DESCRIPTION OF INTERIM CAPITAL PROJECT FOR … · 2018-02-23 · DESCRIPTION OF INTERIM CAPITAL PROJECT FOR CONSIDERATION March 1, 2018 MEDICAL UNIVERSITY OF SOUTH CAROLINA PROJECT

DESCRIPTION OF INTERIM CAPITAL PROJECT FOR CONSIDERATION March 1, 2018

MEDICAL UNIVERSITY OF SOUTH CAROLINA PROJECT NAME: Basic Science Building Exterior Envelope Repairs REQUESTED ACTION: Establish Construction Budget (Phase II) REQUESTED ACTION AMOUNT: Increase budget $6,895,000 for project total of $7,000,000

Internal Projected Cost: $7,000,000 PREVIOUS CHE ACTIONS: October 5, 2017 CHE (Phase I)

Project Budget Previous Change Revised Professional Service Fees $105,000 $345,000 $450,000 Roofing – (Age of Roof 20 Years) $0 $1,150,000 $1,150,000 Renovations – Building Exterior $0 $5,000,000 $5,000,000 Labor Costs $0 $50,000 $50,000 Contingency $0 $350,000 $350,000 Total $105,000 $6,895,000 $7,000,000

Source of Funds Previous Change Revised Institutional Capital Project Fund (ICPF)

$105,000 $6,895,000 $7,000,000

Total $105,000 $6,895,000 $7,000,000

DESCRIPTION: MUSC requests to proceed to the full design and construction phase to repair the exterior envelope of the Basic Science Building. The 47-year-old building has been affected by the heavy rains of various tropical storms and is prone to water intrusion that if left unattended could cause various issues. In addition to exterior wall repairs and modifications, the project will replace all windows, and replace the roof. As part of the roof replacement process, the current roof system will be removed down to the structural deck, include all related sheet metal accessories and related work. The scope of this project also includes masonry repairs/modifications, wet sealing of all existing fenestrations, complete cleaning and waterproofing of the exterior, complete sealant replacement, prefabricated joint replacements, clear water repellent to exterior walls, sheet metal for roof and exterior walls, and stucco repairs. The 335,663 square-foot building provides space for 300-400 faculty and 400-500 students who enter and exit on a daily basis.

This project will protect the interior investments previously made to the building by addressing items considered as deferred maintenance. No additional items were identified in the A&E phase as being needed to be repaired or replaced. During construction, building activities will not be disrupted. The construction contract is projected for execution in August 2018 and is planned to be completed in September 2019. The method for delivery will be design bid build. Although this project will not be LEED or Green Globe certified, the roof replacement will increase the insulation value and the window replacement will help seal the envelope from water and air intrusion. The roof will have a 20-year warranty and the windows will be replaced with impact resistant glass for hurricane force winds with a standard warranty.

At the time the CPIP was submitted, the University was working on a study of the building envelope and did not have the cost or funding source identified. The University has since identified its Institutional Capital Project Fund for the source of A&E and construction and has determined the expected cost. The current available balance of $22M is adequate to support the projected cost of this project.

Agenda Item 8.04.A.4.A.

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E&G MAINTENANCE NEEDS: The overall building score reported in Fall 2017 was 70. The specific systems to be addressed are:

ADDITIONAL ANNUAL OPERATING COSTS/SAVINGS: No additional operating costs/savings are identified with this project.

Exterior Wall System

Rating

1 - 2 - 3 - 4 - 5 Physical Condition 3 Waterproofing 3 Caulking 2 Pointing 2 Code Compliance 1 Insulation 1 Maintainability 2 Painting Average 1.75

Roof System Rating 1 - 2 - 3 - 4 - 5

Physical Condition 3 Leaks 3 Drainage 3 Insulation 3 Fire Rating 1 Design Load 1 Average 2.3333 Age of Roof Cover: varied

Type of Roof Cover: built up

Flat: X Pitched:

Window System Rating 1 - 2 - 3 - 4 - 5

Physical Condition 3 Appearance 2 Functional Ability 2 Infiltration 3 Maintainability 3 Average 2.6

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Institution Name: Respondent:

Building Number:

Building Name: Telephone:

Location: E-Mail:

Gross Square Feet:

Year Const / Renov:

Replacement Cost:

Comments:

Multiplier

Foundation 2.000 0.800 x 0.13 = 0.1040

Exterior Walls 1.750 0.850 x 0.13 = 0.1105

Floor 2.333 0.700 x 0.07 = 0.0490

Roof 2.333 0.700 x 0.07 = 0.0490

Interior Walls 2.167 0.750 x 0.03 = 0.0225

Windows 2.600 0.620 x 0.02 = 0.0124

Doors 2.200 0.740 x 0.01 = 0.0074

Ceiling 2.500 0.650 x 0.03 = 0.0195

Heating 2.500 0.650 x 0.10 = 0.0650

Cooling 2.500 0.650 x 0.10 = 0.0650

Plumbing 2.778 0.567 x 0.08 = 0.0453

Electrical 2.250 0.725 x 0.08 = 0.0580

Elevators 3.000 0.500 x 0.01 = 0.0050

Safety 2.167 0.750 x 0.05 = 0.0375

Design Standards 3.000 0.500 x 0.09 = 0.0450

Agency Rating: 1.00 0.695

Bldg. Avg. Grade

Condition Code

Condition Multiplier Difference

Replacement Cost: $115,751,169 1 Satisfactory 1.00Building Condition: 70 2 Remodel A 0.8 -0.2

3 Remodel B 0.5 -0.3Maintenance NeedOver 20 Years: $34,725,351 4 Remodel C 0.2 -0.3

5 Replace 0.00 -0.2

Violet Ivanova

792-3627

[email protected]

Owned Fee Simple

NameMUSC

500

332,696

$115,751,169

1970

Basic Science Building

multiple

Current % Value Bldg.

System % of Building

Please do not enter data in the cells below this line. Begin data entry on Page 2.

System Avg. Score

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Foundation Exterior Wall System Floor System1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5

Cracked Walls 2 Physical Condition 3 Structural Condition 4Foundation Settlement 2 Waterproofing 3 Maintainability 4Foundation Deterioration 3 Caulking 2 Floor Finish 3Design Load 1 Pointing 2 Vibration 1 Average 2 Code Compliance 1 Fire Rating 1

Insulation 1 Design Load 1Maintainability 2 Average 2.3333Painting Average 1.75

Roof System Interior Wall System Window System1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5

Physical Condition 3 Physical Condition 3 Physical Condition 3Leaks 3 Strength & Stability 1 Appearance 2Drainage 3 Acoustical Quality 2 Functional Ability 2Insulation 3 Appearance 3 Infiltration 3Fire Rating 1 Adaptability 2 Maintainability 3Design Load 1 Maintainability 2 Average 2.6 Average 2.3333 Average 2.1667

Age of Roof Cover: variedType of Roof Cover: built upFlat: XPitched:

Door System Ceiling System Heating System1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5

Door Leaf 3 Structural Condition 2 Heating Capacity 3Frame 2 Accoustical 1 Temperature Control 3Hardware 3 Accessability 3 Noise Level 2Security 2 Appearance 4 Air Circulation & Vent 4Fire Rating 1 Average 2.5 Reliability 2 Average 2.2

Filtration 2Humidity 2 Average 2.5

Age of System:Heating Capacity-BTUs: 55,360

Cooling System Plumbing System Electrical System1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5

Cooling Capacity 2 Safety Conditions 2

Service Capacity 3Panel Capacity 3

Temperature 3 Convenience Outlets 3Noise Level 2 Drain & Waste Function 4 Light Levels 1Air Circulation & Vent 3 Fixture Quantities 2 Fixtures 2Reliability 3 Fixture Types & Cond. 4 Emergency Power 3Filtration 2 Wheel Chair Fixtures 1 Exit Lighting 1Humidity 3 Restroom Facilities 3 Average 2.25 Average 2.5 Roof Drainage 3

Site Drainage 1Age of System: Average 2.7778Cooling Capacity-Tons: 3240

Elevator System Safety Standards Design Standards1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5 1 - 2 - 3 - 4 - 5

Size & Number 2 Means of Egress 2 Flexible Design 3Maintainability 3 Fire Ratings 2 Suitable for Present Use 3Code Compliance 4 Extinguishing Systems 3 Gross to Assignable Area 3 Average 3 Detection & Alarm Sys. 2 Average 3

Lighting Systems 2Handicap Access 2 Average 2.1667

Building Number: 500

Reasonable Energy Consumption 2

3

Building Name: Basic Science Building

Rating Rating

Rating Rating

Rating Rating Rating

Rating

Rating


Reasonable Energy Consumption 2

Water Pressure & Supply QuantitiesSanitation Hazards or Cross Functions 4


4

5

6

7

8

9

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PHASE I: SCHEMATIC DESIGN NARRATIVE

BASIC SCIENCE BUILDING EXTERIOR ENVELOPE REPAIRS

173 ASHLEY AVENUE, CHARLESTON, SC 29425

STATE PROJECT NUMBER H51-9840

REI PROJECT NUMBER 17CHS-072

DECEMBER 21, 2017

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STATE PROJECT NUMBER H51-9840 PAGE 2 OF 7

I. Introduction

a. Project Information b. Applicable Codes

II. Technical Summary

a. Division 04 Masonry b. Division 07 Thermal and Moisture Protection c. Division 08 Windows d. Division 09 Finishes

III. Appendix

a. Project Drawings

i. Cover Sheet ii. Roof Plan

iii. North and South Elevations iv. West and East Elevations v. Penthouse and Hidden Elevations

b. Project Cost

i. Project Cost Estimate

BASIC SCIENCE BUILDING MEDIAL UNIVERSITY OF SOUTH CAROLINA | CHARLESTON, SC

TABLE OF CONTENTS

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INTRODUCTION Project Information

REI engineers was selected to provide design and construction administration services for roof replacement and building envelope repairs. The basic sciences building is a seven-story brick and stucco building located at 173 Ashley Avenue, Charleston, SC 29425. There are three main roof areas of various sizes and roof types. The three roof areas included in this project measure approximately 45,849 sf. The design process will follow the state’s mandated two-phase process.

The scope of work includes Removal and disposal of the existing roof system including flashings and sheet metal down to the existing structural concrete deck; re-secure the existing edge nailers to remain in place; adhere base layer insulation in foam adhesive; adhere tapered insulation in foam adhesive; adhere the overlayment insulation in foam adhesive; torch apply base ply modified bitumen roof membrane; torch apply second layer modified bitumen membrane and provide new sheet metal flashings and accessories to provide a complete, watertight, 20-year warrantable roof assembly.

The scope of work also includes Masonry repairs/modifications, stucco repairs, complete cleaning of building exterior, installation of clear water repellent on masonry surfaces, removal of all of the existing construction joints and installation of all new construction joints in the exterior wall cladding system and all fenestrations to include but not limited to windows, doors, louvers, vents, pipe penetrations, wall panels, storefronts and curtain walls; Removal and replacement of existing windows with new window units conforming to the specifications, manufacturer’s installation requirements, and ASTM E2112.

Applicable Codes

1. International Building Code (IBC), 2015 Edition 2. International Existing Building Code (IEBC), 2015 Edition 3. International Energy Conservation Code (IECC), 2009 Edition 4. International Mechanical Code (IMC), 5. International Plumbing Code (IPC), 2015 Edition 6. ASTM International 7. National Roofing Contractors Association (NRCA) 8. Underwriters Laboratory (UL) 9. FM Global 10. Asphalt Roofing Manufacturers Association – ARMA 11. International Masonry Institute (IMI) 12. Brick Industry Association (BIA)


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TECHNICAL SUMMARY DIVISION 04 MASONRY

04 05 24 Masonry Tuck pointing

A. Mortar: 1. Portland Cement: ASTM C 150, Type I 2. Hydrated Lime: ASTM C 207 S 3. Masonry Cements: ASTM C 91, Type N

B. Masonry Cleaner: Non-etching general-purpose masonry concrete and brick cleaner. Brick to be cleaned in accordance with BIA technical note 20.

C. Installation: repointing to be done in accordance with BIA technical note 46.

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 19 00 Fluid Applied Water Repellent

A. Water Repellent: Isobutyltrialkoxysilane 40% minimum active penetrating ingredient.

07 52 16 Modified Bitumen Roofing

A. Install roofing system to meet or exceed the requirements of the current adopted version of ASCE-7 and be based on the following:

1. Wind Speed: 157 2. Exposure: C 3. Assume enclosed building

B. Performance Requirements 1. Meets UL 790 Class A 2. A dimensionally stable roof membrane assembly consisting of two plies of a

prefabricated, reinforced, homogeneous Styrene-Butadiene-Styrene (SBS) block copolymer modified asphalt membrane secured to a prepared substrate.

3. Membrane: Glass fiber and/or polyester reinforced ply sheet manufactured for hot asphalt application, meeting or exceeding requirements of ASTM D 6163 or D 6164, Type I or II.

C. Rigid Insulation: Polyisocyanurate with minimum R-value of 20. D. Cover Board: 1/4” DensDeck prime or equivalent E. Warranty:

1. Manufacturer’s 20-year standard form, non-pro-rated, without monetary limitation or deductibles, in which manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period. Failure includes roof leaks or breaches in the primary roof membrane causing moisture to enter the substrate below.

2. Roof System Installer’s Five-Year Warranty.


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07 62 00 Sheet Metal Flashing and Trim

A. Galvalume coated steel meeting or exceeding AZ50 per ASTM A792. Manufacturer’s smooth finish, pre-finished color coatings consisting of full strength 70% Kynar 500 fluorocarbon (Polyvinylidene Fluoride PVF2) coating over a urethane primer on the finish side, with primer and a wash coat on the reverse. All measurements per NCCA Technical Bulletin II-4 or ASTM D1005.

B. Installation shall comply with SMACNA Architectural Sheet Metal Manual, Seventh Edition

C. Fabricate metal edge and coping in accordance with ANSI/SPRI ES-1 requirements.

07 65 00 Through Wall Flashing and Trim

A. Flexible Flashing: 40-mil nominal, self-sealing, fully adhered, composite Flexible Flashing consisting of rubberized asphalt bonded to a polyethylene film and approved by Engineer.

B. Drip edge: Stainless Steel: 26 gauge, Type 304 as tested in accordance with ASTM A 167.

C. Reuse/reinstallation of existing brick to the greatest extent possible is preferred. All damaged brick will need to be replaced to match existing.

07 92 00 Elastomeric Joint Sealants

A. Silicone Sealant: Shall be a one-component, non-sag, neutral cure, low-modulus, UV resistant, high performance silicone sealant for high movement expansions and control joints. Shall meet ASTM C 920, Type S, Grade NS, Class 100/50, Use NT, M, G, A or O. Color to be chosen by Owner from manufacturer's standard color chart, and approved by Owner in advance of application. Acceptable Manufacturers include:

B. Preformed Joint Seal: Preformed seal shall be silicone pre-coated, preformed, pre-compressed, self-expanding, sealant system. Sealant shall combine factory-applied with a backing of acrylic impregnated expanding foam into a unified hybrid sealant system. Material shall be capable of movements of +-50% of nominal material size.

C. Silicone Sealant manufacturer’s Warranty shall be for a Twenty (20) year period beginning at date of substantial completion of the work.

DIVISION 08 WINDOWS

08 43 13 Aluminum Frames Store Fronts

A. Performance Requirements: 1. Aluminum-Framed Storefront System – 2" x 4-1/2" (50.8 x 114.3) nominal

dimension; Thermal; Center-Plane, Weatherseal Glazed (Type B); Screw Splines, Shear Block, Stick or Punched Opening Fabrication; finish applied by the storefront manufacturer.

2. Basis of Design: Kawneer Company, Inc., Product: Aluminum Storefront System, Series: Trifab VG 451 T (thermal).

B. Glazing:

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1. Dual-seal durability: conformance to ASTM E 2190-02; visible, permanent IGCC certification label

2. Low-E coating with a U value of .65 3. Solar Heat Gain Coefficient (SHGC) of 0.25 4. Exterior glass lite:

i. Thickness: 1/4" ii. Tint: Solargray, Solarbronze and light green Solex glass tints

iii. Type: annealed 5. Interior glass lite:

i. Thickness: 1/4" ii. Tint: clear

iii. Type: annealed

08 51 13 Aluminum Windows

A. Performance Requirements: 1. 2-1/4" x 3-1/2" (50.8 mm x 114.3 mm) nominal dimension; Thermal; Center-

Plane, Screw Splines, Shear Block, Stick or Punched Opening Fabrication; finish applied by the window manufacturer.

2. Basis of Design: Kawneer Company, Inc., Product: Aluminum Windows, Series: 8225TL THERMAL WINDOWS (thermally broken).

3. Windows for the project conform to AAMA/NWWDA 101/I.S.2/A440. 4. Wind-borne debris protection:

i. All window shall be tested in accordance with ASTM E1886 & E1996 to meet windborne debris protection requirements for wind zone 3.

ii. Large missile impact from grade to 30’ above grade. iii. Small missile impact from 30’ above grade.

B. Glazing: 1. Dual-seal durability: conformance to ASTM E 2190-02; visible, permanent IGCC certification label.

i. Low-E coating with a U value of .60 ii. Solar Heat Gain Coefficient (SHGC) of 0.25

iii. Tint: Solargray, Solarbronze and light green Solex glass tints. iv. Type: annealed

C. Sill: Stainless still with end dams and back dam.

DIVISION 09 FINISHES

09 24 23 Stucco

A. Stucco: Factory proportioned, fiber reinforced portland cement based stucco for trowel or pump application, field mixed with graded sand and water.

B. Finish Coat: Acrylic or silicone enhanced acrylic textured wall finish. C. Accessories:

1. Weep screed, casing bead, corner bead, corner lath, expansion and control joint accessories. All accessories shall meet the requirements of ASTM C 1063 and its

16


referenced documents. Galvanized metal in compliance with ASTM A 653 with G60 coating.

2. All accessories shall have perforated or expanded flanges and shall be designed with grounds for the specified thickness of stucco.

3. Job mixed ingredients i. Water—clean and potable.

ii. Clean, well graded sand free of deleterious materials in compliance with ASTM C 897 or ASTM C144.

09 27 23 Elastomeric Concrete and Masonry Coating

A. high-build, water-based, elastomeric, 100 percent acrylic, waterproof coating over prepared exposed concrete masonry.

B. Breathable, water-based, 100 percent acrylic, elastomeric, waterproofing coating with smooth finish designed for use over exterior vertical concrete masonry.

1. Density: 9.9 pounds per gallon to 10.9 pounds per gallon per ASTM D1475. 2. Solids Content, per ASTM D5201:

i. By Weight: 64.5 percent. ii. By Volume: 58 percent.

3. Viscosity: 127 KU to 135 KU per ASTM D562. 4. VOC Content: 0.32 pounds per gallon to 0.42 pounds per gallon per ASTM

D3960. 5. Colors: Shall be selected by Owner from manufacturer’s standard color chart. 6. Textures: Smooth.

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Description of Work Estimated Cost

Exterior Envelope Repairs: Masonry Repairs/Modifications; stucco repairs, complete cleaning of

building exterior, installation of clear water repellent on masonry surfaces, removal of all of the

existing construction joints and installation of all new construction joints in the exterior wall cladding

system and all fenestrations to include but not limited to windows, doors, louvers, vents, pipe

penetrations, wall panels, storefronts and curtain walls $2,800,000.00

Window Replacement: Removal and replacement of existing windows with new window units

conforming to the specifications, manufacturer’s installation requirements, and ASTM E2112. $2,600,000.00

Roof Replacement: Removal and disposal of the existing roof system including flashings and sheet

metal down to the existing structural concrete deck; re‐secure the existing edge nailers to remain in

place; adhere base layer insulation in foam adhesive; adhere tapered insulation in foam adhesive;

adhere the overlayment insulation in foam adhesive; torch apply base ply modified bitumen roof

membrane; torch apply second layer modified bitumen membrane and provide new sheet metal

flashings and accessories to provide a complete, watertight, 20‐year warrantable roof assembly. $1,150,000.00TOTAL $6,550,000.00

Schematic Design Cost EstimateMedical University of South Carolina Basic Science Exterior Envelope Repairs

State Project Number H51‐9840

REI Project Number 147CHS‐0742

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COVER SHEET

N.T.S.

R-001

BASIC SCIENCE BUILDINGEXTERIOR ENVELOPE REPAIRS

MEDICAL UNIVERSITY OF SOUTH CAROLINA173 ASHLEY AVENUE, CHARLESTON, SC 29425

STATE PROJECT NUMBER: H51-9840REI PROJECT NUMBER: 17CHS-072

VICINITY MAP SITE MAP

DRAWING INDEX

R-001 COVER SHEET

R-101 ROOF PLAN

R-102 NORTH/ SOUTH ELEVATION

ABBREVIATION LIST

MAX. MAXIMUM

MIN. MINIMUM

N.I.C. NOT IN CONTRACT

O.C.

S.S. STAINLESS STEEL

TERMINATIONTERM.

TYPICALTYP.

ON CENTER

SIM. SIMILAR

R-103 WEST/ EAST ELEVATION

R-104 PENTHOUSE/ HIDDEN ELEVATION

N.T.S. NOT TO SCALE

These documents are the property of REI Engineers, Inc. (REI) and retains all rights therein, including copyrights. It may only be used in a mannerconsistent with REI's rights while REI is providing service for the specific project identified or referred to herein or extensions thereto. It may not be used forany other purpose except with the express written agreement of, and compensation to, REI Engineers, Inc.

CODE COMPLIANCE REFERENCE LIST

2015 INTERNATIONAL BUILDING CODE WITH SC MODIFICATIONS

2015 INTERNATIONAL FIRE CODE WITH SC MODIFICATIONS

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL MECHANICAL CODE

2009 INTERNATIONAL ENERGY CONSERVATION CODE

2015 INTERNATIONAL FUEL GAS CODE WITH SC MODIFICATIONS

2014 NATIONAL ELECTRIC CODE

SHEET 1

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AREA (SQUARE FEET)SECTOR

±30,172±7,579±201±870

ABCD

±45,849TOTAL

±7,027E

**CONTRACTOR TO VERIFY ALLQUANTITIES PRIOR TO BIDDING**

NORT

H

PARAPET WALL

LEGEND

SCUPPER WITH CONDUCTOR HEAD/DOWNSPOUT AND SPLASH PANROOF ACCESS LADDER

ROOF PLAN

N.T.S.

R-101SHEET 20'-10' 10' 20' 30'

SCALE: 1" = 20' - 0"

These documents are the property of REI Engineers, Inc. (REI) and retains all rights therein, including copyrights. It may only be used in a manner consistent with REI's rights while REI is providing service for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, REI Engineers, Inc.

ROOF ACCESS CURB

SUPPORT

ROOF DRAIN

PIPE PENETRATION

EQUIPMENT ON SUPPORT CURB

PITCH PAN

SATELLITE DISH

LIGHTNING ARRESTOR

SUPPORT PAD

EQUIPMENT CURB AND DUCT

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KEY PLAN

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HIDDEN WEST ROOF ELEVATION

KEY PLAN

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DESCRIPTION OF INTERIM CAPITAL PROJECT FOR … · 2018-02-23 · DESCRIPTION OF INTERIM CAPITAL PROJECT FOR CONSIDERATION March 1, 2018 MEDICAL UNIVERSITY OF SOUTH CAROLINA PROJECT