Attachment_K_Design_Addenda_1.pdf

Addendum No. 1

ADDENDUM NO. 1 2

ISSUE DATE: APRIL 26, 2018 3

PROJECT: 5

UMESC FISH HOLDING RENOVATION 7

LA CROSSE, WI 54603 8

For: 10

U.S. Geological Survey (USGS) 11

Upper Midwest Environmental Sciences Center (UMESC) 12

2630 Fanta Reed Road 13

La Crosse, WI 54603 14

BID OPENING: 2:00 P.M., May 15, 2018 18

FROM: 20

Vantage Architects, Inc. 21

750 North Third Street, Suite F 22

La Crosse, WI 54601 23

TO: Prospective Bidders 24

This addendum forms a part of the Contract Documents and modifies the original Contract Documents dated February 3, 26

2017 as noted below. Acknowledge receipt of this Addendum on the bid proposal form. Failure to do so may subject the 27

Bidder to disqualification. 28

CHANGES TO SPECIFICATIONS – DIVISIONS 2 THRU 33 and 41 30

Table of Contents 32

Add Section 06 73 00 – Composite Decking 33

Add Section 41 22 23.19 – Electric Chain Hoist 34

General Requirements 36

Page GR-3, par. 3.5, B – Work By Owner: Add subpar. 5 to read as follows; ‘5. Owner will move stored fish tanks to 37 north side overhead door access point. The Contractor will be responsible for moving the tanks back into the Fish 38

Holding area and completing all final tank settings and plumbing connections.’ 39

Page GR-3, par. 3.6, B: Delete reference to ‘phased’ drain down and removal of existing tanks. 41

Page GR-14, par. 15.2 – Dust Control. 42

Delete subpar ‘A’ referencing phased removal of fish tanks. 43

Add subpar. ‘C’ to read: ‘The Contractor shall provide dust control with appropriate equipment to minimize 44 dust generated by saw cutting, coring, and hammering of existing concrete.’ 45

Section 02 41 13 – Selective Demolition 47

Part 3, par. 3.1, G: Delete reference to phased removal of fish tanks. 48

Section 03 30 00 – Cast-In-Place Concrete 1

Page 8, Par. 2.8 – Mix Proportioning: Revise ‘Mix Design Schedule’ as noted on page 8, Par. 2.8 – Mix 2

Proportioning. See attachment. 3

Section 05 53 00 – Metal Gratings (Stainless Steel) 5

Part 2, par. 2.2 – Material, subpar. B – Options: Delete banding at pipe riser cut-outs. 6

Section 07 92 00 - Joint Sealants 8

Part 3, par. 3.3, F: delete reference to joints used on fire rated wall assemblies. 9

Part 3, par. 3.6 - Joint Sealant Application Schedule; Subpar. ‘I’ Joint Sealant Application JF-1, interior floor joint 10 crack bridging’: Refer to Part 2, Par. 2.4 that lists flexible traffic grade crack manufacturer and model number. 11

Section 08 36 16 – Sectional Overhead Doors 13

Part 2, Par. 2.02, A, 2 – Finish and Color: Change to door supplier’s shop finished custom color (black), inside and 14 outside faces.’ 15

Part 2, Par. 2.02. A: Add subpar. 8 to read: ‘7. Vision Lights: Full aluminum sash with ½” insulated glass, tempered.’ 16

Section 09 51 00 – Acoustical Ceiling 18

Part. 1, Par. 1.1, B – Work Included: Add subpar. 4 to read: ‘4. Removal of existing acoustical tile ceiling.’ 19

Section 09 96 00 – High-Performance Floor Coating 21

Part 1, Par. 1.2, A – Section includes: Delete line 3 ‘Filling and sealing of concrete slab control joints.’ 22

Part 2, Par. 2.3 – Materials: Delete subpar. ,B. – Floor Trench Applications.’ 23

CHANGES TO DRAWINGS 25

Sheet C000 – Cover Sheet 27

Typical Abbreviations – Change abbreviation for overhead door to OHD 28

Sheet Index -Add sheets A104 and A05 29

Sheet C100 – Site Plan 31

Revise Key Note 2 to read: ‘2. Building access (into fish holding area) thru existing overhead sectional door. Owner 32 will move stored fish tanks to north side overhead door access point. The Contractor shall be responsible for moving 33 the tanks back into the fish holding area and completing all final tank settings and plumbing locations.’ 34

Add Key Note 6 to read: ‘General Contractor to provide temporary perimeter fencing around staging area.’ 35

Add Key Note 7 to read: ‘Existing pad mounted service transformer. 36

Add Key Note 8 to read: ‘Existing lawn area may be utilized for additional staging area if required.’ 37

Add Key Note 9 to read: ‘Dumpster location by General Contractor’. 38

Sheet 100- Demolition Plan 40

Under Demolition Key Note D1, revise to read; ‘Remove and dispose of existing trench drain gratings. …….’. 41

Revise Demolition Note D4 to read: ‘Existing expansion joint sealant to remain.’ 42

Revise Demolition Note D6 to read: ‘Existing resilient base to remain.’ 43

Add Demolition Key Note D8 to read: ‘D8 - Existing overhead hoist to be de-energized and removed. 44

Turn over to Owner.’ 45

Add Key Note D9 to read: ‘Contractor to provide dustproof barrier across door openings.’ (Applies to door openings 46

C104-a, C104-b, C104-c, C104.1, C104-d, C104-e, C104-f). 47

Add Demolition Key Note D10 to read: ‘Contractor to remove existing VCT flooring.’ 48

Add Demolition Key Note D11 to read: ‘Existing overhead door operator to be removed.’ 49

Omit General Demolition Notes ‘G & H’. 50

Sheet A101 – Interior Finishes Plan & Schedules 1

Omit Room Finish Plan Key Note 2 2

Omit Room Finish Plan Key Notes 1 & 5 in the following rooms; Electrical C104-a, Wet Lab C104-b, and Wet Lab 3

C104-c. 4

Revise Room Finish Schedule; To clarify, the high performance floor and base coating shall be limited to the 5 entrance leading into the Fish Holding area and Office C104-d. 6

Delete Detail 6/A101. 7

Sheet A102 – Slab Cutting Plan 9

Plan Revision: Revise area of slab removal at north side of Fish Holding area. 10

Saw Cutting Key Note 4: Revise to read ‘Refer to Plumbing Plans and Sheet S-101. 11

Saw Cutting Key Note 5: Add ‘See sheet A101 for approximate limits of slab removal.’ 12

Plan Revision: Add Key Note 7 to clarify that no slab cutting will be required in Electrical Room C104-a, Wet Lab 13

C104-b, Wet Lab C104-c, Office C104-d, C104-e, and C104-f. 14

Sheet A103 – Trench Drain Layout Plan 16

Floor Plan 1/A103: Delete reference to high performance floor coating in all areas except for Office C104-d and 17 entrance corridor between Wet Lab C104-c and Office C104-d. 18

Floor Plan 1/A103: In Office C104-d, add Key Note 4. 19

Floor Plan 1/A103: Delete Key Note 4 in Fish Holding. 20

Floor Plan 1/A103: Revise limits of concrete slab patching at north side of Fish Holding C104. 21

Floor Plan 1/A104: Add Keynote 15 regarding replacement sections of trench drain. 22

Floor Plan 1/A103: Add Key Note 18 (Replace existing door pair and H.M. frame.) 23

Key Note 13: Revise to read; ‘No work in wet labs.’ 24

Key Note 18: Add key note to read; ‘Replace existing door pair and H,M. frame. 25

Bar Grate Detail 3/A103: Revise configuration and requirements associated with the modified grate section. 26

Trench Drain Detail 4/A103: Delete note calling for high performance floor coating. 27

Embedment Angle Detail 5/A103: Delete reference to fiberglass. Angle shall be Type 304 stainless steel. 28

Sheet A104 – Reflected Ceiling Plan 30

Added to list of drawings 31

Sheet A105 - Tank Layout Plan 33

Added to list of drawings 34

Sheet S001-Structural General Notes 36

Add ‘crane beam attachment’ detail. (see attached drawing S001). 37

Sheet S101 – Foundation Plan 39

Foundation Plan 1/S101: Revise position of solids interceptors pit tanks (move closer to north wall). 40

Foundation Plan 1/S101: Add hoist and monorail. 41

Section 4/S101: Revise position of solids interceptors pit tanks (move closer to north wall). 42

Plan 7/S101: Change grating and embed angles to stainless steel. 43

Drawings: 1

Plumbing: 2

P001 – PLUMBING SYMBOLS, SCHEDULES AND ABBREVIATIONS 3

1. Revised description of FI-1, filtration equipment. 4

P101 – PLUMBING DEMOLITION PLANS 5

1. Revised DEMOLITION GENERAL NOTES to state that all existing compressed air piping and drops are to 6 remain. 7

2. Revised KEYED NOTES THIS SHEET to read that existing compressed air piping and drops are to remain. 8

3. For Part Plan – Plumbing Below Slab demolition, not the revision to the existing storm lines in the vicinity of the 9 filtration pits is to be revised and relocated. 10

4. Invert elevations for below slab piping were updated 11

P102 – PLUMBING PLANS 12

1. PLUMBING PLAN – BELOW GRADE part plan 13

a. Revised note for foot wash mat to reference detail 2/A103 14

b. Provided clarification for installation of curb valves 15

c. Revised fish tank graphics along east wall 16

d. Updated invert elevations for below slab piping 17

e. Provided direction for re-routing storm piping previously not shown 18

f. Added vent risers for separation tanks 19

g. Revised location of separation tanks 20

2. PLUMBING PLAN – ABOVE GRADE 21

a. Revised sizes of hot water (HW) piping 22

b. Revised graphics for fish holding tanks along east wall 23

c. Revised size of cold water (CW) water mains 24

d. Added vent risers for separation tanks 25

e. Revised location of separation tanks 26

f. Added reference for detail 4/502 for new round fish tanks 27

g. Added note for compressed air piping to be existing to remain 28

h. Added direction to core and install 6” sleeve at north wall and referenced detail 5/P502 for further 29 direction 30

P501 - PLUMBING DETAILS 31

NO CHANGES 32

P502 – PLUMBING DETAILS 33

1. Added details 4 and 5 34

2. Revised HW pipe sizes on detail 2 35

Electrical Drawings E001, E101, E102, E501, E502 36

Refer to revised drawing attachments. Revisions are clouded and tagged. 37

Attachments - Specifications 1

- Section 03 30 00 – Cast-In-Place Concrete 2

- Section 06 73 00 – Composite Decking (Add section). 3

- Section 41 22 23.19 – Electric Chain Hoist (Add section) 4

Attachments - Drawings 6

G000 Cover Sheet 7

C100 Site Plan 8

A100 Demolition Plan 9

A101 Interior Finishes Plan & Schedules 10

A102 Slab Cutting Plan 11

A103 Trench Layout Plan 12

A104 Reflected Ceiling Plan 13

A105 Tank Layout Plan 14

S001 Structural General Notes 15

S101 Foundation Plan 16

P001 Plumbing Symbols, Schedules And Abbreviations 17

P101 Plumbing Demolition Plans 18

P102 Plumbing Plans 19

P501 Plumbing Details 20

P502 Plumbing Details 21

E001 Electrical Symbols, Abbreviations and Sheet Index 22

E101 Electrical Demolition Plan 23

E102 Electrical Plan 24

E501 Electrical Details & Diagrams 25

E502 Electrical Schedules 26

UMESC–La Crosse

Fish Holding Renovation

Section 03 30 00

Contract No. G15PX01644

O3 30 00 - 1

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE

Revised by Addendum

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Applicable provisions of Division 1 shall govern all work under this section.

B. Section Includes:

1. Formwork, shoring, bracing, and anchorage

2. Concrete accessories

3. Concrete reinforcing

4. Granular base under slab-on-grade

5. Underslab vapor retarder barrier

6. Cast-in-place concrete

1.2 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS

A. Section 03 15 00 – Concrete Accessories: Waterstops

B. Section 05 50 00 – Metal Fabrications

1.3 RELATED SECTIONS

A. Section 07 14 00 – Fluid-Applied Waterproofing

B. Section 07 92 00 – Joint Sealants: Crack Bridging Traffic Grade Sealant

C. Division 22 - Plumbing

D. Division 26 – Electrical: In-slab and underslab conduits and electrical equipment.

E. Section 31 23 00 – Excavation & Fill

1.4 REFERENCES

A. ACI 301 – Specifications of Structural Concrete for Buildings

B. ANSI/ASTM A185 – Welded Steel Wire Fabric for Concrete Reinforcement

C. ANSI/ASTM A497 – Welded Deformed Steel Wire Fabric for Concrete Reinforcement

D. ASTM A615 – Deformed and Plain Billet-Steel for Concrete Reinforcement

E. ASTM C 33 - Concrete Aggregates

F. ASTM C94 – Ready-Mixed Concrete

G. ASTM C150 – Portland Cement

H. ASTM C260 – Air Entraining Admixtures for Concrete

O3 30 00 - 2

I. ASTM C309 – Liquid Membrane-Forming Compounds for Curing Concrete

J. FS TT-C-800 0 Curing Compound, Concrete, for New and Existing Surfaces

1.5 SUBMITTALS

A. Shop drawings for fabricating, bending, and placing concrete reinforcement and supports; type, size and location of all accessories (bar schedules, stirrup spacing, and diagrams of bent bars, arrangements &accessories), bar laps on strings of horizontal bars (all lap splices shall develop full strength of bar unless lesser laps permitted by drawings), manufacturers specifications and installation instructions for splice devices. Comply with ACI 318 Manual of Standard Practice for

Detailing Reinforced Concrete Structures.

B. Submit proposed mix design of each class of concrete to appointed firm for review prior to commencement.

C. Welding Certificates: Copies of certificates for welding procedures and personnel.

D. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated, based on comprehensive testing of current materials.

1. Concrete test cylinders

E. Material Certificates:

1. Concrete bonding agent

2. Admixtures.

3. Vapor retarders.

4. Curing materials.

1.6 QUALITY ASSURANCE:

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment.

B. Comply with latest provisions of ACI 301, "Specifications for Structural Concrete for Buildings,"

ACI 318, "Building Code Requirements for Reinforced Concrete," and CRSI "Manual of Standard

Practice," except where more stringent requirements are indicated.

C. The General Contractor shall employ a separate testing laboratory to evaluate concrete delivered to and placed at site.

1.7 TESTING AND QUALITY CONTROL SERVICES

A. Selection and Payment

1. The General Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing.

2. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of the Contract Documents.

B. Quality Assurance

O3 30 00 - 3

1. Laboratory: Authorized to operate in the State of Wisconsin.

C. Contractor Submittals

1. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of registered engineer that will be responsible for the testing and submittal of test results.

2. Submit test reports to the Architect’s office.

D. Laboratory Responsibilities

1. Perform sampling and testing of concrete work as described under spec Section 03 30

00–Cast-In-Place Concrete, Art.3.10 – Field Quality Control.

PART 2 - PRODUCTS

2.1 FORM MATERIALS:

A. General: Furnish form materials according to ACI 301 with sufficient stability to withstand pressure of placed concrete without bow or deflection. Forms shall be of plywood, metal framed plywood faces or other acceptable panel-type materials to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints.

B. Forms for Exposed Concrete Surfaces: Suitable panel type material to provide continuous, straight, smooth, exposed surfaces. New plywood complying with U.S.

Product Standards PS-1, Plyform Class I, B-B Concrete Form Plywood, B-Matte MDO by

Simpson, 5/8” or ¾” thick without defects, mill oiled and edge sealed or wood forms lined with

3/16” tempered pressed wood or ¼” thick plywood B-B conforming to EXT-DFPA as large as possible to minimize joints.

C. Formed Surfaces Concealed From View

1. Wood: Clean straight lumber dressed on face and edges, nominal 1” thickness or plywood 5/8” or ¾” thick conforming to EXT-DFPA or metal forms smooth and as large size as possible.

D. Form Ties

1. For Unexposed Concrete: Adjustable length removable or snap-off type fabricated to leave holes no larger than 1” in diameter in face of concrete with breakpoint 1” or more from surface.

2. For Exposed Concrete: Snap-off type (break point 1” or more from surface) with plastic cones added to form a 1-1/4” diameter, 1-1/2” deep recess around tie which shall be grouted flush to match adjacent concrete surface.

3. Wire ties or site fabricated ties will not be permitted.

4. Form Release Agent: Commercial formulation form-coating compounds that will not bond with, stain nor adversely affect concrete surfaces, nor impair subsequent treatments of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compound. Material shall be appropriate for environmental conditions encountered.

2.2 GRANULAR BASE UNDER SLAB-ON-GRADES

O3 30 00 - 4

A. Provide 6 inches of clean sand and gravel having less than 5% particles passing the #200 sieve.

Compact to a minimum of 95% of its maximum standard Proctor density (ASTM D 698).

2.3 REINFORCING MATERIALS

A. Clean, free of loose rust, mill scale, dirt, ice, etc., as follows:

B. Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated.

C. Epoxy-Coated Reinforcing Bars: ASTM A 775/A 775M

D. Steel Bar Mats: ASTM A 184/A 184M, assembled with clips.

1. Steel Reinforcement: ASTM A 615/A 615M, Grade 60, deformed bars.

2. Steel Reinforcement: ASTM A 706/A 706M, deformed bars.

E. Plain-Steel Wire: ASTM A 82, as drawn.

F. Welded Wire Fabric: ASTM A 185, 65,000 psi yield strength, fabricated from as-drawn steel wire into flat sheets.

G. Deformed-Steel Welded Wire Fabric: ASTM A 497, flat sheet.

2.4 REINFORCEMENT ACCESSORIES

A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Manufacture bar supports according to CRSI’s

“Manual of Standard Practice” from steel wire, plastic, or precast concrete or fiber-reinforced concrete of greater compressive strength than concrete, and as follows:

1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use

CRSI Class 1 plastic-protected of CRSI Class 2 stainless-steel bar supports.

2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire bar supports.

B. Joint Dowel Bars: Plain-steel bars, ASTM A 615/A 615M, Grade 60. Cut bars true to length with ends square and free of burrs.

C. Epoxy-Coated Joint Dowel bars: ASTM A 775/A 775M; with ASTM A 615/A 615M, Grade 60, plain-steel bars.

D. Epoxy Repair Coating: Liquid, two-part, epoxy repair coating; compatible with epoxy coating on reinforcement and complying with ASTM A 775/A 775M.

2.5 CONCRETE MATERIALS

A. Footings, Foundations, Floor Slabs, Exterior Walkways

1. Portland Cement: ASTM C 150, Type 1.

2. Fly Ash: Class C, ASTM 618.

O3 30 00 - 5

3. Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. Normal weight coarse aggregate to be crushed stone or gravel. Fine aggregate shall be natural sand.

a. For exterior exposed surfaces (slabs, walks, platforms, ramps, steps, etc.) do not use fine or coarse aggregates containing spalling causing deleterious substances

(chert). Submit tests on aggregate substantiating this requirement.

b. Water: Potable (drinkable).

B. Exposed Exterior Concrete

1. Portland Cement:

a. ASTM C150 – Type I or III.

b. Cement Color Mix: 75% white cement, 25% gray cement, fertile limestone, concrete sand, 1% saddle. Final color mix proportion shall be based on accepted sample panels selected by the Architect.

2. Other cementitious materials:

a. Ground granulated blast furnace slag: ASTM C 989.

3. Admixtures

a. Air entraining admixtures: ASTM C260

b. Water reducing, retarding, accelerating admixtures: ASTM C494.

4. Aggregates:

a. ASTM C33 except that coarse aggregates for concrete surfaces exposed to conditions shall contain zero iron oxides.

b. White limestone aggregates shall match aggregate mixture in existing wall panels.

C. Steel and Synthetic Fiber Reinforcement: Steel and synthetic fibers engineered and designed for use in composite floor slabs, complying with ASTM C-1116, Type 1 at a minimum dosage rate of

25 lbs./cu. yd. and possessing an average residual strength of at least 92 psi, when tested in accordance with ASTM C 1399.

1. Products: Approved products are limited to the following:

a. Novomesh 850 HHP Fibers; SI Concrete Systems.

b. Dramix Duo 150; Bekaert Corporation.

2.6 ADMIXTURES:

A. General: Admixtures are limited to the following, unless approved by Architect. Provide admixtures that contain less than 0.1 chloride ions.

1. Air Entraining Admixture: ASTM C 260. Materials shall be compatible with other required admixtures. Subject to compliance with requirements provide one of the following:

a. Daravair, W. R. Grace & Company.

b. Micro-Air, Master Builders, Incorporated.

c. Sika AER, Sika Corporation.

d. Synthetic Air, Euclid Chemical Company.

2. Water Reducing, Retarding, and Accelerating Chemical Admixtures: ASTM C 494.

Type A. Subject to compliance with requirements provide one of the following:

a. Eucon WR 75, Euclid Chemical Company.

b. Pozzolith 220N, Master Builders, Incorporated.

c. WRDA with Hycol, W. R. Grace & Company.

O3 30 00 - 6

3. High Range Water Reducing Admixture (Superplasticizer): ASTM C 494, Type F, containing no chloride ions.

a. Eucon 37, Euclid Chemical Company.

b. Rheobuild 1000, Master Builders, Incorporated.

c. Sikament, Sika Corporation.

d. WRDA 19, W.R. Grace & Company.

4. Water Reducing, Accelerating Admixture: ASTM C 494, Type E, containing no chloride ions.

a. Accelguard 80, Euclid Chemical Company.

b. Daraset, W.R. Grace & Company.

c. Pozzolith 500, Master Builders, Incorporated.

5. Water Reducing, Retarding Admixture: ASTM C 494, Type D, containing no chloride ions.

a. Eucon Retarder 100, Euclid Chemical Company.

b. Daratard 17, W.R. Grace & Company.

c. Plastiment, Sika Corporation.

d. Pozzolith 100XR, Master Builders, Incorporated.

6. Viscosity Modifying Admixture

a. Polychem VMA, General Resource Technology, Inc., Eagan, MN

2.7 RELATED MATERIALS

A. Expansion Joint Filler

1. Flexible, lightweight, nonstaining, polyethylene, closed-cell compressible foam compatible with cold-applied sealants, caulks and hot-pour joint sealants. Foam expansion joint filler shall have a pre-scored removable strip to provide a uniform sealing reservoir.

2. Complying with:

ASTM D 1622, 2.0 lbs/cu. ft. density

ASTM D 3575, 55 psi tensile strength

ASTM D3575 0.5% vol. max. water absorption

3. Thickness: Provide where slabs abut walls, columns, or other vertical surfaces.

4. Manufacturer: W.R. Meadows ‘Deck-O-Foam’

B. Waterstop: See Section 03 15 00 – Concrete Accessories

C. Vapor Retarder

1. 15-mil sheet type plastic membrane meeting all requirements of ASTM E1745

Class A.

2. Water Vapor Permeance Rating (ASTM F 1249): Less than 0.01

3. Tensile Strength (ASTM E 154, Section 9): 84 lbs.Force/inch.

4. Puncture Resistance (ASTM D 1709, Method B): 4,335 grams

5. Manufacturers

a. W.R. Meadows, Hampshire, IL: Perminator Underslab Vapor-Mat

b. Reef Industries, Houston, TX: Griffolyn 15 mil

c. Raven Industries, Sioux Falls, SD: Vapor Block 15

O3 30 00 - 7

D. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per sq.

yd., complying with AASHTO M 182, Class 2.

E. Moisture Retaining Cover: Waterproof paper, polyethylene film or polyethylene coated burlap, complying with ASTM C 171. Use this method for all slabs on grade. Seal all joints, penetrations and perimeters. Retain and protect cover from damage for a minimum of seven (7) days. Add moisture daily to maintain surface in a damp condition.

F. Membrane Forming Curing Compound: ASTM C 309, Type I Class A. Provide 2 coats.

Moisture loss not more than 0.55 kg/sq. meter when applied at 200 sq. ft./gal.

1. Concrete Contractor to coordinate with and receive approval of Finish Flooring

Contractor, of compatibility of curing compound with flooring materials and adhesives prior to application.

2. Products: Subject to compliance with requirements, provide one of the following:

a. Cure and Hard, Symons Corporation.

b. Kure N Seal, Sonneborn Chemrex.

c. Dayton J-20 Day-Chem Cure & Seal.

d. TK Products AS-1 Achro Seal 1315

G. Water Based Acrylic Membrane Curing Compound: ASTM C 309, Type I, Class B.

1. Products: Subject to compliance with requirements, provide one of the following:

a. Aqua Cure, Euclid Chemical Co.

b. VoComp 20, W.R. Meadows, Inc.

c. Dayton J-18 Safe Cure & Seal.

H. Evaporation Control: Monomolecular film forming compound applied to exposed concrete slab surfaces for temporary protection from rapid moisture loss.

1. Dayton J-74 Sure-Film.

2. Pre-approved equals.

I. Bonding Agent: 3-component, solvent free, moisture-tolerant, epoxy modified .

1. Sika Armatec 110 EpoCem

2. Pre-approved equal.

J. Sealer: Where sealer (“sealed slab”) is noted on Room Finish Schedule. Apply per Manufacturers instructions and at manufacturers recommended application rates. Provide manufacturers five (5) year guarantee against dusting.

1. Products: Subject to compliance with requirements, provide one of the following:

a. Lapidolith - Sonneborn Chemrex.

b. Fluohard - L & M Construction Chemicals.

c. Dayton J-15 Dry-Chem Hardener

d. Son-No-Mar VOC, Light Gray - Sonneborn Chemrex.

K. Pipe Sleeves: Schedule 40 PVC piping

O3 30 00 - 8

2.8 MIX PROPORTIONING – STANDARD

(Revised Design Schedule)

A. Ready-Mix Concrete: Measure, mixed and delivered in accordance with ASTM C 94.

B. Mix Design Schedule:

Use Min. Compress. Slump Max. Max Min lbs. Air Entrain. W/C %

Strength @ 28 (Before Aggregate of cement %+/½%

Days Plasticizer) Size per C.Y. Ratio

Footings 3,000 PSI 5” 1 ½” 423 lb. 4.5% .68

Walls/Piers 4,000 PSI 4” ¾” 541 lb None .57

Interior Office 4,000 PSI 3” 1 ½” 541 lb None .57

Slab-On-Grade

Interior Traffic 4,500 PSI 3” 1 ½” 517 lb None .43

Slab-On-Grade

(See notes below,)

Exterior Slab- 3,500 PSI 3” ¾” 517 lb. 6.0 % .48

On-Grade

Bond Beams 3,000 PSI 4” 3/8” 517 lb. None .68

A. Limit water-soluble, chloride-ion content in hardened concrete to:

0.06 percent by weight of cement for prestressed concrete.

0.15 percent by weight of cement for reinforced concrete exposed to chlorides.

0.30 percent by weight of cement for reinforced concrete not protected from moisture.

1.00 percent by weight of cement for reinforced concrete protected from moisture.

B. Slabs-on-Grade: Additional requirements:

1. Adjust the proportions of combined coarse, intermediate, and fine aggregates to provide the following particle size distribution, unless otherwise approved:

a. Coarseness Factor (CF) of 60 to 70%

b. Adjusted workability factor of [(11.25 – 0.15 CF) + 36] +/- 2.5

c. Combined percent retained on any one sieve shall not exceed 22%

d. Maximum fine aggregate (sand) content 8.5 cu ft per cubic yard.

e. Synthetic Macro-Fiber: Uniformly disperse in concrete mixture at manufacturer's recommended rate, but not less than a rate of 4.0 lb/cu. yd.

f. Max water content 27 gallons per cubic yard. No water to be added in the field.

C. Air entrained concrete: Use for all exterior walls, exterior slabs, walks, platforms, ramps, steps and all other concrete exposed to freezing and thawing.

D. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as follows:

O3 30 00 - 9

1. Concrete without admixtures: 3 and 4 inch slump plus 1 inch and minus ½ inch.

2. Concrete without admixtures: 5 inch slump plus or minus 1 ½ inch and minus 1 inch.

3. Concrete containing high-range water-reducing admixture (super plasticizer): Not more than 8 inches plus or minus 1 ½ inches.

E. Cement Content: 1.5 parts of Class C fly ash may be substituted for 1.0 parts of cement up to a maximum of 20% of the cement content or 100 pounds of fly ash, whichever is most restrictive of fly ash content.

F. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Architect. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Architect before using in Work.

G. Use water reducing, accelerating, and retarding admixtures that have been tested and accepted in mix designs in strict compliance with manufacturer's directions.

PART 3 - EXECUTION

3.1 FORMWORK

A. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation, and position. Select form materials to obtain required finishes.

1. Maintain formwork tolerances and surface irregularities within ACI 347 limits, Class A tolerances for concrete exposed to view and Class C tolerances for other concrete surfaces.

2. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms.

3. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms as required. Retighten forms during concrete placement, if required, to eliminate mortar leaks.

3.2 REINFORCEMENT

A. Accurately position and support reinforcement. Locate and support reinforcement to maintain minimum cover with metal chairs, runners, bolsters, spacers, and hangers as required. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

1. Install welded wire fabric in lengths as long as practicable; lap at least one full mesh and lace splices with wire.

3.3 JOINTS

A. Locate and install construction, isolation, and control joints as indicated or required. Locate construction joints so they do not impair strength and appearance of structure. Place isolation and control joints in slabs on ground to stabilize differential settlement and prevent random cracking.

1. Provide compressible expansion joint filler material where slabs abut walls, columns or other vertical surfaces.

O3 30 00 - 10

3.4 INSTALLATION OF EMBEDDED ITEMS

A. Set and build anchorage devices and other embedded items required for other work that is attached to or supported by cast in place concrete. Use setting diagrams, templates, and instructions provided by others for locating and setting.

3.5 INSTALLATION OF PIPE SLEEVES

A. The Concrete Contractor shall install PVC pipe sleeves through foundation walls and footings where indicated on the drawings for plumbing lines. Set pipe sleeves through formwork. Confirm exact elevations of plumbing lines with plumbing contractor.

3.6 CONCRETE PLACEMENT:

A. Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," for placing concrete in a continuous operation within planned joints or sections. Do not begin concrete placement until other affected work is completed.

1. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping so that concrete is worked around reinforcement and other embedded items and into forms.

2. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placing, and curing.

a. In cold weather comply with ACI 306.

b. In hot weather comply with ACI 305.

1) Place no concrete when temperatures exceed 90 degrees F.

2) Protect adjacent finished materials/surfaces from concreting operations.

Repair/replace any damaged surfaces/materials at no cost to Owner.

3.7 CONCRETE SLAB FLATNESS AND LEVELNESS TOLERANCES

A. Finish and measure surface so gap at any point between concrete surface and an unleveled freestanding 10-foot long straightedge, resting on two high spots and placed anywhere on the surface, does not exceed ¼ inch.

B. Concrete floor slabs surrounding floor drains shall be sloped ¼” per foot from “finished floor elevation” unless noted otherwise.

3.8 FINISH OF FORMED SURFACE

A. Smooth Formed Finish fill voids and rub smooth all concrete surfaces exposed to view and surfaces to be covered with a coating or covering material applied directly to concrete. Repair and patch defective areas, remove fins and other projections completely and rub smooth.

B. Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed to view and slab surfaces to be covered with resilient flooring, carpet, paint, or other thin film finish coating system.

1. After floating, begin first trowel finish operation using a power driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface.

2. Consolidate concrete surface by final hand troweling operation, free of trowel marks, uniform in texture and appearance, and with surface leveled to tolerances listed under

O3 30 00 - 11 par. 3.08 above. Grind smooth surface defects that would telegraph through applied floor covering system.

C. Trowel and Fine Broom Finish: Where ceramic or quarry tile is to be installed with thin set mortar, apply trowel finish as specified, then immediately follow with slightly scarifying surface by fine brooming.

D. Nonslip Broom Finish: Apply nonslip broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as indicated.

1. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to main traffic route.

3.9 CURING / SEALING

A. Moist Curing

1. All slabs shall be sheet cured per ACI 308 2.3.1 Plastic Film or 2.3.2 Reinforced Paper only for 7 days after placement. Curing system joints shall be sealed and moisture added daily to maintain concrete surface in a damp condition.

2. Insulating blankets used during cold weather do not need sealed joints as long as concrete surface is damp.

3. After 7 days of moist curing, apply liquid membrane system.

B. Membrane Curing

1. All concrete surfaces not specified to receive other curing shall be liquid membrane cured per ACI 308 2.3.3. If no rate of coverage is indicated by the manufacturer, apply at a minimum rate of 200 square feet per gallon. The maximum rate of coverage, even if manufacturer’s recommendation indicated greater coverage, shall be 300 S.F. per gallon.

2. Upon substantial completion, clean floors and apply one additional coat of Liquid

Membrane Type 2 concrete hardener to floors not scheduled to receive floor coverings.

3.10 FIELD QUALITY CONTROL

A. Coordinate sampling and testing during concrete placement by General Contractor’s independent testing agency as follows:

B. Site Testing

1. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. Refer to Section 03 30 00 – Cast-In-Place Concrete for testing requirements.

2. Three concrete test cylinders will be taken for every 50 or less cu. yds. of concrete placed every day. One additional test cylinder will be taken during cold weather and be cured on site under same conditions as concrete it represents.

3. One slump test will be taken for each set of test cylinders taken.

C. Contractor Responsibilities

1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with

ASTM C 94.

a. Slump: ASTM C 143; one test at point of discharge for each load of each type of concrete. Conduct test prior to the addition in the field of any super-

O3 30 00 - 12 plasticizer. If a slump test fails, immediately retest same batch. If second test fails, concrete is rejected. Conduct additional tests when concrete consistency seems to have changed.

b. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231, pressure method for normal weight concrete; one for each day's pour of each type of air entrained concrete.

If air content test fails, immediately retest same batch. If second test fails, concrete is rejected.

c. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F (4 deg C) and below, when 80 deg F (27 deg C) and above, and one test for each set of compressive strength specimens.

d. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive strength test, unless otherwise directed.

Mold and store three (3) cylinders for laboratory cured test specimens and one (1) for field cured test specimen.

e. Compressive Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cu. yd. plus additional sets for each 50 cu. yd. more than the first 25 cu. yd. of each concrete class placed in any one day; one specimen tested at 7 days, two specimens tested at 28 days, and one field cured specimen retained in reserve for later testing if required.

4. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used.

5. When total quantity of a given class of concrete is less than 50 cu. yd., Architect may waive strength testing if adequate evidence of satisfactory strength is provided.

6. When strength of field cured cylinders is less than 85 percent of companion laboratory cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in place concrete.

7. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than

500 psi.

8. Tests shall include compression yield, air content and slump. Results shall be reported in writing to Architect, ready mix producer, and Contractor within 24 hours after tests.

Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 day tests and 28 day tests.

9. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection.

10. Additional Tests: The testing agency shall take additional tests of in place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Architect

END OF SECTION 03 30 00

Section 06 73 00

06 73 00 - 1

Section 06 73 00 – Composite Decking

PART 1 – GENERAL

1.01 SUMMARY OF WORK

A. The work under this section includes all material and labor necessary for the construction of composite decking associated with the raised service platforms indicated on the drawings.

B. Treated wood deck framing.

C. Fasteners

1.02 SUBMITTALS

A. Shop Drawings: Submit detailed drawings of typical service platform assembly.

B. In-place Mock-up: Construct mock-up of typical service platform including complete treated wood framing. Platform, pending approval by owner, may remain in place.

C. Samples: For each product specified, one sample representing actual product color, size, and finish.

1.03 REFERENCES

A. ASTM D-7032-04: Standard Specification for Establishing Performance Ratings for Wood-

Plastic Composite Deck Boards and Guardrail Systems (Guards or Handrails), ASTM

International.

B. ASTM D-7031-04: Standard guide for Evaluating Mechanical and Physical Properties of Wood-

Plastic Composite Products, ASTM International

C. ASTM E-84-01: Test Method for Surface Burning Characteristics of Building Materials, ASTM

International

D. ASTM D 570: Water Absorption of Plastics

E. ASTM D 1761: Mechanical Fasteners in Wood

F. ASTM D -1413-99: Test method for Wood Preservatives by Laboratory Soil-block Cultures

G. ASTM C177: Standard Test Method for Steady-State Heat Flux Measurements and Thermal

Transmission Properties by Means of the Guarded-Hot-Plate Apparatus

1.4 DESIGN/PERFORMANCE REQUIREMENTS

A. Structural Performance:

1. Deck: Uniform Load – 100 lbf/sq ft

06 73 00 - 2

2. Tread of Stairs: Concentrated Load: 750 lbf/sq ft and 1/8” max. deflection with a concentrated load of 300 lbf on area of 4 sq in.

B. Fire-Test Response Characteristics per ASTM E-84

1.05 DELIVERY, STORAGE AND HANDLING

A. Store decking products on a flat and level surface. Adjust support blocks accordingly.

B. When stacking bundles, supports should start approximately 8” from each end and be spaces approximately 2 ft on center. Supports should line up vertically/perpendicular to the decking product.

C. Do not stack Trex Select decking more than 14 bundles.

D. Keep material covered using the provided bundle cover until time of installation

1.06 WARRANTY

A. Provide manufactures warranty against rot, decay, splitting, checking, splintering, fungal damage, and termite damage for a period of 25 years for a residential installation and 10 years for a commercial installation.

PART 2 – PRODUCTS

2.01 MANUFACTURES

A. Trex Company, Inc, Winchester VA Trex Transcend

2.02 MATERIALS

A. Wood-Plastic Composite Lumber;

1. Material Description: Composite Decking consisting of recycled Linear Low Density

Polyethylene (LLDPE) and recycled wood. The product is extruded into shapes and sizes as follows;

2. Physical and Mechanical Properties

TEST TEST METHOD VALUE

Flame spread ASTM E84 60(Transcend)/85(Enhance)

Thermal

Expansion

ASTM D 1037 1.9x10-5inch/inch/degreeF

Moisture

Absorption

ASTM D 1037 <1%

Screw Withdrawal ASTM D1761 558 lbs/in

Fungus Resistance ASTM D1413 Rating-no decay

Termite

Resistance

AWPAE 1-72 Rating=9.6

Ultimate(Typical) Values* Design Values

06 73 00 - 3

Compression Parallel ASTM D198 1588 psi 540 psi Compression Perpendicular

ASTM D143 1437 psi 540 psi

Bending Strength ASTM D190 3280 psi 500 psi

Shear Strength ASTM D143 1761 psi 360 psi

Modulus of

Elasticity

ASTM D4761 412,000psi 200,000 psi

Modulus of

Rupture

ASTM D4761 3280 psi 500 psi

3. Sizes a .Deck Boards: 1” thick (nominal) square edge x 5.5” wide

b. Vertical Fascia Board: 1” in. thick (nominal) x 5.5 in

B. Wood-Preservative-Treated Lumber

1. Preservative Treatment by Pressure Process: AWPS U1; Use Category UC2 for interior construction in contact with ground. Use Category UC4 for items in contact with ground.

a. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic chromium. Do not use inorganic boron (SBX) for sill plates

b. For exposed items indicated to receive a stained or natural finish, chemical formulations shall require incising, contain colorants, bleed through, or otherwise adversely affect finishes.

2. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material.

C. Fasteners: 5/16”x2 ½” stainless steel, washer head, stair drive.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Install according to manufacturer’s guidelines

B. Deck boards to be field measured and cut to provide radiused edge profile as shown on drawings.

C. Treated Lumber Framing

1. Install subframing as required to maintain flow-thru slab surface as shown on drawings.

2. Anchor treated lumber to existing concrete floor slab.

3.02 CLEANING

A. Clean all decking surfaces as required by deck manufacturer

B. Remove all scraps and dispose of off site.

END OF SECTION 06 73 00

06 73 00 - 4

Section 41 22 23.19

41 22 23.19 - 1

SECTION 41 22 23.19 – ELECTRIC CHAIN HOIST

This Section added by Addendum

PART 1 – GENERAL

1.01 Section Includes

A. Electric Chain Hoist with Motorized Trolley

B. Steel Crane Beam/Trolley Rail

B. Controls

C. Accessories

1.02 Related Sections

A. Section 05 50 00 – Metal Fabrications: Steel trolley rail anchorage.

B. Section 26 05 03 – Wiring Connections

1.03 Submittals

A. Product Data: Manufacturer’s data sheets on each product to be used, including:

1. Preparation instructions and recommendations

2. Storage and handling requirements and recommendations

3. Installation methods

B. Shop Drawings: Indicate plans and elevations including opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details.

C. Operation and Maintenance Data

1.04 Quality Assurance

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years documented experience.

B. Installer Qualifications: Authorized representative of the manufacturer with minimum five years documented experience.

C. Products Requiring Electrical Connection: Listed and classified by Underwriter’s Laboratories, Inc.

acceptable to authority having jurisdiction as suitable for purpose specified.

1.05 Delivery, Storage and Handling

A. Store products in manufacturer’s unopened labeled packaging until ready for installation.

B. Protect materials from exposure to moisture until ready for installation

C. Store materials in a dry, ventilated weathertight location.

41 22 23.19 - 2

1.06 Warranty

A. Provide manufacturer’s standard warranty. Hoist shall be free from manufacturing defects in materials and workmanship for a period of five (5) years from the date of shipment. Should a product fail to function in normal use within this period, manufacturer shall furnish a new part at no charge.

PART 2 – PRODUCTS

2.01 Manufacturers

A. For basis of design, the specifications herein are based on Harrington Electric Chain Hoist Model

NERM0 10L-L-10

1. Supplier:

Shupper-Brickle Equipment Co.

Clarksburg, NJ

Ph: (609) 259 1223

B. Alternate Acceptable Manufacturers

1. FS Industries

20 Technology Way

West Greenwich, RI

Ph: (800) 421-0314

2. L K Goodwin Co.

Ph: (401) 781-5526

2.02 Equipment

A. Based on manufacturers listed above:

1. Capacity: 1 Ton

2. Voltage: 208V-230V/3ph/60hz

3. Lift Speed: 14 Feet Per Minute

4. Trolley speed: 40 Feet Per Minute

5. Lift Length: 15 Ft

6. I-Beam Flange range: As recommended by hoist supplier.

7. Canvas Chain Container

8. Power Cord: 30 ft

9. Weight: -170 lbs

B. Equipment Accessories

1. Duct-o-Wire Tagline Wire Supported System

2. Model: R-WS1

3. Wire rope length: 20 ft (standard)

Includes: Wire rope assembly

Trolleys (R-TR4A)

C. Crane Beam (Trolley monorail)

1. The hoist supplier shall furnish to the jobsite, a galvanized steel wide flange trolley monorail of size determined by hoist supplier. The monorail shall be shop fabricated with anchoring plates as indicated on the structural drawing S001.

41 22 23.19 - 3

PART 3 – EXECUTION

3.01 Examination

A. Verification of Conditions: Examine areas and conditions under which Work is to be performed and identify conditions detrimental to proper or timely completion.

B. Do not proceed until unsatisfactory conditions have been corrected.

3.02 Installation

A. Install hoist support framing as indicated on structural plans.

B. Install chain hoist assembly and accessories as required by manufacturer.

3.03 Adjusting

A. Adjust movable parts for smooth operation.

B. Operational Units: Test-operate units with operable components. Clean and lubricate joints and hardware. Adjust for proper operation.

3.04 Cleaning

A. Clean exposed surfaces per manufacturer’s written instructions. Touch up damaged metal coatings.

END OF SECTION 41 22 23.19

Consultants

Structural

Plumbing & Electrical

GRAEF

One Honey Creek Corporate Center 125 South 84th St, Suite 401 Milwaukee, WI 53214-1469 Office: 414.259.1500

Strategic Structural Design, LLC 725 Heartland Trail, Suite 203 Madison, WI 53711 Office: 608.841.1850

EARTH

CONCRETE/PRECAST CONC.

CONCRETE MASONRY UNIT

FACE BRICK

STONE

STRUCTURAL STEEL

BATT INSULATION

DIMENSIONAL LUMBER

RIGID INSULATION

GYPSUM BOARD

PLYWOOD

Material Symbols

EXISTING WALL

Room name

A101

A101

ROOM TAG

SECTION CUT

ELEVATION

DETAIL INDICATOR

DOOR NUMBER

A1 WALL TYPE

VERTICAL WORKING

POINT ELEVATION

REVISION INDICATOR

GRID LINE MARKER

Graphic Symbols

A101

T/ SLAB

100'-0"

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

ALT ALTERNATE

ALUM ALUMINUM

@ AT

BRG BEARING

BIT BITUMINOUS

BLK'G BLOCKING

BR BRICK

BLDG BUILDING

CAB CABINET

CPT CARPET

CLG CEILING

CT CERAMIC TILE

COL COLUMN

CONC CONCRETE

CB CONCRETE BLOCK

CMU CONCRETE MASONRY UNIT

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

COORD COORDINATE

DIA DIAMETER

DRS DOORS

DS DOWNSPOUT

EWC ELECTRIC WATER CHILLER

ELECT ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EP EPOXY PAINT

EQUIP EQUIPMENT

EXIST EXISTING

EPS EXPANDED POLYSTYRENE

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION FINISH SYSTEM

FV FIELD VERIFY

FIN FINISH

FE FIRE EXTINGUISHER

FL FLOOR

FD FLOOR DRAIN

FTG FOOTING

FDN FOUNDATION

GEN GENERAL

GC GENERAL CONTRACTOR

GL GLASS OR GLAZING

GFCMU GROUND FACE CMU

GYP BD GYPSUM BOARD

H&V HEATING & VENTILATION

HC HOLLOW CORE

HM HOLLOW METAL

HO HOLD OPEN ARM

HR HOURS

HYD HYDRANT

INSUL INSULATION

INT INTERIOR

JT JOINT

JST JOIST

Typical Abbreviations List

MBD MARKER BOARD

MAS MASONRY

MO MASONRY OPENING

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OHD OVERHEAD DOOR

PNT PAINT

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PCT PORCELAIN CERAMIC TILE

P/C PRECAST

P/C TERR PRECAST TERRAZZO

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PRESSURE TREATED

QT QUARRY TILE

REINF REINFORCEMENT

REQ'D REQUIRED

R RISERS

RD ROOF DRAIN

RFG ROOFING

RFS ROOM FINISH SCHEDULE

RM ROOM

SCHED SCHEDULE

S SEALED

SIM SIMILAR

SC SOLID CORE

S.SURF SOLID SURFACE

SPEC SPECIFICATION

ST STAIN

SS STAINLESS STEEL

STRUCT STRUCTURE OR STRUCTURAL

TBD TACKBOARD

TEMP TEMPERED

TERR T TERRAZZO TILE

T&G TONGUE & GROOVE

T/ TOP OF

TP TOILET PARTITION

TR TREADS

TYP TYPICAL

UNFIN UNFINISHED

VB VAPOR BARRIER

VERT VERTICALLY

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

VB VINYL BASE

WWF WELDED WIRE FABRIC

WDW WINDOW

W/ WITH

WD WOOD

LA CROSSE

ONALASKA

I-90

UMESC SITE

LOCATION

LA CROSSE

AIRPORT

LA CROSSE

54603

STATE OF WISCONSIN MAP

N

T h ir d S tr e e t

L a C ro s s e W

I

(6

-2

P h

(6

-2

F a x

A R

C H

IT

E

C T

S

IN

C

Scale:

SHEET NO.

SHEET TITLE

NO.

REVISIONS

SET TYPE:

DRAWN BY:

DRAWING DATE:

PROJECT NO:

DATE

COPYRIGHT C 2012 VANTAGE ARCHITECTS, INC.

P R

O J E

C T

T

IT

L E

P R

O J E

C T

L O

C A

T

IO

N

A R

C H

I T

E C

T S

I N

C

N

T h ir d S t r e

C ro s s e W

I

P h o n e

-2

F x

(6

-2

1 4/24/2018

As indicated

G000

COVER SHEET

BID

DOCUMENTS

SDM/BG

02/03/2017

0319.14

U p p e r

M id w e s t E n v ir o n m e n ta l S c ie n c e s C e n te r F is h H o ld in g R e n o v a ti o n

F a n ta

R e e d R o a d

L a C ro s s e W is c o n s in

GENERAL

G000 COVER SHEET

CIVIL

C100 SITE PLAN

ARCHITECTURAL

A100 DEMOLITION PLAN

A101 INTERIOR FINISHES PLAN & SCHEDULES

A102 SLAB CUTTING PLAN

A103 TRENCH LAYOUT PLAN

A104 REFLECTED CEILING PLAN

A105 TANK LAYOUT PLAN

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S101 FOUNDATION PLAN

PLUMBING

P001 PLUMBING SYMBOLS, SCHEDULES, AND

ABBREVIATIONS

P101 PLUMBING DEMOLITION PLANS

P102 PLUMBING PLANS

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

ELECTRICAL

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS,

AND SHEET INDEX

E101 ELECTRICAL DEMOLITION PLAN

E102 ELECTRICAL PLAN

E501 ELECTRICAL DETAILS & DIAGRAMS

E502 ELECTRICAL SCHEDULES

Sheet Index Project Location

Upper Midwest Environmental Sciences Center Fish Holding Renovation 2630 Fanta Reed Road La Crosse, Wisconsin 54603

750 North Third Street Suite F La Crosse, WI 54601 Phone: (608) 784-2729

BUILDING 'C'

'G' BUILDING

HEATEDSTORAGE

LOWER LEVEL FFE = 651.0

UPPER LEVEL FFE = 655.0

FH

EXISTING ASPHALTBUILDING 'D'

EXISTING TELEPHONE PEDESTAL

BUILDING 'B'

BUILDING 'A'

CHEMICALSTORAGEBUNKER

S

S

S

W

W

W

G G

G

G

W

C

C

C

SOUTH PARKING LOT

(ASPHALT)

PARKING LOT

VISITOR

PARKING

GEN.BUILDING

FISH

HOLDING S

FH

ST ST

ST

(LOWE…