 3 foot high w ood fence.
B.
Remove existing deteriorated 4 x 4 w ood posts and footing,
and replace w ith new w ood posts specified in this Section
and new concrete footings.
1.
Quantities of Posts to be Removed and Replaced w ith
New
a.
8 posts from fence along w est property line.
b.
14 posts from fence along south property line.
2.
C.
D.
10.
Contractor shall coordinate w ith Ow ner and Architect
to identify exact locations off the 22 existing posts and
footings to be removed and replaced.
Remove adequate quantities of 1 x 10 vertical w ood face
boards and 2 x 4 horizontal framing members from the posts
to perform removal and replacement of posts. Retain 1 x 10's
and 1 x 4's for reinstallation to new posts.
Remove one section, approximately 12 feet long, of existing
broken 2 x 4 RS horizontal framing member for replacement
w ith new .
Section 07 42 43 - Composite Aluminum Panels
a.
Delete Paragraph 2.02.G., and substitute:
G.
Underlayments
1.
Refer to Section 06 10 00 for building paper installed by metal
panel installer.
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
2.
11.
Section 08 71 00 - Door Hardw are
a.
At Subparagraph 2.06.D.5. delete acceptable manufacturers Corbin/Russwin,
Sargent, Schlage and Yale. Mortise locks by Best Locks only are acceptable.
b.
At Subparagraph 2.06.E.6. delete acceptable manufacturers Corbin/Russwin,
Sargent, Schlage and Yale. Cylindrical locks by Best Locks only are acceptable.
c.
Delete paragraph 2.019.a. in its entirety and substitute:
A.
Standard: BHMA A156.18.
613 (US10B)
Hinges- Exterior
613
Hinges- Interior
613
Locksets
613
Closers
690 Spray Dark Bronze
Exit Devices
613
Operating Trim
613
Overhead Stops and Holders
613
Protection Plates
613
W all Stops
613
Thresholds
Alum- Clear
d.
Hardw are Sets
1)
At all Hardware Sets where "-xxx" appears, revise to read "-Series".
2)
12.
Membrane Underlayment (Asphalt W ater Barrier / Peel/Stick):
Self-adhered membrane of rubberized asphalt membrane
flashing, 40-mil-thick, self-adhering sheet consisting of 36
mils rubberized asphalt laminated to a 4-mil-thick,
polyethylene film w ith release liner on adhesive side and
formulated for application w ith primer that complies w ith VOC
limits of authorities having jurisdiction.
a.
"CCW -705", (Carlisle Coatings & W aterproofing, Inc.)
b.
"Perm-A-Barrier", (W . R. Grace Construction Products)
c.
"Blueskin SA", (Henry Company)
d.
"ExoAir 110", (Tremco, Incorporated)
e.
Provide manufacturer's recommended primers,
mastics and adhesives as required for a complete
installation.
Hardware Set #284.1: At Access Control Interface, delete "by Division
28", and substitute: By Ow ner.
Section 09 30 13 - Ceramic Tiling
a.
Add subparagraphs 2.02.C.1. and 2. as follows:
1.
Acceptable Manufacturers
a.
Cal-Ga-Crete Industries Inc., 615 Sanford Ave., W ilmington,
CA 90744, PO Box 5565, Compton, CA 90224-5565, Ph:
310-639-8960, http://w w w .calgacrete.com/
b.
Kepcor, Inc., 215 Bridge St., Minerva, OH 44657, PO Box 119,
Minerva, OH 44657, Phone: 330-868-6434,
http://w w w .industrynet.com/info.asp?CID=127494
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
2.
For design purposes Cal-Ga-Crete Industries Inc. tile products are
specified.
a.
"QuariCrete Hex", Terracotta Series, (Cal-Ga-Crete Industries
Inc.)
1)
Surface Finish: Quarry Tile
2)
Edges: Square
3)
Size and Shape: 6" x 6" hexagon.
4)
Color: Selected by Architect from manufacturer's full
range of colors to match existing.
13.
Section 09 65 16.13 - Resilient Sheet Rubber Flooring
a.
Add this new Section in its entirety to the Project Manual. For the Bidders'
convenience the new Section is attached at the end of this Addendum.
14.
Section 09 65 16.16 - Resilient Sheet Linoleum Flooring
a.
Delete this Section in its entirety from the Project Manual.
15.
Section 10 14 33 - Illuminated Panel Signage
a.
Add this new Section in its entirety to the Project Manual. For the Bidders'
convenience the new Section is attached at the end of this Addendum.
16.
Section 10 51 13 - Metal W ardrobe Lockers
a.
Add this new Section in its entirety to the Project Manual. For the Bidders'
convenience the new Section is attached at the end of this Addendum.
17.
Section 10 51 26 - Plastic W ardrobe Lockers
a.
Delete this Section in its entirety from the Project Manual.
18.
Section 11 51 16 - Book Depositories
a.
At Paragraph 2.01.A, delete "Item 15-8950-BK (Kingsley Companies 1-(909)
455-1240)", and substitute:
Item 45006928, (Tech Logic, Phone: 651.747.0492, Toll free: 800.494.9330),
no substitutions.
b.
Delete Subparagraph 2.01.A.4. in its entirety and substitute:
4.
Dimensions
a.
External Faceplate: 29-1/2" w . x 23-1/2" h.
b.
W all Shroud: 23-1/2" w . x 17-1/2" h. x 6" d.
c.
Interior Chute Assembly:
1)
From Back of Faceplate to Interior Edge of Entry
Chute: 19-1/16" d.
2)
From Back of Faceplate to Interior Bottom Surface of
Entry Chute: 14" d.
3)
From Bottom of W all Shroud to Bottom of Interior
Edge of Entry Chute: 2-3/8" h.
CHANGES TO VOLUME 2 of 2 MECHANICAL, ELECTRICAL, CIVIL and LANDSCAPING
PROJECT MANUAL
1.
Changes to the Mechanical and Electrical Specification are attached at the end of this
Addendum.
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
2.
Document 00 01 10 - Table of Contents
a.
Add the following sections
1)
23 36 00 - Air Terminal Units
2)
32 31 19 - Decorative Metal Fences and Gates
3.
Section 32 31 19 - Decorative Metal Fences and Gates
a.
Add this new Section in its entirety to the Project Manual. For the Bidders'
convenience the new Section is attached at the end of this Addendum.
4.
Section 33 40 00 - Storm Sew er System
a.
Refer to memorandum from Anderson-Johnson Associates, Inc., dated
September 23, 2009, regarding Equivalent for Underground Storage System
from StormTech, attached at the end of this Addendum.
MATERIAL, PRODUCT AND EQUIPMENT PRIOR APPROVALS
The following approvals are granted with the understanding that each either meets or exceeds
the respective specifications. Materials, products and equipment listed herein and subsequently
incorporated in the W ork which do not comply with the Specifications will be removed from the
W ork and replaced with the specified material, product or equipment at no additional cost to the
Owner.
Section 32 32 23 - Segmental Retaining W all
Segmental Retaining W all Units:
"Allen Block Collection, Ashlar Blend System", "hand split" rock face,
color: "Riviera", (Allen Block, Inc.)
CHANGES TO THE CIVIL DRAW INGS
1.
DRAWING C1.1 - SITE REMOVALS PLAN
a.
Key Note Legend
1)
Delete Key Note number 9, and substitute:
9
BASE BID: REMOVE EXISTING 3' HIGH WOOD FENCE AND
CHAINLINK FENCE, NO WORK TO EXISTING 6' HIGH WOOD
FENCE. ALTERNATE NO. 1A: RETAIN EXISTING 6' HIGH
W OOD FENCE AND MAKE REPAIRS AS DESCRIBED IN
SPECIFICATION SECTION 06 1063. ALTERNATE NO. 1B:
REMOVE EXISTING 6' HIGH WOOD FOR REPLACEMENT
W ITH NEW AS DESCRIBED ON DRAW INGS L101 AND L501.
2)
Delete Key Note number 12, and substitute:
12
REMOVED EXISTING LIGHTS, POLES, STANDARDS, W IRING
AND CONDUIT.
CHANGES TO THE LANDSCAPE DRAW INGS
1.
DRAW ING L001 - LANDSCAPE COVER SHEET
a)
Plant Schedule: Make the following revises as indicated on revised Drawing
L001 attached at the end of this Addendum:
1)
DECIDUOUS TREES
i.
Add plant symbol B - COMMON HACKBERRY category.
ii.
At plant TOTAL revise plant quantity 3 to read: 7.
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
2.
2)
DECIDUOUS SHRUBS
i.
At plant symbol AD revise plant quantity 55 to read: 34.
3)
PERENNIALS
i.
At plant symbol CB revise plant quantity 86 to read: 83.
ii.
At plant symbol CD revise plant quantity 157 to read: 107.
iii.
At plant symbol CE revise plant quantity 72 to read: 85.
iv.
At plant symbol CF revise plant quantity 224 to read: 180.
v.
Add plant symbol CG - DW ARF GOATSBEARD category.
vi.
At plant TOTAL revise plant quantity 663 to read: 623.
4)
PRETREATMENT BASIN
i.
At plant symbol EA revise all plant quantities 181 and 182 to read:
174 and 175.
ii.
At plant TOTAL revise plant quantity 906 to read: 874.
5)
Delete BULBS category in its entirety.
DRAWING L101 - LANDSCAPE PLANTING PLAN
a)
Make the following revises as indicated on revised Drawing L101 attached at the
end of this Addendum:
1)
Revise plant quantities at PRETREATMENT BASINS.
2)
Add 4 DECIDUOUS TREES along east and south property lines.
3)
Add dimension 3'-0" to MINERAL MULCH AREA at each ornamental
metal railing and swing gate.
4)
Revise plant quantities.
5)
Revise scoring pattern at AREA OF SPECIAL SCORING.
6)
Delete all BULBS identified with plant symbol "FA" from LANDSCAPE
PLANTING PLAN.
7)
Along the west property line, revise the dimensions and heights of the
existing wood fences.
CHANGES TO THE ARCHITECTURAL DRAW INGS
1.
DRAW ING A001 - ABBREVIATIONS, SYMBOLS, W ALL TYPES AND DETAILS
a.
At Drawing Title, delete the words "Trash Encl."
b.
Add the following details for the Site Monument Sign, attached at the end of this
Addendum.
1)
Detail 1/A001 - Monument Sign Plan
2)
Detail 2/A001 - Monument Sign Elevations
3)
Detail 3/A001 - Monument Sign Section
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
2.
DRAWING A101 - BASEMENT DEMOLITION PLAN
a.
Basement Demolition Plan
1)
Near Grid Lines CC/B revise plan note at existing concrete stoop to read:
REMOVE EXISTING CONCRETE STOOP SLAB, FOUNDATION SHALL
REMAIN
b.
3.
Demolition Key Notes
1)
Delete Key Note number 28, and substitute:
28
OW NER W ILL REMOVE EXISTING PORCELAIN ENAMEL
STRIP KITCHEN BASE UNIT/W ALL UNIT, INCLUDING
REFRIGERATOR, OVEN, RANGE, AND SINK. OW NER W ILL
CAP EXISTING REMAINING ROUGH-IN UTILITIES
DRAWING A102 - FIRST FLOOR DEMOLITION PLAN
a.
First Floor Demolition Plan
1)
At location south of the Elevator, add Demolition Key Note 44 at the
existing countertop, cabinets and sink.
b.
2)
South of Grid Line intersection BB/14, just north of existing door, add
Demolition Key Note 45 at existing Book Drop.
3)
Near Grid Line B, at west end of East Stair/Vestibule, revise Demolition
Key Note 11 to read: 11A.
4)
Near Grid Line C, at east end of W est Stair/Hall/Book Drop E., revise
Demolition Key Note 11 to read: 11A.
5)
At Grid Lines CC/B, at Demolition Key Note 27, remove only the concrete
stoop slab, footing and foundation shall remain.
6)
Near Grid Lines BB/B, add hatch pattern and dashed border, and the
following note, as indicted on Detail 1/A102, attached at the end of this
Addendum.
INTERIOR WALL, DOORS AND ASSOCIATED ELECTRICAL W ORK
W ITHIN 15' OF EXTERIOR PERIMETER WALL TO BE REMOVED BY
OW NER'S ABATEMENT CONTRACTOR.
Demolition Key Notes
1)
Add Note 11A:
11A
OW NER WILL REMOVE EXISTING INTERIOR ALUMINUM
W INDOW ASSEMBLY
2)
Delete Note 34, and substitute:
34
REMOVE MAIN FLOOR PLASTER CEILING WHERE EXISTING
AFTER ABATEMENT W ORK, INCLUDING SUSPENSION
COMPONENTS AND PERIMETER 4'-0" W IDE FLAT SOFFIT AT
EXTERIOR W ALLS.
3)
Add Demolition Note 44 to read:
44
OW NER WILL REMOVE EXISTING COUNTERTOP, SINK,
W ALL AND BASE CABINETS. OW NER W ILL TEMPORARILY
CAP EXISTING REMAINING ROUGH-IN UTILITIES
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
4)
4.
Add Demolition Note number 45 to read:
45
REMOVE EXISTING BOOK DROP
DRAWING A202 - FIRST FLOOR PLAN
a.
Detail 1/A202 - First Floor Plan
1)
Along Grid Line 16, on the north side of existing wall separating ENTRY
102 from BOOK DROP E. 111, add the following note:
W HERE EXISTING CURTAIN WALLS AND SOFFITS ARE REMOVED,
PATCH EXISTING LIMESTONE W ALL W ITH NEW LIMESTONE TO
MATCH EXISTING
2)
Along Grid Line 3, on the north side of existing wall separating
TECHNOLOGY ZONE 108 from EAST VESTIBULE 131, add the
following note:
W HERE EXISTING CURTAIN WALLS AND SOFFITS ARE REMOVED,
PATCH EXISTING LIMESTONE W ALL W ITH NEW LIMESTONE TO
MATCH EXISTING
3)
South of Grid Line intersection BB/14, just north of new door 114, add the
following plan note:
IN-FILL EXISTING WALL OPENING LEFT BY REMOVAL OF EXISTING
BOOK DROP, W ITH NEW CMU AND LIMESTONE TO MATCH
EXISTING.
5.
DRAW ING A301 - EXTERIOR ELEVATIONS
a.
Detail 9/A301 - Ornamental Detail
1)
For clarification purposes vertical posts, top rail, bottom rail and steel
pickets shall be solid steel bars.
6.
DRAWING A602 - LIBRARY SHELVING AND FLOOR FINISH PLAN
a.
Detail 1/A602 - Library Shelving and Floor Finish Plan (Dashed Furniture for
Reference)
1)
W here CTF-4 is indicated on the plan, revise to read: CTF-2
b.
Floor Plan Key Notes
1)
Note 2: Revise CTF-4 to read: CTF-2
2)
Note 3: Revise "INSTALLED BY CONTRACTOR to read: INSTALLED
BY OW NER, and add: MILLW ORK PROVIDED BY CONTRACTOR.
7.
DRAW ING A702 - INTERIOR ELEVATIONS
a.
Detail 6/A702 - Interior Elevation At Childrens / Multi-Purpose Room
1)
Delete detail reference bubble at wall base not filled in.
8.
DRAW ING A703 - INTERIOR ELEVATIONS
a.
Room Finish Schedule
1)
Room 014 - STORAGE:
a)
At Floor Fin., delete the number "9", and substitute: SEAL
b)
At North W all Fin., East W all Fin., South W all Fin., and W est W all
Fin., delete the "PT", and substitute: PT-1
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Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
2)
Room 015 - HEAD END:
a)
At Floor Fin., delete the number "9", and substitute: SEAL
b)
At North W all Fin., East W all Fin., South W all Fin., and W est W all
Fin., delete the "PT", and substitute: PT-1
3)
Room 112 - BOOK DROP W : Revise FLOOR FIN CTF-4 to read: CTF-2
4)
Room 118 - W ORK: At W est W all Fin., delete STN-1, and
substitute: PT-3.
5)
Room 125 - FAMILY READING: At Notes column, add note number 7.
6)
Room 126 - SOUTH STACKS: At Base Mat., delete W D-1, and
substitute: W DB
7)
Room 127 - MULTIPURPOSE:
a)
At Base Mat., delete W D-1, and substitute: W DB
b)
At Ceiling Fin., delete PT.
8)
Room 129 -TOILET:
a)
At Floor Fin., delete CTW -1 and substitute: CTF-1
b)
At East W all Mat., delete EX-STONE, and substitute: GYP.
9)
Room 130 - CHILDREN'S AREA:
a)
At Base Mat., delete W B-1, and substitute: EX-STONE.
b)
At Notes column, add note number 7.
10)
Room 131 - EAST VESTIBULE: At Notes column, add note number 7.
11)
General Note: Individual numbers, 1 through 9, appearing in the Room
Finish Schedule refer to notes listed in the Finish Schedule Key Notes.
9.
DRAW ING A902 - DETAILS
a.
Detail 7/A902 - Jamb At Curtain W all
1)
At all Details where limestone abuts adjacent or concealed construction,
provide head joint of stone to be sawn cut. Add backer rod and sealant
between limestone and adjacent or concealed construction. For the
Bidders' convenience, a revised Detail 7/A902 is attached at the end of
this Addendum.
10.
DRAW ING A904 - DETAILS
a.
Detail 1/A904 - Fascia/Soffit At Existing
1)
Revise note EXISTING STEEL, BLOCKING, PLYW OOD SHEATHING,
PLYW OOD ROOF CANT TO REMAIN to read:
EXISTING STEEL TO REMAIN. EXISTING PLYW OOD SHEATHING
TO BE REMOVED BY OW NER. NEW PLYW OOD SHEATHING, ROOF
BLOCKING, ROOF CANT PROVIDED BY CONTRACTOR.
11.
DRAW ING A908 - DETAILS
a.
Detail 2/A908 - Frame Head (#101B)
1)
Add metal panel above door as indicated on Detail 2/A908 attached at
the end of this Addendum.
12
Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
12.
13.
DRAW ING A912 - CHILDRENS AREA DETAILS & CEILING CANOPY DETAILS
a.
Detail 1/A912 - Enlarged Plan - Children's "Tree" Base
1)
At all of the dimensions around the perimeter, add the words FACE 1,
FACE 2, FACE 3, FACE 4, and FACE 5. For the Bidders' convenience
the new Detail 1/A912 is attached at the end of this Addendum.
b.
Detail 8/A912 - Section - Children's "Tree" Base
1)
Entire Detail revised with added notes and detail references. For the
Bidders' convenience the new Detail 8/A912 is attached at the end of this
Addendum.
c.
Detail 9/A912 - Suspended Acoustical Canopies at Children's "Tree"
1)
Add the following note, and show sprinkler layout. For the Bidders'
convenience the new Detail 9/A912 is attached at the end of this
Addendum.
NOTE: IF REQUIRED, SPRINKLE TO BE ROUTED AS SHOWN
ADJACENT TO EXIST. STEEL COLUMN. CONTRACTOR TO VERIFY
SPRINKLER REQUIREMENTS. SEE DETAIL 15/A912 FOR
SPRINKLER HEAD W ITHIN ACOUSTICAL CANOPY.
d.
Detail 13/A912 - Enlarged Plans - Acoustical Canopy Types
1)
At Plan Detail "A", delete the detail reference bubble at top of the Detail,
and fill in 2 detail reference bubbles near bottom of the Detail. For the
Bidders' convenience the new Detail 13/A912 is attached at the end of
this Addendum.
e.
Detail 15/A912 - Section - Suspended Acoustical Canopy - Sprinkler
1)
Add this Detail in its entirety to the Drawing. For the Bidders'
convenience the new Detail 15/A912 is attached at the end of this
Addendum.
DRAW ING A913 - LIBRARY SHELVING & END PANEL DETAILS
a.
Details 1, 2, 3, and 7/A913 - End Panel Elevations
1)
At note referencing metal cantilever shelving, delete "INSTALLED BY
CONTRACTOR", and substitute: INSTALLED BY OW NER.
CHANGES TO STRUCTURAL DRAW INGS
1.
DRAW ING S401 - SECTIONS
a.
Details 12A/S401 - Section
1)
Delete cut limestone wall caps, and substitute cast-in-place,
architecturally finished concrete. Refer to Detail RS#5 attached at the
end of this Addendum.
b.
Detail 13/S401 - Section
1)
Delete cut limestone wall caps, and substitute cast-in-place,
architecturally finished concrete. Refer to Detail RS#6 attached at the
end of this Addendum.
13
Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
CHANGES TO THE MECHANICAL DRAW INGS
1.
Changes to the Mechanical Drawings are attached at the end of this Addendum.
CHANGES TO THE ELECTRICAL DRAW INGS
1.
Changes to the Electrical Drawings are attached at the end of this Addendum.
2.
DRAW ING E402 - LUMINAIRE SCHEDULE
a.
Luminaire Schedule
1)
Delete the Luminaire Schedule in its entirety for the Drawing and
substitute a new Luminaire Schedule attached at the end of this
Addendum.
DOCUMENTS ISSUED
Plan Holders List
Geotechnical Exploration and Review - Addendum Report
Document 00 41 13 - Bid Form for Stipulated Sum (Single Prime Contract) (Revised Addendum No. 2)
Memorandum: Anderson-Johnson Associates, Inc., dated September 23, 2009, regarding
Equivalent for Underground Storage System from StormTech
SPECIFICATIONS ISSUED
Section
Section
Section
Section
Section
09
10
10
23
32
65
14
51
36
31
16.13
33
13
00
19
Resilient Sheet Rubber Flooring
Illuminated Panel Signage
Metal W ardrobe Lockers
Air Terminal Units
Decorative Metal Fences and Gates
DRAW INGS ISSUED
Landscape
Drawing L001
Drawing L101
(30" x 42" Drawings)
Landscape Cover Sheet
Landscape Planting Plan
Structural
Drawing RS#5
Drawing RS#6
(8-1/2" x 11" Drawings)
Detail 12A/S401 - Section
Detail 13/S401 - Section
Architectural
Detail 1/A001
Detail 2/A001
Detail 3/A001
Detail 1/A102
Detail 7/A902
Detail 2/A908
Detail 1/A912
Detail 8/A912
Detail 9/A912
(8-1/2" x 11" Drawings)
Monument Sign Plan
Monument Sign Elevations
Monument Sign Section
Partial Demolition Plan
Jamb At Curtain W all
Frame Head (#101B)
Enlarged Plan - Children's "Tree" Base
Section - Children's "Tree" Base
Suspended Acoustical Canopies at Children's "Tree"
14
Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
Detail 13/A912
Detail 15/A912
Enlarged Plans - Acoustical Canopy Types
Section - Suspended Acoustical Canopy - Sprinkler
Mechanical
M310-R1-1
M310-R1-2
M320-R1-1
M320-R1-2
M330-R1-1
M330-R1-2
M602-R1-1
(8-1/2" x 11" Drawings)
Detail 1/M310 - Basement Mechanical Plan
Detail 1/M310 - Basement Mechanical Plan
Detail 1/M320 - First Floor Mechanical Plan
Detail 1/M320 - First Floor Mechanical Plan
Detail 1/M330 - Mechanical Roof Plan
Detail 1/M330 - Mechanical Roof Plan
Grilles, Registers, and Diffusers Schedule
Electrical
E301
E402
Main Level Power and Signal Plan (30" x 42" Drawing)
Luminaire Schedule (8-1/2" x 11" Drawing)
END OF ADDENDUM NO. 2
15
Addition & Remodeling for Hennepin County Library - Nokomis
Addendum No. 2
ADDENDUM
Phone: 651-771-0880
Fax:
651-771-0878
E-Mail kfi@kfi-eng.com
670 West County Road B
St. Paul, MN 55113-4527
Date:
Project:
KFI Project Number:
09/22/09
Hennepin County Library - Nokomis
08-565.00
Addendum Number:
002
THIS ADDENDUM IS A CONTRACT DOCUMENT AND MAY APPLY TO ANY OR ALL CONTRACTS AND SUBCONTRACTS UNLESS
OTHERWISE SPECIFIED HEREIN OR SHOWN ON THE ATTACHED DRAWINGS (IF ANY). ALL WORK REQUIRED BY THIS
ADDENDUM SHALL BE IN COMPLETE ACCORD WITH THE CONTRACT DOCUMENTS AND SUBSEQUENT ADDENDA THERETO. THE
ITEMS LISTED IN THIS ADDENDUM ARE NOT IN ANY ORDER IN REGARD TO THE DRAWINGS OR THE SPECIFICATIONS. ALL
CONTRACTORS ARE CAUTIONED TO EXAMINE EACH AND EVERY ITEM OF THIS ADDENDUM.
THE FOLLOWING CHANGES OR CLARIFICATIONS TO THE PLANS & SPECIFICATIONS SHALL BE INCLUDED AS PART OF THE
CONTRACT DOCUMENTS.
SPECIFICATION CHANGES:
1. Section 22 40 00 Plumbing Fixtures. Add the following:
2.10 STAINLESS STEEL SINKS
Sinks
Sink Manufacturer: Elkay
Other acceptable manufacturers
Haws
Just
Faucet Manufacturer: Chicago
Other acceptable manufacturers
Zurn
T & S Brass
Sink (S-1):
Manufacturer: Elkay Model DLR2219-10
Description: Stainless steel single bowl sink, sized 22 x 19 by 10 inch deep, 18 gage, 304
stainless steel, self-rimming, fully undercoated for sound and condensation, with 1-1/2
inch chromed brass drain 3-1/2 inch crumb cup and tailpiece, ledge drilled for trim 8 inch
centers.
Faucet: Chicago Model 1100-HA8-317CP high rise 8 inch swivel gooseneck faucet w/wrist
blade handles. ADA compliant, chrome plated brass, concealed mixing, 2.2 gpm aerator,
vandal resistant mounting hardware.
Trim: Chrome plated 17-gage brass P-traps with clean-out plug and arm with escutcheon,
angle stops w/escutcheons, chrome plated copper supply tubing.
2. Clarification Section 22 40 00 Plumbing Fixtures, paragraph 2.2 Flush Valve Water Closets shall be 1.28
gpf, top spud, exposed flush valve, sensor operated flush valve with 120/24 VDC transformer. Flush Valves
as Manufactured by Sloan, no exceptions.
3. Section 23 07 00.3.13 INDOOR DUCT AND PLENUM SCHEDULE: Add the following: Concealed and
exposed, rectangular and single wall round supply air duct insulation shall be the following: 1: Mineral-Fiber
Blanket: 1-1/2 inches thick and 1.5-lb/cu. Ft. nominal density.
4. Section 23 31 13 METAL DUCTS: 3.8 Start Up: B.: Liner: 1.: Supply Air Ducts: Supply air ducts shall be lined
for 7 feet downstream of each VAV box.
QMF 03-001 Issue 1
5. Section 23 36 00 Air Terminal Units. Add attached section.
6. Section 23 73 13 MODULAR CENTRAL-STATION AIR HANDLING UNITS: 2.2 Unit Casings:
a. Delete reference to Paragraph E.: Service platforms.
b. Clarification to C.3. Access doors: Access doors for fans and filters shall be 24 inches for fans
and filters, 18 inches for remaining door sections.
7. Section 23 73 13 MODULAR CENTRAL-STATION AIR HANDLING UNITS: 2.3 Fan, Drive and Motor
Section:
a. Add the following: Plenum fans shall be continuously welded, and have a fully enclosed OSHA
approved belt guard with tachometer holes. Plenum fans shall have an easily removable
protective cage around the fan to prevent injury to service personnel.
b. Replace 2.3.C with the following: Fan Drive and Motor Section Bearings: Heavy-duty pillow block
type, self-aligning, grease-lubricated ball bearings, with AFBMA L-50 life at 200,000 hours for
maximum rpm. Extend grease fittings to service side of fan and rigidly attach to fan or bearing
supports. Extended grease fittings shall have tube extensions filled with grease at factory.
8. Section 23 73 13 MODULAR CENTRAL-STATION AIR HANDLING UNITS: 2.6 DAMPERS: Dampers for
all air handling units shall by furnished and installed by modular air handling unit manufacturer, actuators shall
be furnished and installed by the Temperature Control Contractor.
9. Section 23 73 13 MODULAR CENTRAL-STATION AIR HANDLING UNITS: 2.8 AIR-TO-AIR ENERGY
RECOVERY:
a. Add the following: The air to air energy recovery wheel shall comply be ARI 1060 certified.
b. Clarify the following: 2.8.A.3.: The wheel coating shall be a polymer film substrate with desiccant
physically embedded in the surface of the polymer film without the use of adhesives. Polymer
desiccant shall be allowed.
c. Delete the following: 2.8.A.3.d: Outdoor air and Exhaust air sensors shall be furnished and
installed by the Temperature Control Contractor.
10. Section 23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC: Clarification: 2.3 DAMPERS: Dampers
for all air handling units shall be furnished and installed by modular air handling unit manufacturer, actuators
shall be furnished and installed by the Temperature Control Contractor.
11. Section 23 09 93 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS: Addition: V. EXHAUST FAN:
Exhaust Fans Elevator Equipment Room Exhaust Fan EF-4 shall be enabled via space sensor upon a rise in
space temperature setpoint (adj.).
12. Section 23 09 93 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS: 1.4.A. Control Sequences, Air
handling Units: Clarify the following: Regarding heat recovery wheel frost control: The Temperature control
Contractor shall be responsible for providing the outdoor and exhaust air temperature sensors for control of
the heat wheel in the frost protection mode.
13. Section 23 82 33 CONVECTORS, RADIANT CEILING PANELS
A. Manufacturer:
1. Sterling Co.
2. Shelley
3. Aero Tech
B. Panels: Extruded aluminum with castellated face plate.
C. Tubing: Hot water tubing shall be 5/8” copper bonded to the aluminum panel with non-hardening heat
transfer paste. Panels shall be piped and tested at factory.
D. Extruded panels shall interlock using tongue-and-groove connections held together with aluminum crosschannels with spring clips. Panels shall be interlocked at factory and complete pre-piped for single
connection in field to supply and return.
E. Paint finish: Electrostatic acrylic powder paint applied with a minimum of 2 mils. Tested to ASTM D3359
crosshatch adhesion test. Provide standard ceiling panel colors as part of submittal. Architect shall
approve color.
F. Insulation: Insulation shall be applied to the panels at the jobsite. Panel supplier shall be responsible for
insulating panels. Insulation shall be 1” thick IMCOA brand. Fiberglass insulation will not be allowed in
exposed ceilings.
H. Capacity: Refer to Schedules.
I. Installation: Radiant Ceiling Panels: Coordinate with electrical contractor on location of lighting and
conduit. Insulation on top of panels shall be applied on jobsite. IMCOA brand insulation (minimum 1”)
shall be used for panel insulation. Double panels shall be connected in parallel so pressure drop is
QMF 03-001 Issue 1
minimized and is as scheduled. Each radiant panel shall have isolation valves at connection. Provide
removable cover to access isolation valves.
14. Section 23 05 19 Low Voltage Electrical Conductors and Cables: Delete reference to “NM” Cable.
MECHANICAL PLAN SHEET CHANGES:
GENERAL NOTE: ADDED TO M110, M210, M310
1. Unless otherwise noted, all floor standing mechanical equipment shall be set on a 4" concrete pad, concrete
pad shall be by the mechanical contractor. Air handling units shall be on a minimum 6" pad.
M110 – BASEMENT PLUMBING PLAN (not issued)
2. Revise Key Note #10 to read: Irrigation supply line, refer to detail 8/M500.
3. Add general note C: Sprinkler contractor shall detail sprinkler piping support on submittal drawings in
accordance with NFPA.
M310 – MECHANICAL SCHEDULES (See attachment M310-R2-1 and M310-R2-2)
4. Add exhaust fan EF-4 and associated duct work to serve elevator equipment room. (M310-R2-1)
5. Add key note 14 to apply to round ductwork in tunnel, note shown (M310-R2-1)
6. Revise supply ductwork around geothermal well field manifold. (M310-R2-2)
M601 – MECHANICAL SCHEDULES (not issued)
7. AIR HANDLING UNIT SCHEDULE – Supply fan ESP shall be 2.5”, Return fan ESP shall be 1.0”
M602 – MECHANICAL SCHEDULES (See attachment M602-R1-1)
8. WATER TO WATER HEAT PUMP SCHEDULE – Omit Note # 4. (not issued)
9. Add GRD types: E-3 and T-6
ELECTRICAL PLAN SHEET CHANGES:
E001 – ELECTRICAL SITE PLAN
1. Delete Transformer Symbol in lower right corner.
E300 – MAIN LEVEL POWER AND SIGNAL PLAN
1. Add EF-4 in Vestibule 009. Provide a 20A,1P circuit from Panel “MLP”. Provide disconnect.
2. Elevator: Existing Elevator to be brought up to current code requirements. Provide a “GFI” receptacle and
Luminaire in Elevator pit. Provide a dedicated 20A, 1P circuit for each. Provide a Jelly Jar RAB
#VBR200DG/F2677. Replace existing receptacles in Equipment Room with new “GFI” receptacles. Provide a
dedicated pone line in elevator Equipment Room. Field verify existing conditions and provide additional
equipment as required for code compliance.
E301 – MAIN LEVEL POWER AND SIGNAL PLAN
1. Refer to attached sheet for revised floor duct layout.
E400 – RISER DIAGRAM AND SCHEDULES
1. Provide exterior mounted CT cabinet and metering per Xcel requirements. Coordinate with utility.
E402 – LUMINAIRE SCHEDULE
1. Provide Types “A” and A1” with Dimming Ballasts.
2. The following are considered equals: EM
EM: Lithonia, Evenlite
EM1: Lithonia, Vision Lighting
EM2: Lithonia, Vision Lighting
C1: Birchwood
D1: Kramer Lighting
QMF 03-001 Issue 1
D3: Kramer Lighting
L2: Solavanti
AA1: Kim Lighting
DD1: Prescolite
SS1: Intense Lighting
PRIOR APPROVALS:
22 33 50 - DOMESTIC WATER CONDITIONING EQUIPMENT
Additional Approved Manufactures:
Water Softeners
1. Culligan
Reverse Osmosis Systems:
1. Culligan
22 40 00 - PLUMBING FIXTURES
Additional Approved Manufactures:
Emergency Eyewash
1. Guardian
Wall Carriers
1. Watts
2. Zurn
23 34 23 - HVAC POWER VENTILATORS
Additional Approved Manufactures:
1. Greenheck
2. Acme Engineering
23 73 13 - MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS
Additional Approved Manufactures:
1. Haakon
Additional Approved Energy Recovery Wheel Manufactures:
1. Xetex
23 81 46 - WATER-SOURCE UNITARY HEAT PUMPS
Additional Approved Manufactures:
1. Addison
23 83 13 – HUMIDIFIERS
Additional Approved Manufactures
1. Dri-Steam
2. Nortex
23 83 16 - RADIANT-HEATING HYDRONIC PIPING
Additional Approved Manufactures:
1. Mr Pex Systems
QMF 03-001 Issue 1
ATTACHMENTS:
Section 23 36 00
E301 – (30x24 drawing)
M310-R2-1
M310-R2-2
M320-R1-1
M320-R1-2
M330-R1-1
M330-R1-2
END OF ADDENDUM
QMF 03-001 Issue 1
Nokomis Library
09/22/2009
SECTION 233600 - AIR TERMINAL UNITS
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Section Includes:
1.
Shutoff, single-duct air terminal units.
SUBMITTALS
A.
Product Data: For each type of product indicated.
B.
LEED Submittal:
1.
Product Data for Prerequisite EQ 1: Documentation indicating that units comply with
ASHRAE 62.1-2004, Section 5 - "Systems and Equipment."
C.
Field quality-control reports.
D.
Operation and maintenance data.
1.3
QUALITY ASSURANCE
A.
Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
by a qualified testing agency, and marked for intended location and application.
B.
ASHRAE Compliance: Applicable requirements in ASHRAE 62.1-2004, Section 5 - "Systems
and Equipment" and Section 7 - "Construction and System Start-Up."
PART 2 - PRODUCTS
2.1
SHUTOFF, SINGLE-DUCT AIR TERMINAL UNITS
A.
Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1.
2.
3.
4.
5.
6.
7.
8.
Carnes.
Krueger.
Metal Aire, Inc.
Nailor Industries Inc.
Price Industries.
Titus.
Trane; a business of American Standard Companies.
Trox USA Inc.; a subsidiary of the TROX GROUP.
Nokomis Library
9.
10.
09/22/2009
Tuttle & Bailey.
Enviro Tech.
B.
Configuration: Volume-damper assembly inside unit casing with control components inside a
protective metal shroud.
C.
Basic Assembly
1.
Casings: Minimum 22 gage galvanixed steel.
2.
lining: minimum ½: thick neoprene or vinyl coated fibrous glass insulation, 1.5 lb/cu ft
density, meeting NFPA 90A requirements and UL 181 erosion requiremtnes. Face lining
with mlar film.
3.
Plenum Air Inlets: Round stub connections for duct attachment.
4.
Plenum Air Outlets: slip and drive connections
D.
Regulator Assembly: System-air-powered bellows section incorporating polypropylene bellows
for volume regulation and thermostatic control. Bellows shall operate at temperatures from 0 to
140 deg F, shall be impervious to moisture and fungus, shall be suitable for 10-inch wg static
pressure, and shall be factory tested for leaks.
E.
Volume Damper: Galvanized steel with peripheral gasket and self-lubricating bearings.
1.
2.
Maximum Damper Leakage: ARI 880 rated, 2 percent of nominal airflow at 3-inch wg
inlet static pressure.
Damper Position: Normally open.
F.
Hydronic Coils: Copper tube, with mechanically bonded aluminum fins spaced no closer than
0.1 inch, and rated for a minimum working pressure of 200 psig and a maximum entering-water
temperature of 220 deg F. Include manual air vent and drain valve.
G.
Direct Digital Controls: Single-package unitary controller and actuator specified in Division 23
Section "Instrumentation and Control for HVAC."
2.2
HANGERS AND SUPPORTS
A.
Hanger Rods for Noncorrosive Environments: Cadmium-plated steel rods and nuts.
B.
Hanger Rods for Corrosive Environments: Electrogalvanized, all-thread rods or galvanized
rods with threads painted with zinc-chromate primer after installation.
C.
Steel Cables: Galvanized steel complying with ASTM A 603.
D.
Steel Cable End Connections: Cadmium-plated steel assemblies with brackets, swivel, and
bolts designed for duct hanger service; with an automatic-locking and clamping device.
E.
Air Terminal Unit Attachments: Sheet metal screws, blind rivets, or self-tapping metal screws;
compatible with duct materials.
F.
Trapeze and Riser Supports: Steel shapes and plates for units with steel casings; aluminum for
units with aluminum casings.
Nokomis Library
2.3
09/22/2009
SOURCE QUALITY CONTROL
A.
Factory Tests: Test assembled air terminal units according to ARI 880.
1.
Label each air terminal unit with plan number, nominal airflow, maximum and minimum
factory-set airflows, coil type, and ARI certification seal.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Install air terminal units according to NFPA 90A, "Standard for the Installation of Air
Conditioning and Ventilating Systems."
B.
Install air terminal units level and plumb. Maintain sufficient clearance for normal service and
maintenance.
3.2
HANGER AND SUPPORT INSTALLATION
A.
Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible,"
Chapter 4, "Hangers and Supports."
B.
Building Attachments: Concrete inserts, powder-actuated fasteners, or structural-steel fasteners
appropriate for construction materials to which hangers are being attached.
1.
2.
3.
4.
5.
Where practical, install concrete inserts before placing concrete.
Install powder-actuated concrete fasteners after concrete is placed and completely cured.
Use powder-actuated concrete fasteners for standard-weight aggregate concretes and for
slabs more than 4 inches thick.
Do not use powder-actuated concrete fasteners for lightweight-aggregate concretes and
for slabs less than 4 inches thick.
Do not use powder-actuated concrete fasteners for seismic restraints.
C.
Hangers Exposed to View: Threaded rod and angle or channel supports.
D.
Install upper attachments to structures. Select and size upper attachments with pull-out, tension,
and shear capacities appropriate for supported loads and building materials where used.
3.3
CONNECTIONS
A.
Install piping adjacent to air terminal unit to allow service and maintenance.
B.
Hot-Water Piping: In addition to requirements in Division 23 Section "Hydronic Piping,"
connect heating coils to supply with shutoff valve, strainer, control valve, and union or flange;
and to return with balancing valve and union or flange.
C.
Connect ducts to air terminal units according to Division 23 Section "Metal Ducts."
Nokomis Library
D.
3.4
09/22/2009
Make connections to air terminal units with flexible connectors complying with requirements in
Division 23 Section "Air Duct Accessories."
IDENTIFICATION
A.
3.5
Label each air terminal unit with plan number, nominal airflow, and maximum and minimum
factory-set airflows. Comply with requirements in Division 23 Section "Identification for
HVAC Piping and Equipment" for equipment labels and warning signs and labels.
FIELD QUALITY CONTROL
A.
Perform tests and inspections.
1.
B.
Manufacturer's Field Service: Engage a factory-authorized service representative to
inspect components, assemblies, and equipment installations, including connections, and
to assist in testing.
Tests and Inspections:
1.
2.
3.
4.
After installing air terminal units and after electrical circuitry has been energized, test for
compliance with requirements.
Leak Test: After installation, fill water coils and test for leaks. Repair leaks and retest
until no leaks exist.
Operational Test: After electrical circuitry has been energized, start units to confirm
proper motor rotation and unit operation.
Test and adjust controls and safeties. Replace damaged and malfunctioning controls and
equipment.
C.
Air terminal unit will be considered defective if it does not pass tests and inspections.
D.
Prepare test and inspection reports.
3.6
STARTUP SERVICE
A.
Perform startup service.
1.
2.
3.
4.
5.
6.
3.7
Complete installation and startup checks according to manufacturer's written instructions.
Verify that inlet duct connections are as recommended by air terminal unit manufacturer
to achieve proper performance.
Verify that controls and control enclosure are accessible.
Verify that control connections are complete.
Verify that nameplate and identification tag are visible.
Verify that controls respond to inputs as specified.
DEMONSTRATION
A.
Train Owner's maintenance personnel to adjust, operate, and maintain air terminal units.
Nokomis Library
END OF SECTION 233600
09/22/2009
Hennepin County Plan
Holders
Hennepin County Nokomis Library
Plans Available: 8-31-09
Bids Due: 2pm Tuesday Sept. 29nd
Amount $75 made out to Hennepin County
Company Name
Set(s) #:
Name:
Company:
Minneapolis Builders Exchange
Address:
1123 Glenwood Avenue,
Minneapolis, MN 55405
Phone #:
Fax #:
(612) 381-2620
(612) 381-2621
jp@mbex.org
(612) 827-2211
(612) 821-0161
namc2@comcast.net
(612) 381-2620
(612) 381-2621
Joanna_dahn@mcgraw-hill.com
(651) 224-7545
(651) 224-7549
planline@bxsp.org
(1800) 303-8629
customercare@reedbusiness.com
McGraw Hill Construction
4801 Fourth Avenue South,
Minneapolis, MN 55409
1401 Glenwood Avenue
North, Minneapolis, MN
55405
St. Paul Builders Exchange
445 Farrington Street, St.
Paul, MN 55103
Reed Construction Data
30 Technology Parkway
#500, Norcross, GA 30092
MEDA Minority Contractor Plan Room
2781 Freeway Blvd. #100,
Brooklyn Center, MN 55430
(763) 503-9335
(763) 503-3409
(763) 784-1583
NAMC Plan Room
addendum updates
on Check:
1
Matt
Jorgenson Construction
9255 East River Road NW
Coon Rapids, MN 55433
(763) 784-3877
2
Tammy
Lund Martin
3023 randolph st NE mpls
55418
(612) 782-2269
Lund Martin
3
Jeannie
Merrimac Construction
(763) 434-6857
merrimac construction
4
Becky
Sheehy Construction
18651 Buchanan St NE
East Bethel 55011
360 West Larpenteur
Avenue, St. Paul, MN
55113
(651) 488-6691
Sheehy construction
5
tina davis
Ebert Construction
23350 County Rod 10
Corcoran MN 55357
763-498-7844
Ebert Construction
6
Becky
Eljay Plumbing
520 Apolo Ave NE St.Cloud
56304
320-251-8330
7
Abby and becky
Shaw Lundquist
2757 West Service Road
St.Paul 55121
651-454-0670
Jorgenson Construction
*E-mail:
matt@jorgensonconstruction.com
jeannie.z@merrimac-const.com
andy.dembroski@sheehyconstructio
n.com
tdavis@ebertconsp.com
El_jay plumbing and heating lon@eljayplumbing.com
shaw
btaylor@shawlundquist.com
8
Judy
Morcon Construction
5905 Golden Valley Road
Goledn Valley 55422
9
Justin Hayes
Igreen Design
10
Jerry Wajonar
11
763-546-6066 et210
Morcon Construction
1000 Boone Ave N. Golden
Valley 55427
952-826-2222
Igreen Designs
justinh@igreendesign.com
Ridgedale Electic, Inc.
50 Brumhall Avenue Box
410 Long Lake, MN 55356
952.473.2714
Ridgedale Electric Inc
jerry@ridgedaleelectric.com
Louann
Roshon Corp
3650 Anapolis Lane North
#101 Plymouth 55447
763-235-3815
12
Louann
Roshon Corp
see above
13
Emily
Fendler Patterson Construction
4839 West 124th st Savage
55378
14
Shane
Peoples Electric
15
Joanne
NAC Mechanical and Electrucal servies
277 East Filmore Stpaul
55107
1001 Labore Industrial
Court Suite B Vadnais
Heights 55110
16
lynette
bor-son construction
952.473.2657
rochon corp
j_vonhof@morconconstrucion.com
jbraton@roshoncorp.com
see above 1 check for $150 jbraton@roshoncorp.com
952-890-4364
endler patterson
bbarlage@fendlerpatterson.com
651-602-6823
peoples electric
shane.hedberg@peoplesco.com
651-490-9868
NAC
2001 killebrew drive
#400MPLS 55425
952-854-8444
bor-son construction
lwoida@borson.com
952-854-8444
bor-son construction
lwoida@borson.com
17
lynette
bor-son construction
2001 killebrew drive
#400MPLS 55425
18
don smith
automated logic twin cities
2611 hamline ave N. #150
55113 roseville
651-697-7200
19
Craig
Phasor Electric
2160 108th lane NE Blaine
55449
20
Tammy
Lund Martin
3023 randolph st NE mpls
55418
21
kate carlson
greiner construction
22
kate carlson
23
24
952-890-2916
651-697-7201
bzellmer@nac-hvac.com
automated logic
don.smith@alctwincities.com
(762) 780-3401
phasor electric
craigh@phasor2000.com
(612) 782-2269
Lund Martin
625 marquette ave #840
MPLS 55402
612-338-1696
greiner construction
kate@greinerconstruction.biz
greiner construction
625 marquette ave #840
MPLS 55402
612-338-1696
greiner construction
kate@greinerconstruction.biz
Abby and becky
Shaw Lundquist
2757 West Service Road
St.Paul 55121
651-454-0670
shaw
btaylor@shawlundquist.com
Mike
Flag Builders of America
715 Florida Ave South
Golden Valley, MN 55426
(763) 540-9404
(763) 540-9404
Flag Builders of Minnesota
mterry@flagbuilders.com
25
kim
parkos construction
1010 south robert west
st.paul mn 55118
26
John Palmer
Master Mechanical
27
Thomas M. Meisinger
28
651-455-0031
Parkos Construction
1027 Gemini Eagan 55121
(651) 905-1600
master mechanical
jpalmer@mastermechanical.com
Meisinger Construction, Inc.
121 Bridgepoint Way, South
St. Paul, MN 545075
651.452.4778
Meisinger Construction
tom@meisingerconstruction.com
Jill Omodt
Area Mechanical
3276 Fanum Road #800
Vadnais Heights 55110
651.451.9356
area mechanical
jomodt1582@aol.com
29
Linda
Maertmns-Brenny Construction
8251 Main St NE MPLS
55432
763-786-4779
Maertens-Brenny
lwallace@maertensbrenny.com
30
linda
Maertmns-Brenny Construction
8251 Main St NE MPLS
55432
763-768-4779
Maertens-Brenny
lwallace@maertensbrenny.com
31
Jayne/Dan
Schadegg Mechanical
225 Bridgepoint Drive So.
St.Paul 55075
651-292-9933
651-292-9929
32
linda
Mark J Traut Wells
141 28th Ave SO. Waite
Park 56387
320-251-5090
320-259-0594
33
Adam Boller
LBP Mechanical
315 Royalston Ave N.
MPLS 55405
612-369-4440
LBP Mechanical
651-646-7475
Bostrom sheet metal works
inc
(952) 936-7662
651.452.4868
Schadegg Mechanical
parkosconst@aol.com
dmcnamara@schadegg-mech.com
drill@trautwells.com
aboller@lepmech.com
34
LaRae
Bostrom Sheetmetal work
731 hampton ave st paul
55114
35
Tim McFarland
McFarland Construction Company
9821 Valley View Road,
Eden Prarie MN 55344
36
Swen
McQuillan Bros
688 Hague st paul 55104
651-292-0124
37
linda
CM construction
12215 nicollette ave so
burnsville 55337
952-895-8223
CM Construction
lindab@cmconstructionco.com
38
linda
CM construction
12215 nicollette ave so
burnsville 55337
952-895-8223
CM Construction
lindab@cmconstructionco.com
39
judy
DJ Kranz Co Inc
725 Highway 169 North
plymouth 55441
763-525-0100
DJ Kranz
40
David
Appollo Systems
6250 Sycamore lane
maplegrove 55369
763-647-8780
41
sterling
LS Black Constructors Inc
1959 Sloan Place #140 St.
Paul 55117
651-774-8445
(952) 936-7664
ksummerville@bostrom.biz
declined
swen@mcquillanbros.com
epederson@djkranz.com
drlaczniak@appollosystems.com
651-774-9695
sterling@lsblack.com
42
Rachel
Landon HVAC inc
1403 Harritage Drive suite
C Northfield, MN 55057
(507) 645-7224
(507) 645-6027
43
ethel peterson
George F Cook Construction
2300 Nevada Ave N #200
Golden Valley 55427
763-450-4565
763-450-4567
0
cheryl
ISQFTAGC Minnesota Plan room
44
nickie
northern light steel
525 park st #110 st paul
55103
P.O. Box 680, 6551 396th
court, North Branch, MN
55056
45
Brad Studenski
mehrwerth Concrete & Masonry, Inc.
46
Rina dillard
47
rachel@landonhvac.com
would like to receive emailed
updated addendum. Was part
of original request from KKE agcminnesota@isqft.com
800-364-2059
ex8182
651.237.0214
Northern Lights Steel
Fabrication
5123 shadowood drive ne
park rapids 56379
320.980.5185
mehrwerth Concrete &
Masonry, Inc.
Magney Construction
1401 Park road chanhassen
55317
952-474-1674
earl
C&S electric
9909 south shore drive
#155 plymouth 55441
763-550-2944
48
Jay Hruby
Engineering Design Initative
1112 North 5th Street, Mpls,
MN 55411
612.767.2935
?
tim donohoe
newmech companies
1633 eustis st st.paul 55108
651-642-5897
tdonohoe@newmech.com
JLC
6221 vincent ave so.
Richfield 55423
612-798-5572
annette@jlcgc.com
Olympic Communication, Inc
8201 Central Ave Spring
Lake Park, MN 55432
50
annette
no plan Jeff McMonigal
(763) 717-7000
952-474-1679
magney construction
nickie@nlsteelfab.com
bastudenski@hotmail.com
rina@magneyconstruction.com
earl@cselectricllc.com
612.343.5982 fax
jhruby@edilimited.com
mcmonigalj@earthlink.net
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
DOCUM ENT 00 41 13
BID FORM for STIPULATED SUM
(SINGLE PRIM E CONTRACT)
(REVISED - ADDENDUM NO. 2)
KKE Architects Project No.
Hennepin County Contract No.
Hennepin County Project No.
0806.1233.23
2776A9
0030319
BID FORM SUBMITTED BY
legal nam e of person, firm or corporation
County of Hennepin
Alanna S. Tyler, Purchasing M anager
Purchasing & Contract Services (PCS)
A-1705 Governm ent Center
300 South Sixth Street
Minneapolis, Minnesota 55487-0175
To W hom It May Concern:
1.
The undersigned, having carefully exam ined the Bidding Docum ents prepared by KKE Architects,
300 First Avenue North, Minneapolis, Minnesota 55401 for the W ork in conjunction with the:
ADDITION & REM ODELING for HENNEPIN COUNTY LIBRARY - NOKOM IS
5100 - 34th Avenue South
M inneapolis, M innesota for
Hennepin County, State of M innesota
and having exam ined the site and being fam iliar with the local conditions affecting the cost of the
W ork, hereby proposes to furnish all labor, m aterial, equipm ent, tools, transportation and services
necessary to com plete the W ork in accordance with said Contract Docum ents for the following
sum s:
BASE BID -STIPULATED SUM
Dollars ($
)
ALTERNATES
Alternate No. 1: Dem olish existing wood fence and footings, and provide new cedar wood fence
and footings along south and west property lines, in lieu of retaining and repairing existing wood
fence.
ADD
($
).
DEDUCT
($
).
Alternate No. 2: Manufacturer's 20-year roofing warranty, in lieu of m anufacturer's 5-year roofing
warranty.
ADD
($
).
DEDUCT
($
).
Alternate No. 3: Masonry cleaning of the existing rem aining lim estone.
ADD
($
).
DEDUCT
($
).
JS/0595
00 41 13 - 1
BID FORM for STIPULATED SUM (SINGLE PRIME CONTRACT)
(REVISED - ADDENDUM NO. 2)
0807.1187.01
2776A9
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
Alternate No. 4: Steel stud fram ing, gypsum wall board, rubber base, painted finish, in lieu of new
interior lim estone.
ADD
($
).
DEDUCT
($
).
Alternate No. 5: At MULTI-PURPOSE ROOM 127; For hollow steel door fram es and sidelights,
wood doors, hardware, glass and painting of hollow steel fram es, deletion of structural steel fram ing
support system and deletion of cem entitious floor underlaym ent, in lieu of wood fram ed m ovable
partition system deletion of structural steel fram ing support system and deletion of cem entitious
floor underlaym ent.
ADD
($
).
DEDUCT
($
).
UNIT PRICES
Unit Price 1A: For additional helical piers, in addition to the quantity required by the Contract
Docum ents.
ADD
($ per Pier).
Unit Price 1B: For fewer helical piers than the quantity required by the Contract Docum ents.
DEDUCT
($ per Pier).
Unit Price No. 2: For rem oval of unsuitable soils from the Project site, in addition to unsuitable soils
rem oved as required by the Contract Docum ents.
ADD
($ per Cu. Yd.).
DEDUCT
($ per Cu. Yd.).
Unit Price No. 3: For placem ent and com paction of engineered fill m aterials, in addition to
engineered fill placem ent required by the Contract Docum ents.
ADD
($ per Cu. Yd.).
DEDUCT
($ per Cu. Yd.).
Unit Price 4: For Class 5 base course m aterials, in addition to Class 5 base course m aterial
required by the Contract Docum ents.
ADD
($ per Cu. Yd.).
DEDUCT
($ per Cu. Yd.).
2.
The undersigned agrees, if awarded the Contract, to substantially com plete the W ork of the
Contract, subject to the tim e provisions of the Contract Docum ents, Docum ent 00 72 00 - General
Conditions, Paragraph 8.4 Liquidated Dam ages.
3.
Accom panying this Bid is the security required by the Bidding Docum ents in the form of a
in the am ount of
Dollars ($
).
The undersigned agrees that if this Bid is accepted and the undersigned refuses, fails or neglects to
execute the Agreem ent and furnish a satisfactory Perform ance Bond and Paym ent Bond in
accordance with this Bid and the Contract Docum ents, this Bid Security shall be forfeited, without
recourse, to the Owner, not as a penalty, but as liquidated dam ages.
4.
The undersigned agrees, if awarded the Contract, to execute and deliver to the Owner, within fifteen
(15) calendar days after receipt of written notification of said award, an Agreem ent, in the form
specified, together with a satisfactory Perform ance Bond and Paym ent Bond each written on Owner
specified form and executed by a corporate surety acceptable to the Owner.
00 41 13 - 2
BID FORM for STIPULATED SUM (SINGLE PRIME CONTRACT)
(REVISED - ADDENDUM NO. 2)
0595/JS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
5.
The undersigned agrees that this Bid m ay not be withdrawn for a period of forty five (45) calendar
days im m ediately following the date of receipt of bids.
6.
In subm itting this Bid, it is understood that the Owner reserves the right to reject any or all bids, to
accept any alternate(s) in any order or com bination, and to waive any inform ality or m inor irregularity
in any bid received, and to readvertise for new bids where rejection, waiving or readvertising is
deem ed by the Owner to be in its best interest.
7.
In subm itting this Bid, the Bidder understands and agrees to the Term s of the Contract Docum ents
including, without lim itation, Paragraph 5.4, entitled Non-Collusion Clause, within Docum ent
00 21 13 - Instructions to Bidders.
8.
In subm itting this Bid, the Bidder understands and agrees that if awarded the Contract, the
contractor and all subcontractors shall pay all laborers and m echanics em ployed in connection with
the contract not less than the wages prevailing in Hennepin County, Minnesota for the various skills
and trades em ployed, as determ ined by the Com m issioner of the Minnesota Departm ent of Labor
and Industry, as specifically noted in the Contract Docum ent, and shall subm it a
Contractor/Subcontractor Certification form , submit weekly payroll reports and related
docum entation, ensure the subm ission of all required form s by subcontractors (including lower-tier),
and com ply with all other requirem ents of the Labor Standards Provisions of the Contract
Docum ents.
9.
W ith respect to the Bidder's required Hennepin County PCS Subcontractor Participation Form and
Affirm ative Action Plan (AA Plan), the Owner shall have the right to delay award and/or reject a Bid
if the PCS Subcontractor Participation Form and AA Plan are not subm itted or when the subm itted
Form s or AA Plan and any requested plan inform ation are not brought into com pliance with the
requirem ents of Hennepin County Purchasing and Contract Services.
10.
Unless the project Scope of W ork allows lim ited exem ptions defined within Article 13.8 (Affirm ative
Action) and 13.9 (Sm all Business Enterprise) of Docum ent 00 72 13 - General Conditions, the
undersigned Bidder acknowledges access and full review of the following PCS and State of
Minnesota electronic websites, or hardcopy docum entations, which directly im pact the W ork of the
Contract,
a. Construction Affirm ative Action Plan
b. Central Certification (CERT) Program , (Certified) Business Directory
c. State of Minnesota's Prevailing W age Rate, current as of the date of this project's bid release
docum ents
11.
By subm itting this proposal, the Bidder certifies that his/her firm is not prohibited from doing
business with either the Federal or State of Minnesota Governm ents as a result of debarm ent or
suspension proceedings.
12.
Addenda No(s).
,
received and incorporated in this bid.
JS/0595
,
,
,
, have been
00 41 13 - 3
BID FORM for STIPULATED SUM (SINGLE PRIME CONTRACT)
(REVISED - ADDENDUM NO. 2)
0807.1187.01
2776A9
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
The undersigned operates as a:
Sole Owner,
Partnership
Corporation, Incorporated in the State of
Other (Specify)
LEGAL NAM E OF PERSON, FIRM OR CORPORATION
Nam e
Address
Telephone (
)
-
Fax (
By
Title
By
Title
By
Title
)
-
Seal, if bid is by a Corporation
Federal I. D. (if applicable) #
END OF DOCUMENT
00 41 13 - 4
BID FORM for STIPULATED SUM (SINGLE PRIME CONTRACT)
(REVISED - ADDENDUM NO. 2)
0595/JS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
SECTION 09 65 16.13
RESILIENT SHEET RUBBER FLOORING
PART 1 - GENERAL
1.01
A.
B.
C.
1.02
A.
B.
1.03
A.
1.04
SECTION INCLUDES
Resilient sheet rubber flooring (RF-1)
Leveling/patching com pound
Installation accessories
RELATED DOCUM ENTS AND SECTIONS
The Drawings, the provisions of the Contract, including the General and Supplem entary
Conditions, and the General Requirem ents apply to the W ork of this Section.
Section 09 65 13.13 - Resilient Base and Flooring Accessories: For rubber base.
REFERENCES
ASTM International (form erly Am erican Society for Testing and Materials)(ASTM)
1.
ASTM F710-05, Standard Practice for Preparing Concrete Floors to Receive Resilient
Flooring
2.
ASTM F1869-04, Standard Test Method for Measuring Moisture Vapor Em ission Rate of
Concrete Floor Using Anhydrous Calcium Chloride
3.
ASTM F1859 - 04(2009)e1, Standard Specification for Rubber Sheet Floor Covering
W ithout Backing
SUBM ITTALS
A.
Subm it the following in accordance with the Instructions to Bidders, and the Supplem entary
Instructions to Bidders:
1.
Prebid Subm ittals
a.
The Architect has created a color schem e for this Project, which has been
approved by the Owner.
b.
Alternative products m ay be subm itted for prior approval with the understanding
that the predeterm ined color schem e will not be com prom ised.
c.
Prior approval subm issions m ust be accom panied by an actual sam ple of
representative size to determ ine if it is acceptable; full size sam ples are
encouraged.
d.
Those products approved for bidding will be indicated in an Addendum .
B.
Subm it the following in accordance with Section 01 33 23:
1.
Manufacturer's Literature: Materials description, installation and m aintenance instructions.
2.
Sam ples
a.
Two 3" x 8" pieces of sheet flooring in each pattern and color specified.
b.
Seam Sam ples: For seam less-installation technique indicated and for each floor
covering product, color, and pattern required; with seam running lengthwise and in
center of 6" x 9" sam ple applied to a rigid backing and prepared by installer for this
Project.
1.05
A.
B.
C.
JS/0909
QUALITY ASSURANCE
Manufacturer: Provide each type of resilient flooring and accessories, produced by a single
m anufacturer, including recom m ended prim ers, adhesives, sealants and leveling com pounds
unless otherwise specified.
Installer: Engage installer who is certified by m anufacturer as qualified for installation of sheet
rubber em ploying heat welded seam s.
Mock-up: Prior to installation of sheet flooring, installer shall dem onstrate the seam ing m ethod
em ployed in each style or type of sheet rubber flooring for review by the Architect. Review will
be for workm anship and consistency in appearance. Do not proceed with the installation of
sheet rubber flooring until Architect has reviewed and accepted m ock-ups.
09 65 16.13 - 1
RESILIENT SHEET RUBBER FLOORING
0806.1233.23
2776A9
1.06
A.
1.07
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
DELIVERY, HANDLING AND STORAGE
Receive resilient flooring m aterials in undam aged condition as packaged by the m anufacturer
with m anufacturer's seals and labels intact. Store m aterials at the Project site within the building
and in a dry place at least 24 hours before installing flooring m aterials. Space tem perature shall
not be less than 70 degrees F. nor m ore than 90 degrees F. Dam aged and otherwise
unsuitable m aterial, when so determ ined, shall be im m ediately rem oved from the Project site.
PROJECT CONDITIONS
A.
Environm ental Conditions
1.
Spaces to receive resilient flooring m aterials shall be at a m inim um tem perature of
70 degrees F.; this tem perature shall be m aintained during the installation of the flooring,
and for not less than 48 hours after installation.
2.
W hen solvent-based adhesives are used, the space shall be ventilated; use spark-proof
fans if natural ventilation is inadequate. Prohibit sm oking.
B.
Environm ental Requirem ents
1.
Products Containing Low-Em itting Materials
a.
Installation adhesive.
1)
VOC Content: 50 g/Lor less when calculated according to 40 CFR 59,
Subpart D (EPA Method 24).
1.08
A.
B.
M AINTENANCE M ATERIALS SUBM ITTALS
Furnish Owner at least 5 linear yards of sheet flooring of each type, color and pattern used on
the Project over and above the quantity installed.
Deliver to Owner at tim e of final inspection of work under this Section and store where directed
in the building.
PART 2 - PRODUCTS
2.01
M ATERIALS
A.
Sheet Rubber Flooring (RF-1): Type I, hom ogeneous rubber sheet, of natural m aterials
consisting of natural fillers and environm entally com patible dry color pigm ents, m ixed and
calendered onto sm ooth, double-sanded backing, containing no halogens and no
poly-vinyl-chloride, "Noraplan Logic", Article 1230, (Nora System s, Inc.).
1.
Roll Size: 48 inches wide x 49.2 feet long.
2.
Thickness: 0.08".
3.
Patterns and Colors
a.
RF-1: No. 2382, "5th Avenue".
B.
W elding Thread: Manufacturer's solid-strand product for heat welding seam s.
1.
Color: Match floor covering.
C.
Trowelable Underlaym ents and Patching Com pounds: Latex-m odified, portland cem ent based
form ulation provided or approved by flooring m anufacturer for applications indicated.
Adhesive: W ater and alkali resistant, com plying with recom m endations of resilient flooring
m anufacturer, having a VOC content as calculated according to 40 CFR 59, Subpart D (EPA
m ethod 24).
Flooring Accessories: Refer to Section 09 65 13.13 for rubber base.
D.
E.
PART 3 - EXECUTION
3.01
A.
B.
C.
D.
EXAM INATION
Exam ine the areas and conditions under which the work is to be perform ed and notify the
Contractor, in writing, of conditions detrim ental to the proper and tim ely com pletion of the work.
Do not proceed with the work until unsatisfactory conditions have been corrected in a m anner
acceptable to the installer.
Surfaces to receive resilient flooring shall m eet the m inim um requirem ents of the m anufacturer
of the flooring.
Resilient flooring work shall not be started until item s that go through the flooring have been
installed.
No resilient flooring shall be installed until the installer has determ ined that the chem ical
treatm ent on substrates will not interfere with the successful application of the flooring m aterials.
09 65 16.13 - 2
RESILIENT SHEET RUBBER FLOORING
0909/JS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
E.
Testing Floors for Moisture and Alkalinity
1.
No floor coverings shall be installed until it has been determ ined that the chem ical
treatm ent on substrates will not interfere with the successful application of the flooring
m aterials.
2.
Do NOT perform tests until working environm ent within the room or space is
approxim ately the sam e as the flooring will encounter when the room or space is
enclosed and the air is conditioned.
3.
Before installing floor coverings, test concrete floors for excessive m oisture in accordance
with ASTM F1869. Do not perform tests until working environm ent within the room or
space is approxim ately the sam e as the flooring will encounter when the room or space is
enclosed and the air is conditioned.
4.
Test floors with flooring m anufacturer's calcium chloride testing kit. Follow instructions
included in kit.
a.
Do not proceed with the installation, if m axim um m oisture-vapor-em ission rate
exceeds 3.0 lbs of water/1000 sf/24 hours, unless otherwise recom m ended by the
floor covering m anufacturer.
b.
Perform at least one test for each concrete pour m ade, which is to receive floor
covering, but not less than one test for every 500 sf of flooring to be covered.
5.
F.
3.02
A.
B.
3.03
0806.1233.23
2776A9
Test floors for alkalinity in accordance with ASTM F710. A pH range of 6 to 8 is
satisfactory. Perform corrective procedures in accordance with the adhesive
m anufacturer<s recom m endations for test results which show a pH level above 8.
Verify that finishes of subfloors com ply with tolerances and other requirem ents specified in
Section 03 30 00 - Cast-In-Place Concrete for slabs receiving resilient flooring.
PREPARATION
Spaces in which resilient flooring is being installed shall be closed to traffic and other work.
Before installing resilient flooring, fill cracks and holes, and level depressions with underlaym ent
com pound. Surfaces shall not vary m ore than 1/8" in 10 ft. in any dim ension.
INSTALLATION
A.
General: Install resilient sheet flooring in strict accordance with m anufacturer's
recom m endations. Unless otherwise directed, proceed as follows:
1.
Cut required length of rubber flooring from roll, allowing enough m aterial to extend up the
wall 4" to 6" at either end.
2.
Layout and position sheet flooring so that ends or edges will fall at least 6" from form ed
joints or saw cuts in the concrete substrate. Scribe and cut flooring m aterial to shape of
vertical surfaces, including walls and partitions. Apply adhesive and lay sheet flooring into
wet adhesive within 10 to 15 m inutes and roll with 100 lb. roller. Install sheet flooring
square with room axis.
3.
Adhesive Material Installation: Spread at a rate of approxim ately 150 sq. ft./gallon as
recom m ended by flooring m anufacturer, with an approved trowel.
4.
Seam s: Perform seam construction by heat welding wherever possible.
B.
Installation Techniques
1.
Scribe, cut, and fit flooring to butt tightly to vertical surfaces, perm anent fixtures and builtin furniture, including pipes, outlets, edgings, thresholds, nosings, and cabinets.
2.
Extend flooring into spaces, door reveals, closets, and sim ilar openings.
3.
Adhere resilient flooring to substrate without producing open cracks, voids, raising and
puckering at joints, telegraphing of adhesive spreader m arks, or other surface
im perfections in com pleted tile installation.
4.
Roll resilient flooring as required by resilient flooring m anufacturer.
5.
Rem ove excessive adhesive in accordance with flooring m anufacturer's instructions.
3.04
A.
B.
ADJUSTING AND CLEANING
Not less than 4 days after flooring installation, clean the flooring. W ash thoroughly, with a
cleaner recom m ended by the flooring m anufacturer, in accordance with flooring m anufacturer's
recom m endations.
Cover floor coverings until Substantial Com pletion.
END OF SECTION
JS/0909
09 65 16.13 - 3
RESILIENT SHEET RUBBER FLOORING
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
SECTION 10 14 33
ILLUM INATED PANEL SIGNAGE
PART 1 - GENERAL
1.01
A.
1.02
A.
B.
C.
D.
E.
1.03
SECTION INCLUDES
Exterior ornam ental illum inated building identification sign.
RELATED DOCUM ENTS, SECTIONS AND DIVISIONS
The Drawings, the provisions of the Contract, including the General and Supplem entary
Conditions, and the General Requirem ents apply to the W ork of this Section.
Section 04 20 00 - Unit Masonry: For coordination of sign anchorage to m asonry base.
Section 04 43 13: Lim estone Masonry: For coordination of sign anchorage to lim estone
m asonry cap stones.
Section 07 92 00 - Joint Sealants: For sealant m aterials and installation requirem ents of
products installed under Section 10 14 33.
Division 26 - Electrical: For coordination of electrical services and connections for illum inated
signs.
REFERENCES
A.
Alum inum Association (AA)
1.
Alum inum Association Alum inum Standards and Data, 2003 edition.
B.
Am erican Architectural Manufacturer's Association (AAMA)
1.
AAMA 2605-02, Voluntary Specification, Perform ance Requirem ents and Test
Procedures for Superior Perform ing High Perform ance Organic Coatings on Alum inum
Extrusions and Panels
C.
ASTM International (form erly Am erican Society for Testing and Materials) (ASTM)
1.
ASTM B209-02e1, Standard Specification for Alum inum and Alum inum -Alloy Sheet and
Plate
2.
ASTM B211-03, Standard Specification for Alum inum and Alum inum -Alloy Bar, Rod, and
W ire
3.
ASTMB221-02, Standard Specification for Alum inum and Alum inum -Alloy Extruded Bars,
Rods, W ire, Profiles, and Tubes
4.
ASTM B429-02, Standard Specification for Alum inum -Alloy Extruded Structural Pipe and
Tube
5.
ASTM D4802-02 Standard Specification for Poly(Methyl Methacrylate) Acrylic Plastic
Sheet
D.
Am erican W elding Society (AW S)
1.
ANSI/AW S D1.1-02: Structural W elding Code - Steel
2.
ANSI/AW S D1.2-98: Mig and Tig procedures for Alum inum , Stainless Steel and
Malleable Iron.
E.
National Ornam ental and Miscellaneous Metals Association (NOMAA)
1.
Guideline 1: Joint Finishes, 1994, a voluntary guide for weld joint finishes.
1.04
A.
JS/0505
SUBM ITTALS
Subm it the following in accordance with Section 01 33 23:
1.
Manufacturer's Literature: Materials description and application instructions.
2.
Shop Drawings: Indicating sign m aterials, typestyle, type size and layout of type and
other graphic elem ents and openings, construction of sign, connection to adjoining and
supporting construction, fasteners, sign m ounting height.
3.
W iring Diagram s: Power, signal, and control wiring.
4.
Sam ples
a.
One 12" x 12" alum inum plate in finish and color specified, with one letter cutout in
typestyle specified.
b.
One 12" x 12" of each acrylic panel in each finish and color specified.
c.
One sam ple of illum inated acrylic letter in typestyle, type size and color specified.
10 14 33 - 1
ILLUMINATED PANEL SIGNAGE
0806.1233.23
HENNEPIN COUNTY CONTRACT NO.
B.
1.05
A.
B.
C.
D.
1.06
A.
1.07
A.
1.08
A.
B.
C.
© KKE ARCHITECTS, INC.
2776A9
Subm it the following in accordance with Section 01 78 39:
1.
Maintenance Data: For signs to include in m aintenance m anuals.
QUALITY ASSURANCE
Fabricator/Installer: A firm regularly engaged in, and with at least 10 years of experience in the
fabrication and installation of ornam ental signage work sim ilar to the requirem ents for this
Project.
W elders: Certified in AW S D1.2.
Arrange for installation of ornam ental m etal specified in this Section by the fabrication firm .
Electrical Com ponents, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and m arked for
intended use.
DELIVERY, STORAGE AND HANDLING
Provide protective coverings for m aterials prior to shipping. Protect during transit, handling and
storage to prevent dam age, soiling, and deterioration. Store in a dry location and stack in
accordance with m anufacturer's directions.
1.
Prefinished m aterials m asked with factory applied protective film shall be stored protected
from the sun's ultraviolet rays until ready for installation.
PROJECT CONDITIONS
W eather Lim itations: Proceed with installation only when existing and forecasted weather
conditions perm it installation of signs in exterior locations to be perform ed according to
m anufacturers' written instructions and warranty requirem ents.
COORDINATION
Field Measurem ents: Verify location of signs, recess openings by field m easurem ents before
fabrication and indicate m easurem ents on Shop Drawings.
Coordinate placem ent of anchorage devices to existing steel structure by use of tem plates for
installing signs.
Coordinate with Owner for exact shape, size, and colors of Owner's corporate logo.
PART 2 - PRODUCTS
2.01
M ATERIALS
A.
Alum inum Materials
1.
Alum inum Plate: Solid alum inum plate alloy, com plying with ASTM B209, and Alum inum
Association 3003-H14 or 3105-H14 alloy sheets for painted finishes.
2.
Extruded Bars, Rods, Shapes, and Tubes: ASTM B221
3.
Extruded Structural Pipe and Tubes: ASTM B429
4.
Bars, Rods, and W ire: ASTM B211
5.
Alloy and tem per as recom m ended by m anufacturer for the type of use and finish
specified.
6.
Thickness: As necessary to com ply with structural and wind loading requirem ents, but not
less than the following:
a.
Principal Form ed Sheet Mem bers: 0.125".
b.
Principal Structural Extrusions: 0.125".
c.
Extruded Bars, Rods, W ires and other Trim : 0.062".
d.
Form ed Sheets and Trim : 0.050".
B.
Acrylic Sheet: ASTM D4802, Category A-1 (cell-cast sheet), Type UVA (UV absorbing), 1/2"
thick, square-cut letters with sm ooth edges, "push-thru" design for 1/8" projection.
1.
Colors: Refer to Drawing details.
2.
Text: Refer to Drawing details.
3.
Coordinate with Owner for exact shape and colors of Owner's logo.
C.
Applied Vinyl: Translucent vinyl film s of 3 m ils nom inal thickness (m inim um ), with
pressure-sensitive adhesive backing, suitable for exterior applications, applied to acrylic panel.
1.
Translucent Vinyl Film : Die-cut characters. Refer to Drawings for typestyle.
10 14 33 - 2
ILLUMINATED PANEL SIGNAGE
0505/JS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
D.
Fram ing and Brackets: Fabricate fram ing, brackets and fittings for bracket-m ounted signs from
extruded alum inum to suit panel sign construction and m ounting conditions indicated.
1.
Post-fabrication Finish: Paint brackets in color m atching alum inum sign panel.
E.
Fasteners: Alum inum , non-m agnetic stainless steel, or other m aterials warranted by
m anufacturer to be noncorrosive and com patible with alum inum com ponents.
1.
Do not use exposed fasteners, except where unavoidable for application of hardware.
Match finish of adjoining m etal.
2.
Provide Phillips flat-head m achine screws for exposed fasteners.
F.
G.
Bitum inous Paint: Asphalt em ulsion, ASTM D1187, Type I.
Tape Sealants: Manufacturer's standard, or m anufacturer's approved pressure sensitive, 100
percent solid sealing tape, providing perm anent non-sag, non-toxic, non-staining, with release
paper backing.
Provide light em itting diode (L.E.D.) lighting, step down transform ers, wiring and all other
electrical com ponents required to provide uniform illum ination of all letters and lighted panels.
1.
Lighting and electrical com ponents shall be listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and m arked
for intended use.
2.
L.E.D. lights and transform ers shall be capable of 100,00 hours of operation.
H.
I.
2.03
Joint Sealants: Sealant type identified as Sealant S1 in Section 07 92 00 - Joint Sealants.
FABRICATION
A.
General
1.
W here exterior ornam ental illum inated building sign is indicated to fit to other
construction, verify dim ensions of other construction by field m easurem ents before
fabrication, and indicate m easurem ents on shop drawings. Coordinate fabrication
schedule with construction progress to avoid delaying the W ork.
2.
Form illum inated sign work to required shape and sizes, with true curves, lines, and
angles. Provide com ponents in sizes and profiles indicated on Drawings, but not less
than that needed to com ply with requirem ents for structural perform ance or without
objectionable deflections. Use proven details of fabrication, as required to achieve proper
assem bly and alignm ent of the various com ponents of the work.
3.
Fabricate custom shapes, cuts and cutouts by laser or water jet cutting, form ing sm ooth,
true cut surfaces without irregularities or striations left from cutting.
4.
Form item s shown or specified to be anchored to supporting building construction with
anchors as required to adequately support sign structure and other applied loads. Locate
anchors so they will be concealed after installation.
5.
Provide brackets, plates and straps with each assem bly, as m ay be required for proper
support, anchorage and rigidity to other work and adjoining m aterial.
6.
Cut, reinforce, drill and tap feature m etal work as m ay be required to receive finish
hardware and sim ilar item s of work.
7.
Fabricate work using concealed welds and fasteners, unless otherwise shown or
specified.
8.
Com plete welding, cutting, drilling and fitting of joints prior to application of finish coatings,
so that uncoated edges will not be exposed.
9.
Assem ble item s in the shop to the greatest extent possible to m inim ize field splicing and
assem bly. Disassem ble units only as necessary for shipping and handling lim itations.
Clearly m ark units for reassem bly and coordinated installation.
10.
Carefully fit and m atch all work with continuity of line and design, using rigidly secured
joints with hairline contact, unless otherwise shown.
B.
Provide brackets, flanges, m iscellaneous fittings, and anchors to interconnect sign to other work,
unless otherwise indicated.
Joints and W elded Connections
1.
Mill joints to a tight hairline fit. Cope or m iter corner joints.
2.
W eld corners and seam s continuously and in accordance with the recom m endations of
AW S. Grind exposed welds sm ooth and flush, to m atch and blend with adjoining
surfaces.
3.
W eld connections continuously com plying with the following:
a.
Provide welded connections for connections, continuously and in accordance with
the recom m endations of AW S, unless otherwise indicated on Drawings, with
sm ooth, sharp, well-defined lines and arris.
C.
JS/0505
10 14 33 - 3
ILLUMINATED PANEL SIGNAGE
0806.1233.23
HENNEPIN COUNTY CONTRACT NO.
b.
c.
d.
4.
2.04
A.
© KKE ARCHITECTS, INC.
2776A9
Use m aterials and m ethods that m inim ize distortion and develop strength and
corrosion resistance of base m etals.
Obtain fusion without undercut or overlap.
Rem ove flux im m ediately.
Exposed W elds: Grind and finish all exposed welded connections in accordance with
"Finish #1 - No evidence of a welded joint", as specified in Guideline 1: Joint Finishes
(NOMAA).
FINISHES
Color Anodic Finish: Manufacturer's standard Class 1 integrally colored or electrolytically
deposited color anodic coating, 0.018 m m or thicker, applied over a polished (buffed)
m echanical finish, com plying with AAMA 611.
1.
Color: Dark bronze.
PART 3 - EXECUTION
3.01
A.
B.
C.
D.
E.
F.
G.
H.
I.
3.02
A.
B.
C.
INSTALLATION
Com ply with m anufacturer's specifications and recom m endations for the installation of exterior
signs.
Install signs level, plum b, and at heights indicated, with sign surfaces free of distortion and other
defects in appearance. Set feature sign work accurately as m easured from established building
lines and levels, plum b and in true alignm ent.
Perform cutting, drilling and fitting required for installation of feature m etal work. Set products
accurately in location, alignm ent and elevation, plum b, level and true, m easured from
established lines and levels. Provide tem porary bracing or anchors in form work for item s which
are to be built into concrete, m asonry or sim ilar construction.
Provide anchorage devices and fasteners where necessary for securing feature sign item s to inplace construction; including threaded fasteners for steel inserts, toggle bolts, through-bolts, lag
bolts, and other connectors as required.
Fit exposed connections accurately together to form tight, hairline joints, or where indicated, with
uniform reveals and spaces for sealants, and joint fillers. W here cutting, welding and grinding
are required for proper shop fitting and jointing of feature m etal item s, restore finishes to
elim inate any evidence of such corrective work.
Do not cut or abrade finishes which cannot be com pletely restored in the field. Return item s with
such finishes to the shop for required alterations, followed by com plete refinishing or provide
new units as required.
Field W elding
1.
Com ply with applicable AW S specification for procedures of m anual shielded m etal-arc
welding, for appearance and quality of welds m ade, and for m ethods used in correcting
welding work.
2.
Grind exposed welded joints sm ooth and restore finish to m atch finish of adjacent rail
surfaces in accordance with Guideline 1: Joint Finishes, (NOMAA).
Cooperate and coordinate with electrical subcontractor in providing power to sign location.
Install low voltage wiring and switches, if any.
Perform sealing of exterior perim eter joints of sign fram es at abutting construction in accordance
with the requirem ents of Section 07 92 00.
ADJUSTING AND CLEANING
Clean surfaces prom ptly after installation of com ponents, exercising care to avoid dam age of the
protective coating, if any. Rem ove dirt and other substances.
Advise Contractor of protective treatm ent and other precautions required through the rem ainder
of the construction period, to ensure that sign will be without damage and deterioration (other
than norm al weathering) at the tim e of acceptance.
Provide training to Owner's personnel in the proper cleaning and m aintenance of signs, sealant
and caulking joints.
END OF SECTION
10 14 33 - 4
ILLUMINATED PANEL SIGNAGE
0505/JS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
SECTION 10 51 13
M ETAL WARDROBE LOCKERS
PART 1 - GENERAL
1.01
A.
1.02
A.
B.
1.03
A.
1.04
A.
1.05
A.
B.
C.
1.06
A.
B.
C.
1.07
A.
SECTION INCLUDES
Metal staff lockers.
RELATED DOCUM ENTS AND SECTIONS
The Drawings, the provisions of the Contract, including the General and Supplem entary
Conditions, and the General Requirem ents apply to the W ork of this Section.
Section 06 20 00 - Finish Carpentry: For installation.
REFERENCES
ADA Accessibility Guidelines for Buildings and Facilities.
SUBM ITTALS
Subm it the following in accordance with Section 01 33 23:
1.
Manufacturer's Literature: Manufacturer's m aterials and product description, including
construction, hardware, accessories, color chart, and installation instructions.
2.
Shop Drawings: Show locker plan layout based on field m easurem ents, num bering plan,
elevations, profiles, and product com ponents, including accessories, anchorage details,
and finish colors.
3.
Sam ples: Pieces of sheet m etal in color selected.
4.
Num bering: Locker num bering sequence will be provided by the approving authority and
noted on approved shop drawings returned to the locker contractor.
QUALITY ASSURANCE
Manufacturing Requirem ents: Provide m etal lockers that are standard products of a single
m anufacturer, with interchangeable like parts. Include necessary m ounting accessories, fittings,
and fastenings.
Fabricator Qualifications: Firm with m inim um 5 years experienced in successfully producing the
type of m etal lockers indicated for this project, with sufficient production capacity to produce
required units without causing delay in the work.
Installer Qualifications: Engage an experienced installer who has m inim um 2 years successfully
com pleted installation of the type of m etal lockers and extent to that indicated for this project.
DELIVERY, STORAGE AND HANDLING
Fabricate work in a tim ely m anner as to not delay construction process.
Deliver m aterials to Project site in a tim ely sequential m anner as required for proper coordination
of the work. Deliver m aterials in m anufacturer's original, unopened packages and bearing
m anufacturer's label.
Store m aterials in a dry and well ventilated place adequately protected from the elem ents
PROJECT CONDITIONS
Do not deliver lockers until area is ready for locker installation. Protect from dam age during
delivery, handling, storage, and installation.
PART 2 - PRODUCTS
2.01
A.
JS/0994
ACCEPTABLE M ANUFACTURERS
The following m anufacturers are acceptable providing they m eet the requirem ents shown on the
Drawings and Specifications.
1.
ASI Storage Solutions, Inc.
2.
List Industries, Inc.
3.
Lyon Metal Products, Inc.
4.
Penco Products, Inc.
5.
Republic Storage System s Co., Inc.
10 51 13 - 1
METAL W ARDROBE LOCKERS
0806.1233.23
HENNEPIN COUNTY CONTRACT NO.
2.02
A.
B.
2.03
A.
B.
C.
© KKE ARCHITECTS, INC.
2776A9
M ATERIALS
For reference purposes only, Republic Storage System s Co., Inc. steel lockers are specified.
Student Corridor Lockers: "Quiet Lockers".
1.
Sizes: 2 tier at 30" high each tier equal to 60" total height x 12" wide x 12" deep.
2.
Flat tops.
3.
Color: Selected by Architect form m anufacturer's full range of colors.
FABRICATION
Fabricate lockers for nom inal assem bly in the field, in arrangem ents shown on Drawings.
Door Fram es: Not less than 16-gage steel form ed into channel shape 1" deep, with a
continuous vertical door strike integral with the fram e on both sides of the door opening. Cross
fram e m em bers of sam e construction welded to vertical fram ing m em bers for square and rigid
assem bly.
Doors: 16 or 18-gage steel as required by design, form ed with a full channel shape on the lock
bar side to fully conceal the lock bar, channel form ation on the hinge side, and right angle
form ations across the top and bottom .
1.
Doors shall be ventilated through 6 louvers near the top and bottom of each door.
D.
Body
1.
Sides (except end lockers), backs, and shelves shall be 24-gage steel with edges suitably
form ed to provide a rigid assem bly when bolted together.
2.
Locker Bottom s: 20-gage steel.
3.
Exposed Sides of End Lockers: 16-gage steel reinforced with 5/8" particle board
lam inated in a full bed of adhesive to interior of side.
E.
Locker Tops: Sloped top, form ed of 16-gage steel, all welded, sloping a m inim um of 25
degrees, fastened to lockers in groups in the field. Sloped tops are in addition to standard flat
top and is not an integral part of the locker body.
Locker Bases: None Required.
Hinges: 2" high, 5-knuckle, full loop, tight pin style, securely welded to fram e and riveted to the
inside of the door flange. Doors 42" high and less shall have 2 hinges; doors over 42" high shall
have 3 hinges.
Latching Devices: One-piece, pre-lubricated, spring steel latch com pletely contained within the
lock bar, under tension, to provide a rattle-free operation. Lock bar shall be pre-painted, doublechannel steel construction. Lock bar shall be securely contained in the door channel by selflubricating polyethylene guides that isolate the lock bar from m etal-to-m etal contact with the
door. Provide 3 latching points for doors over 42" high; 2 latching points for tiered lockers 42"
and under in height.
Locks and Handles
1.
Locks: Built-in loop on door and fram e for com bination or keyed lock, attachm ent housed
in a 20-gage stainless steel pocket with the exposed portion encased in a m olded ABS
therm oplastic cover preventing m etal-to-m etal contact. Provide non-protruding 14-gage
lifting trigger for actuating the lock bar when opening door.
a.
Padlocks: By Owner.
F.
G.
H.
I.
J.
K.
L.
M.
N.
Fram e Hooks: Heavy gage steel set close in and welded to door fram e. Continuous vertical
door strike shall protect fram e hooks from door slam dam age. Provide soft rubber silencers
securely installed on each fram e hook.
Num ber Plates: Each locker shall have a polished alum inum plate with black num erals 1/2"
high.
1.
All Lockers: Attached to lock and handle pocket with tam per resistant fasteners.
2.
Verify num bering system with Architect.
Clothes Hooks: Double-prong back hook and 2 single-prong side hooks shall be attached to
locker body with no less than 2 bolts or tam per resistant fasteners.
Fasteners: As recom m ended by the m anufacturer, with lockwashers or locknuts.
Finish: All steel parts shall be thoroughly cleaned, given a bonding and rust resisting phosphate
treatm ent, followed by a coat of baked-on enam el applied by electrostatic spray.
1.
Color: Up to 4 colors m ay be selected by the Architect from m anufacturer's full range of
standard colors.
10 51 13 - 2
METAL W ARDROBE LOCKERS
0994/JS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
PART 3 - EXECUTION
3.01
INSTALLATION
A.
Install lockers at the locations shown in accordance with the m anufacturer's instructions,
anchoring securely to supporting construction.
1.
Anchor locker units to wall through the locker back with anchor devices suitable for wall
construction.
2.
Anchor locker units to base with hardware furnished by m anufacturer.
3.
Through-bolt adjoining locker units together with m anufacturer furnished fasteners,
except, leave no exposed sharp edges or threads of bolts within locker.
B.
Adjust doors and locking devices for proper operation. Instruct Owner's personnel in proper
operation and m aintenance of lockers.
3.02
A.
B.
3.03
A.
B.
ADJUSTING
Adjust doors and locking devices for proper operation.
Correct m inor damage to installed products. Rem ove and replace work that cannot be
satisfactorily repaired.
CLEANING
Clean locker interiors and exterior surfaces at the com pletion of the W ork of this section in
accordance with the Contract closeout requirem ents established by the Owner and Contractor:
Rem ove packaging and construction debris, and legally dispose of off-site.
END OF SECTION
JS/0994
10 51 13 - 3
METAL W ARDROBE LOCKERS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
SECTION 32 31 19
DECORATIVE M ETAL FENCES AND GATES
PART 1 - GENERAL
1.01
A.
B.
1.02
A.
1.03
A.
1.04
A.
1.05
A.
1.06
A.
1.07
A.
SECTION INCLUDES
Prefabricated, prefinished steel fence and gate system s.
Concrete m aterials for footings.
RELATED DOCUM ENTS
The Drawings, the provisions of the Contract, including the General and Supplem entary
Conditions, and the General Requirem ents apply to the W ork of this Section.
REFERENCES
Am erican Society of Testing and Materials (ASTM)
1.
ASTM A653-02a, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
2.
ASTM A787-01, Standard Specification for Electric-Resistance-W elded Metallic-Coated
Carbon Steel Mechanical Tubing.
3.
ASTM B86-98e1, Standard Specification for Zinc and Zinc-Alum inum (ZA) Alloy Foundry
and Die Castings.
4.
ASTM C33-02a Standard Specification for Concrete Aggregates.
5.
ASTM C150-02a, Standard Specification for Portland Cem ent.
SUBM ITTALS
Subm it the following in accordance with Section 01 33 23:
1.
Manufacturer's Literature: Materials description and installation instructions.
2.
Shop Drawings: Indicate sections of typical m em bers, dim ensioned plans and elevations,
anchors and fasteners and their spacing.
QUALITY ASSURANCE
Com ply with the provisions of the following codes, specifications and standards except where
m ore stringent requirem ents are shown on the Drawings and specified herein.
1.
Am erican Society of Testing and Materials (ASTM) as specified herein.
DELIVERY, STORAGE AND HANDLING
Deliver gate sections and fram ework to the Project site protective wrapped and store in
accordance with m anufacturer's instructions, above ground, and protected from weather,
construction activities, and other causes of dam age. Dam aged and otherwise unsuitable
m aterial when so determ ined, shall be im m ediately rem oved from the Project site.
WARRANTY
The Contractor shall warrant the fence and gate system to be free of faults and defects in
accordance with the General Conditions, except that the warranty shall be extended by
m anufacturer's 15-year warranty against defects in the finish including cracking, peeling and
blistering. The warranty shall be in writing and shall be signed by the m anufacturer.
PART 2 - PRODUCTS
2.01
A.
JS/0595C
SYSTEM
Prefabricated, prefinished, steel fence and gate system , (Monum ental Iron W orks, a m em ber of
The Anchor Group); or prior approved substitution.
1.
Site Fence: "Estate Fence - Style K", 2 horizontal rails, flat topped and bottom pickets.
2.
Gate: Sam e style as fence.
a.
Size: Manufacturer's standard 4'-0" wide.
32 31 19 - 1
DECORATIVE METAL FENCES AND GATES
0806.1233.23
2776A9
2.02
A.
B.
C.
D.
E.
F.
G.
2.03
A.
B.
C.
D.
E.
F.
G.
2.04
A.
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
M ATERIALS
Steel Com ponents: Carbon steel tubing conform ing to ASTM A787, and steel channels
conform ing to ASTM A653, hot-dipped galvanized with G90 zinc coating.
1.
Fence Posts and Posts at Doors: 4" square steel tube, 3/16" wall thickness, 14.65 lbs. per
foot.
a.
Provide fence posts with rail brackets for connection of fence sections.
b.
Fence Posts Height: 6'-0"
2.
Horizontal Rails: 1-3/8" w. x 1-1/2" d. steel "U" shaped channel, 11 gauge wall thickness.
a.
Section Length: 8'-0"
3.
Pickets: 3/4" square, 16 gauge steel tube, "Flat Top" style with polym er plug.
a.
Height: 6'-0"
b.
Picket Spacing: 4" o.c.
4.
Gate Fram es: 2" square, 13 gage steel tube, with diagonal truss rod, and fulcrum latch
with strike strap.
a.
Gate W idth: 4'-0"
Post Caps: "Flat Style" design, cast m alleable iron, hot dipped galvanized. Provide one cap for
each square post.
Rail Adjustm ent Brackets: Ball and socket design capable of 30 degree swivel. Die cast zinc,
ZAMAK #3 alloy, conform ing to ASTM B86.
Hinges: Heavy-duty, m alleable iron, non-rem ovable pin and sleeve, sized appropriately for size
of gates. Capable of 180 degree swing. Minim um 2 per gate.
Latching Device: Manufacturer's fulcrum latch with strike strap, and capabilities to receive pad
lock.
1.
Lock: Provided by Owner.
Accessories: Clip angles, channels, and other accessory sam e m aterial as steel com ponents
specified above.
Fasteners: Provide m anufacturer's tam per resistant fasteners at all m echanical connections.
FABRICATION
Fabricate panel sections into sizes and shapes shown on drawings. Space pickets so clear
space between pickets, and between pickets and posts, is not greater than 4" clear.
Punchout top and bottom rails to insert pickets. Attach pickets to rails using m anufacturer’s 1/4"
diam eter rivets.
Punchout top of rails to insert 1/4" dowel on bottom of ring. Attach top of ring to rails using
m anufacturer’s 1/4" diam eter rivets.
Attach rail/picket sections to post brackets using m anufacturer’s bolts, lock washers, and nut.
Attach post tops to post by tight friction fit and 2 set screws at base of post top to post.
Posts at Doors: Coordinate fabrication of posts at doors with power operated door button.
Finish: Manufacturer's recom m ended 4 stage prim er and baked electrostatic polyester powder
finish coating.
1.
Color: Manufacturer’s standard Black.
CONCRETE
Provide concrete consisting of Portland cem ent com plying with ASTM C150, aggregates
com plying with ASTM C33, and clean water. Mix m aterials to obtain concrete with a m inim um
28-day com pressive strength of 3,000 psi using at least 5 sacks of cem ent per cu. yd.
1" m axim um size aggregate, 3" m axim um slum p, and 4 to 6 percent entrained air.
PART 3 - EXECUTION
3.01
A.
3.02
A.
PREPARATION
Verify location of underground services in area prior to excavating for concrete footings.
INSTALLATION
Installation of fencing shall not begin prior to com pletion of final grading. Drill holes for post
footings in firm , undisturbed and com pacted soil. Provide footing at all post locations.
32 31 19 - 2
DECORATIVE METAL FENCES AND GATES
0595C/JS
© KKE ARCHITECTS, INC.
HENNEPIN COUNTY CONTRACT NO.
0806.1233.23
2776A9
B.
Concrete Footing Sizes
1.
Posts: Diam eter of footing hole for posts shall be 4 tim es greater than post dim ension.
2.
Bottom of footings shall be set not less than 48" below surface of finish grade in firm ,
undisturbed soil. Excavate deeper as required for adequate support in soft and loose
soils.
C.
Placing Concrete
1.
Place concrete in a continuous pour, tam p for consolidation, and set posts into concrete.
Check each post for vertical and top alignm ent, and hold in position during placem ent and
finishing operations.
2.
Trowel finish tops of footings, and slope or dom e to direct water away from posts.
3.
Brace posts as required.
D.
E.
F.
G.
Secure fence panels to posts with m anufacturer's recom m ended tam per-resistant fasteners.
Secure fence panel to m asonry colum ns with lag bolt and expansion shield in solid grouted cell.
Coordinate installation of posts at doors with foundation, and electrical subcontractor.
Secure hinges to posts and hang gates to operate freely without warp and rack of gates.
Lubricate as recom m ended by the m anufacturer.
Operate and adjust gate to operate correctly.
H.
3.03
A.
B.
ADJUSTING AND CLEANING
Rem ove protective wrapping from prefinished fence com ponents, if any, im m ediately after
com pleting installation.
Touch-up m inor scratched and abraded areas with m anufacturer's recom m ended paint
furnished with system .
END OF SECTION
JS/0595C
32 31 19 - 3
DECORATIVE METAL FENCES AND GATES
MEMORANDUM
PROJECT:
Nokomis Library
COMM.
NO.:
08138
CLIENT:
KKE Architects
DATE:
September 23, 2009
MEMO TO:
Matthew Streed
SUBJECT:
equivalent for underground
storage system
MEMO BY:
Ben Feldman
cc:
Dave Rey, AJA
Matthew,
This memo is in response to the request of StormTech, a well known underground storage chamber
manufacturer, to be approved as an equivalent for the underground storage system specified in the
Construction Documents.
We requested that they provide us with an alternate design that would meet the storm water management
criteria that the currently specified system is designed for. We have reviewed the submitted information
provided by StormTech and are approving them as an equivalent for the underground storage system on
the Project.
StormTech is aware of the decision and will be providing quotes to prospective bidders.
Please let me know if you have any questions.
Thanks,
Ben
PRICE
PRICE
PRICE
PRICE
PRICE
PRICE
PRICE
PRICE
PRICE
E-1
E-2
E-3
T-1
T-2
T-3
T-4
T-5
T-6
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
TOILET EXHAUST
TOILET EXHAUST
TOILET EXHAUST
530
80
530
530
530
530
635D
635
635
8
8
8
8
8
8
4
4
4
980
800
120
365
325
325
200
135
135
MAX
GRILLES, REGISTERS, AND DIFFUSERS SCHEDULE
400
400
400
400
400
400
400
400
400
MAX CORE
SD QMF 08-2021: 1
25
15
17
17
17
17
15
15
15
MAX
40x12
26X26
14x6
14x14
24x8
24x14
18X8
12x8
16x12
F ACE
38x10
24X24
12x4
12x12
22x6
22x12
16X6
10x6
14x10
NECK
45 DEG
0
45 DEG
45 DEG
45 DEG
45 DEG
45 DEG
45 DEG
45 DEG
ADJ USTABLE
STEEL
ALUM.
STEEL
STEEL
STEEL
STEEL
ALUM.
ALUM.
ALUM.
9
9
9
9
9
9
6, 9
6, 9
6, 9
LUMINAIRE SCHEDULE
NOKOMIS LIBRARY
9/15/2009
FIXTURE
LETTER
TYPE
A1
LIBRARY
SUSPENDED
DIRECT/INDIRECT ROW
LENGTHS PER PLANS PROVIDE AS 8'
SECTIONS WHEREVER
POSSIBLE
120
ADJUSTABLE
(2) 32W SUPER T8,
AIRCRAFT CABLE PER 4'
(MIN. 8' CORD)
WITH CORD
HOLDERS (NO
CORD SAGGING
PER OWNER) AT
9' - 0" AFF UNLESS
NOTED
OTHERWISE
57% UP & 21% DOWN
DISTRIBUTION UNLESS NOTED
OTHERWISE, ALUMINUM
HOUSING, WHITE FINISH
ALUMINUM HOUSING WHITE
FINISH, LOW BRIGHTNESS
MESOPTIC LENS, NONDIMMED PER ELEC PLANS
LEDALITE#760-6-T02-Q-NXX'-1-1-E-W, PROVIDE
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $49.50/FT
NOTE 6
A2
LIBRARY
SUSPENDED
DIRECT/INDIRECT WITH
DAYLIGHTING SENSOR
AND DIMMING
BALLASTS, ROW
LENGTHS PER PLANS PROVIDE AS 8'
SECTIONS WHEREVER
POSSIBLE
120
SAME AS TYPE A1 (2) 32W SUPER T8,
PER 4'
57% UP & 21% DOWN
DISTRIBUTION UNLESS NOTED
OTHERWISE, ALUMINUM
HOUSING, WHITE FINISH
ALUMINUM HOUSING WHITE
FINISH, LOW BRIGHTNESS
MESOPTIC LENS,
DIMMABLE WITH DAYLIGHT
SENSORS PER ELEC
PLANS
LEDALITE#760-6-T02-Q-NXX'-7-1-E-W-DS; WITH
DIMMING BALLASTS
LOCATIONS PER ELEC
PLANS, PROVIDE
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $64.50/FT
NOTE 6
A3
LIBRARY
SUSPENDED
DIRECT/INDIRECT WITH
DIMMING BALLASTS,
ROW LENGTHS PER
PLANS - PROVIDE AS 8'
SECTIONS WHEREVER
POSSIBLE
120
SAME AS TYPE A1 (2) 32W SUPER T8,
PER 4'
57% UP & 21% DOWN
DISTRIBUTION UNLESS NOTED
OTHERWISE, ALUMINUM
HOUSING, WHITE FINISH
ALUMINUM HOUSING WHITE
FINISH, LOW BRIGHTNESS
MESOPTIC LENS,
DIMMABLE WITH DAYLIGHT
SENSORS PER ELEC
PLANS
LEDALITE#760-6-T02-Q-NXX'-7-1-E-W-DS; WITH
DIMMING BALLASTS
LOCATIONS PER ELEC
PLANS, PROVIDE
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $64.50/FT
NOTE 6
B1
STAFF WORK ROOM
1X4 RECESSED
LENSED
FLUORESCENT WITH
DAYLIGHT DIMMING
BALLASTS
120
RECESSED IN
GYP. CEILING
(1) 32W SUPER T8,
PER 4'
HIGH EFFICIENT GLARE FREE
LENSED FIXTURE
LOW BRIGHTNESS
MESOPTIC LENS,
DIMMABLE
LEDALITE#91-14-D1-ST-T132- NOTE 6
S-7-120-E-7-DS, PROVIDE
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $322.50 EACH
B2
MULTI-PURPOSE ROOM 2X2 RECESSED
LENSED
FLUORESCENT
120
RECESSED IN
GYP. CEILING
(2) 24WT5HO
HIGH EFFICIENT GLARE FREE
ANGLED LENSED FIXTURE
LOW BRIGHTNESS
MESOPTIC LENS,
DIMMABLE
LEDALITE#9122-D1-ST-H224- NOTE 6
S-7-120-E, PROVIDE
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $442.50 EACH
B3
TOILETS
2X2 RECESSED
LENSED
FLUORESCENT
120
RECESSED IN
GYP. CEILING
(2) 24WT5HO
HIGH EFFICIENT GLARE FREE
ANGLED LENSED FIXTURE
LOW BRIGHTNESS
MESOPTIC LENS, NONDIMMED
LEDALITE#9122-D1-ST-H224- NOTE 6
S-1-120-E, PROVIDE
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $246.25 EACH
B4
CHILDREN'S AREA
1X4 RECESSED
LENSED
FLUORESCENT
120
RECESSED IN
GYP. CEILING
(1) 32W SUPER T8,
PER 4'
HIGH EFFICIENT GLARE FREE
LENSED FIXTURE
LOW BRIGHTNESS
MESOPTIC LENS, NONDIMMED
LEDALITE#9114-D1-ST-T132- NOTE 6
S-120-E, PROVIDE
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $244.00 EACH
B5
STAFF LOUNGE
2X4 RECESSED
LENSED
FLUORESCENT
120
RECESSED IN
GYP. CEILING
(3) 32W SUPER T8,
PER 4'
HIGH EFFICIENT GLARE FREE
LENSED FIXTURE
LOW BRIGHTNESS
LEDALITE#9124-D1-ST-T332- NOTE 6
MESOPTIC LENS, INBOARD, S-120-2-E, PROVIDE
OUTBOARD SWITCHING
ALLOWANCE PRICE FOR
OWNER APPROVED
PRODUCT OF $342.50 EACH
C1
LIBRARY COVES
HIGH PERFORMANCE
COVE LIGHT ROWS
PER PLANS
120
SURFACE IN
COVE
(1) 32W SUPER T8,
PER 4'
PROVIDE IN CONTINUOUS ROWS
WITH ADJUSTABLE ROW AIMING
SPECULAR ALUMINUM
ELLIPTIPAR#F306-A232-S-00REFLECTOR, DIMMABLE ON T/VM7-00-0; ELECTRIX#AX
DAYLIGHT CONTROLS
SERIES; FOCAL
POINT#COVELITE 68
SERIES, WINONA#P1
SERIES WITH DIMMING
BALLASTS OR PREAPPROVED ALTERNATE
LOCATION
FIXTURE
TYPE
VOLT
MOUNTING
LAMP(S)
FIXTURE DESCRIPTION
CONTROL MEDIA
(LENS, LOUVER, ETC.)
MANUFACTURER'S
SERIES NUMBERS
ELEC NOTES
LUMINAIRE SCHEDULE
NOKOMIS LIBRARY
9/15/2009
FIXTURE
LETTER
TYPE
LOCATION
FIXTURE
TYPE
VOLT
MOUNTING
LAMP(S)
FIXTURE DESCRIPTION
CONTROL MEDIA
(LENS, LOUVER, ETC.)
MANUFACTURER'S
SERIES NUMBERS
ELEC NOTES
D1
LIBRARY
DOWNLIGHT
120
RECESSED IN
GYP. SOFFIT
RETROFIT OLD
OPENINGS
WHERE
REQUIRED
(1)26W TRT
6" DIAMETER ROUND DOWNLIGHT WHITE TRIM OR FINISH PER LITHONIA#LF6-1/26-42TRTWITH TEMPERED GLASS
ARCHITECT
T73-120, INFINITY,
PRISMATIC LENS
LIGHTOLIER, PATHWAY,
HALO OR PRE-APPROVED
ALTERNATE
D2
LIBRARY
MULTI-DOWNLIGHT
120
RECESSED IN
GYP. CEILING
(4) 20W, MR16, METAL ADJUSTABLE MULTI-LAMP,
HALIDE, MED. FLOOD DOUBLE GIMBAL LAMP HOLDERS
WITH SPREAD LENS
D3
LIBRARY ENTRIES
DOWNLIGHT
120
RECESSED IN
WOOD CEILING VERIFY
THICKNESS
(1)26W TRT
D4
LIBRARY
MULTI-DOWNLIGHT
120
RECESSED IN
WOOD CEILING VERIFY
THICKNESS
(4) 20W, MR16, METAL ADJUSTABLE MULTI-LAMP,
HALIDE, MED. FLOOD DOUBLE GIMBAL LAMP HOLDERS
WITH SPREAD LENS
G1
BASEMENT & STORAGE 4' INDUSTRIAL STRIP
120
SUSPENDED
FROM CHAIN
HUNG
(2) 32W SUPER T8,
4100K PER 4'
WHITE PAINTED FINISH, PROVIDE WITH WIREGUARD
EMERG. BALLAST AS REQD
WILLIAMS LIGHTING#76-4232-WG11-EB2-120,
LITHONIA, COLUMBIA,
LITHOLIER, COLUMBIA,
DAYBRITE, METALUX, LSI
OR PRE-APPROVED
ALTERNATE
G2
BASEMENT & STORAGE 4' WRAP
120
SURFACE ON
WALL/CEILING
(2) 32W SUPER T8,
PER 4'
WHITE PAINTED FINISH, PROVIDE LENS
EMERG. BALLASTS AS REQUIRED
WILLIAMS LIGHTING#20-4232-A-EB2, LITHONIA,
COLUMBIA, LITHOLIER,
COLUMBIA, DAYBRITE,
METALUX, LSI OR PREAPPROVED ALTERNATE
G3
LIBRARY
STRIP UPLIGHTS
ABOVE EYEBROW
120
SURFACE IN
EYEBROW
(1) 32W SUPER T8
SINGLE LAMP STRIP
NONE
WILLIAMS #75-4-132-EB1120, LITHONIA, COLUMBIA,
LITHOLIER, COLUMBIA,
DAYBRITE, METALUX, LSI
OR APPROVED ALTERNATE
L1
LIBRARY DESK
LED ROPE LIGHTING
ACCENT
120
SURFACE EDGE
DETAIL PER
ARCH.
ELELVATIONS
LED 2700K
WARM WHITE LED
PROVIDE WITH
ACCESSORIES FOR A
COMPLETE INSTALLATION
INCLUDING MOUNTING
CLIPS/CHANNEL, POWER
FEED AND DRIVERS
BRUCK LIGHTING#135401-1, NOTE 7
AMERICAN LIGHTING#LED
FLEXBRITE SERIES,
ELITE#FLEX SERIES WITH
UL LISTING OR PREAPPROVED ALTERNATE
L2
LIBRARY DESK
LED NICHE ACCENT
LIGHTS
120
RECESSED IN
NICHE PER ARCH
ELEVATIONS
LED WARM WHITE
WARM WHITE LED, CLEAR MATTE 30 DEGREE MEDIUM BEAM
BODY/TRIM
OPTICS WITH SPRING
CLIPS FOR INSTALLATION
TRIMLESS WHITE HOUSING, RSA#C4-N-020C16-E-120-NELECTRONIC BALLASTS,
G-W-N, 3G LTG#MADISON
NON-DIMMED
SERIES, CONTECH#
ACCENTUATE SERIES,
USAI#MEDUSA SERIES,
AMERLUX#CYLR SERIES OR
PRE-APPROVED
ALTERNATE
6" DIAMETER ROUND DOWNLIGHT WHITE TRIM OR FINISH PER LITHONIA#LF6-1/26-42TRTWITH TEMPERED GLASS
ARCHITECT
T73-120, INFINITY,
PRISMATIC LENS
LIGHTOLIER,PATHWAY,
HALO OR PRE-APPROVED
ALTERNATE
HOUSING & TRIM COLOR
PER ARCHITECT,
ELECTRONIC BALLASTS,
NON-DIMMED
RSA#C4-N-020C16-E-120-N-1E-T-G-G-XX-XX, 3G
LTG#MADISON SERIES,
CONTECH# ACCENTUATE
SERIES, USAI#MEDUSA
SERIES, AMERLUX#CYLR
SERIESOR PRE-APPROVED
ALTERNATE
GVA LIGHTINGS#CLO3-BIDC-CM-1-MB-SC, MP
LIGHTING#L52 SERIES OR
PRE-APPROVED
ALTERNATE
LUMINAIRE SCHEDULE
NOKOMIS LIBRARY
9/15/2009
FIXTURE
LETTER
TYPE
P1
LOCATION
FIXTURE
TYPE
CHILDREN'S AREA
NEST
18" DIAMETER
PENDANT
P2
CHILDREN'S AREA
BIRD PENDANT
P3
TEEN AREA
PENDANT
P4
VOLT
MOUNTING
LAMP(S)
FIXTURE DESCRIPTION
120/277 PENDANT MOUNT (3)42W CFL INCLUDED FAUX TWIG/VINE PATTERN, INNER
AT 7'-4" AFF
FRAME & OUTER SHADE SEAM TO
BE ALIGNED
120
CABLE MOUNTED (1)75W HALOGEN B15d CHROMED METAL STRUCTURE
HEIGHT PER
WITH DIFFUSED BLOWN GLASS
ARCHITECT
AND POLYCARBONATE WINGS.
approx. 7'-4"
PROVIDE WITH
MIN. 8' CABLE FOR
FIELD HEIGHT
ADJUSTMENT
CONTROL MEDIA
(LENS, LOUVER, ETC.)
MANUFACTURER'S
SERIES NUMBERS
TOP & BOTTOM OPAL LENS CUSTOM BY DOMANI
DIFFUSER
LIGHTING, ALLOWANCE
PRICE OF $1700.00
FIXED WINGS SUSPENDED LUXO#VOLA-FO6CQ-175ON SUSPENSION WIRE
STD-120-STD, ALLOWANCE
PRICE OF $450.00 EACH
ELEC NOTES
NOTE 2
NOTE 4
120
STEM MOUNTED;
VARIED HEIGHT
PER ARCHITECT
(3) CFL LAMPS
ALUMINUM STRIPS
26" HIGH AND 26"
DIAMETER
SIMILAR TO VARALUZ
NOTE 3
RIBBON ALUMINUM 3 LIGHT
PENDANT, PROVIDE
ALLOWANCE OF $398.00
EACH
FRONT READING AREA 18" DIAMETER
PENDANT
120
STEM MOUNTED
HEIGHT PER
ARCHITECT
(2) 26 W TRT
FAB8 KINWASHI FABRIC SHADE
WITH BRONZE AND MAPLE
SPINDLE OR PER ARCHITECT
FROSTED
WINONA LIGHTING# 5800-18POLYCARBONATE BOTTOM 226F-FAB8-BRONZE WITH
DIFFUSER
CHERRY SPINDLE-MOD,
SHAPER# FABRIQUE
SERIES,
LUMENART#ROUND DRUM
SERIES, CRENSHAW,
MICHAELS OR PREAPPROVED ALTERNATE
P5
FIREPLACE READING
AREA
24" DIAMETER
PENDANT
120
CUSTOM ARC
WALL BRACKET
SEE ARCH.
ELEVATIONS
MOUNTED TO
EYEBROW
(2) 26 W TRT
FAB8 KINWASHI FABRIC SHADE
WITH BRONZE AND MAPLE
SPINDLE OR PER ARCHITECT
FROSTED
WINONA LIGHTING# 5800-24POLYCARBONATE BOTTOM 226F-FAB8-BRONZE WITH
DIFFUSER
CHERRY SPINDLE-MOD,
SHAPER# FABRIQUE
SERIES CRENSHAW,
MICHAELS OR PREAPPROVED ALTERNATE
S1
CHILDREN'S
RESTROOM
25" TALL VANITY WALL
SCONCE
120
WALL MOUNTED
HORIZONTALLY
ABOVE MIRROR
WITH LARGEST
OPENING DOWN
(1) 24WT5HO
METAL HOUSING PANTED BRONZE MATTE WHITE ACRYLIC
FINISH, COLOR PER ARCHITECT
WITH PRISMATIC BOTTOM
LENS
OCL# ML3-S1SA-25-MWBRONZE-1LF24-120-BLP,
PROVDIE ALLOWANCE
PRICE OF $385.00 EACH
NOTE 5
S2
ENTRY STONE WALL
ACCENT
2' LINEAR WALL
SCONCE; SEE ARCH.
ELEVATION #2/A702
120
HORIZONTAL
WALL MOUNT
(2) 24T5HO
FINISH PER ARCHITECT
GLOSS WHITE ACRYLIC
DIFFUSER
NOTE 5
S3
ENTRY STONE WALL
ACCENT
120
HORIZONTAL
WALL MOUNT
(2) 39T5HO
FINISH PER ARCHITECT
GLOSS WHITE ACRYLIC
DIFFUSER
S4
ENTRY STONE WALL
ACCENT
120
HORIZONTAL
WALL MOUNT
(2)54T5HO
FINISH PER ARCHITECT
GLOSS WHITE ACRYLIC
DIFFUSER
S5
PUBLIC RESTROOM
3' LINEAR WALL
SCONCE; VARIED
SIZES SEE ARCH.
ELEVATION #2/A702
4' LINEAR WALL
SCONCE; VARIED
SIZES SEE ARCH.
ELEVATION #2/A702
24" TALL VANITY WALL
SCONCE
120
WALL MOUNTED
ABOVE MIRROR
(1) 24WT5HO
ANTIQUE METAL CLAD TRIM
WHITE ARTESIAN GLASS
OCL # IL1-S1SA-24-GW-PTD2LF24-120, PROVIDE
ALLOWANCE PRICE OF
$290.00 EACH
OCL # IL1-S1SA-36-GW-PTD2LF39-120, PROVIDE
ALLOWANCE PRICE OF
$355.00 EACH
OCL # IL1-S1SA-48-GW-PTD2LF54-120, PROVIDE
ALLOWANCE PRICE OF
$420.00 EACH
REZEK# ILLUSA STRIP 24
WALL, PROVIDE
ALLOWANCE PRICE OF
$420.00 EACH
NOTE 5
NOTE 5
NOTE 8
LUMINAIRE SCHEDULE
NOKOMIS LIBRARY
9/15/2009
FIXTURE
LETTER
TYPE
T1
FOR SCULPTURE
FLEXIBLE TRACK
12
CEILING
N/A
MOUNTED INSIDE
SOFFIT
ANODIZED ALUMINUM; ANTIQUE
BRONZE FINISH
T2
FOR SCULPTURE
TRACK HEAD
12
TRACK MOUNTED (1) 50W MR 16 FG,
GU5.3 BASE; 10,000
HOURS
ANTIQUE BRONZE FINISH
DIMMED
CONTECH # CRS697QR-AB, NOTE 1
TECH LIGHTING#SPOT
SERIES, TRANSLITE
SONOMA, LIGHTOLIER,
ALICO OR PRE-APPROVED
ALTERNATE
U1
STAFF WORK ROOM
UNDER CABINET LIGHT
120
SURFACE UNDER (1) 32W SUPER T8,
UPPER CABINETS, PER 4'
SHELVES
WHITE FINISH, SOLID FRONT
PRISMATIC FLAT LENS
LITHONIA#N2S-32-MVOLTGEB10IS,
KENALL#STRATALUME
SERIES, ALCKO#SF332
SERIES,
LIGHTOLER#TCF132WUNOV
RO-BPR OR PREAPPROVED ALTERNATE
AA1
EXTERIOR PARKING
LOT
AREA LIGHT
120
AREA LIGHT ON
20' POLE
(1) 175W METAL
TYPE IV DISTRIBUTION WITH
FULL CUTOFF, FLAT LENS,
HALIDE PULSE START INTERNAL HOUSE SIDE SHIELD
10"ARM, BRONZE FINISH
VERTICAL LAMP
WITH LIGHT TRESPASS CONTROL
DD1
EXTERIOR SOFFITS
WET LISTED
DOWNLIGHT
120
RECESSED IN
GYP. SOFFIT
(1)26W TRT
6" DIAMETER ROUND DOWNLIGHT WHITE TRIM OR FINISH PER LITHONIA#LF6N-1/26-42TRTWITH TEMPERED GLASS
ARCHITECT
T73-120, INFINITY,
PRISMATIC LENS
LIGHTOLIER, HALO,
PATHWAY
OR PRE-APPROVED
ALTERNATE
FF1
EXTERIOR SOFFIT 20' SIGN ACCENT
LINEAR ACCENT LIGHT
120
RECESSED IN
SOFFIT
(1) 32W SUPER T8,
PER 4'
20' LINEAR SIGN ACCENT LIGHT;
PROVIDE AS ONE CONTINUOUS
FIXTURE PER LENGTH
FROSTED DIFFUSER WALL
WASHING; BRONZE FINISH;
PROVIDE WITH -20F COLD
WEATHER BALLAST
AXIS #WBR-F-20-T8-1BRONZE-UNV-E-1-EF-VAR,
PROVIDE ALLOWANCE
PRICE OF $1950.00 FOR 20'
SECTION.
NOTE 5
FF2
EXTERIOR SOFFIT 4'
SIGN ACCENT
LINEAR ACCENT LIGHT
120
RECESSED IN
SOFFIT
(1) 32W SUPER T8,
PER 4'
16' LINEAR SIGN ACCENT LIGHT;
PROVIDE AS ONE CONTINUOUS
FIXTURE PER LENGTH
FROSTED DIFFUSER WALL
WASHING; BRONZE FINISH;
PROVIDE WITH -20F COLD
WEATHER BALLAST
AXIS #WBR-F-4-T8-1BRONZE-UNV-E-1-EF-VAR,
PROVIDE ALLOWANCE
PRICE OF $390.00 PER 4'
SECTION
NOTE 5
SS1
EXTERIOR STEPS
120
RECESSED IN
RISERS
1.5W LED
DIE CAST ALUMINUM HOUSING,
TEMPERED GLASS WITH WHITE
COATING
STAINLESS STEEL TRIM,
BRONZE FINISH
BEGA# 8301 LED, PROVIDE
ALLOWQANCE PRICING OF
$838.80 EACH
NOTE 9
LOCATION
FIXTURE
TYPE
STEP LIGHT
VOLT
MOUNTING
LAMP(S)
FIXTURE DESCRIPTION
CONTROL MEDIA
(LENS, LOUVER, ETC.)
MANUFACTURER'S
SERIES NUMBERS
ELEC NOTES
CONTECH # CRS2964-AB,
NOTE 1
TECH LIGHTING#MONORAIL
SERIES, TRANSLITE
SONOMA LIGHTING,
LIGHTOLIER, ALICO OR PREAPPROVED ALTERNATE
VISIONAIRE LIGHTING#POL1-T4-175MPS-1-BOA10-BZLTE, GARDCO#PYRAMID
SERIES OR PRE-APPROVED
ALTERNATE
General Notes:
A. All allowance prices are materials only, unless noted otherwise. Pricing does not include lamps, labor, freight, and distributor markups.
B. Verify ceiling types for compatibility with fixture mounting hardware.
C. Verify clearances for all recessed fixtures.
Electrical Notes:
1. Provide all components and accessories for a complete installation. Verify finish and materials with architectural drawings.
2. Type P1, Allowance pricing does not include lamps, taxes, markups, freight or labor for complete installation. Contact Jamey Koehler of Pulse Products (612) 217-0422.
3. Type P3, Allowance pricing does not include lamps, taxes, markups, freight or labor for complete installation. Contact Rick Lappin of Lappin Lighting (612) 339-5555.
4. Type P2, Allowance pricing does not include lamps, taxes, markups, freight or labor for complete installation. Contact Trent Shore of Lighting Affiliates (763) 521-5200. Provide with additional 12 spare lamps for owner maintenance.
5. Type S1, S2, S3, S4, FF1, & FF2 Allowance pricing does not include lamps, taxes, markups, freight or labor for complete installation. Contact Keith Severson of R.L. Mlazgar Associates (952) 843-8080.
6. Type A1, A2, A3 Allowance pricing does not include lamps, taxes, markups, freight or labor for complete installation. Pricing in effect until 12/31/09. Contact Dave Kreye at JTH Lighting (952)223-6314.
7. Type L1, American Lighting Flexbrite series, contact Karin Lindquist of Gopher Stage Lighting (612) 871-0138.
8. Type S5 Allowance pricing does not include lamps, taxes, markups, freight or labor for complete installation. Contact Dave Kreye at JTH Lighting (952)223-6314.
9. Type SS1 Allowance pricing does not include lamps, taxes, markups, freight or labor for complete installation. Contact Dave Kreye at JTH Lighting (952)223-6314.