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420 East South Temple, Suite 100 . Salt Lake City . Utah . 84111 . 801.595.6700 . Fax 801.595.6717 . www.mhtn.com

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¾

PRIOR APPROVAL OF MANUFACTURERS OF ELECTRICAL EQUIPMENT The following items, trade names, products and manufacturers are approved for bidding. Approval does not relieve the bidder from satisfying the intent of the requirements of drawings, specifications and addenda in every respect. Failure to conform to the design quality and standards specified, established and required may result in later disapproval. If equipment must be disapproved after bidding, supplier shall supply specified equipment at no extra cost to the Owner. Items are listed generally and specific model number, etc. shall be as submitted. Items submitted but not approved, either did not satisfy the requirements, or showed insufficient data, or arrived after the 8 day deadline established for submittals.

TYPE SPECIFIED APPROVED APPROVED APPROVED APPROVED

A H.E. WILLIAMS COLUMBIA

B CREE COLUMBIA

C H.E. WILLIAMS HUBBELL

Addendum Continued Page 4 of 4

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EAST HIGH SCHOOL

BASEBALL RESTROOM BUILDING – Revised Addendum No.1

Table of Contents

CONSTRUCTION DOCUMENTS

March 9 2017 MHTN PROJECT NO 2016580.00

Division Section Title Pages

BIDDING REQUIREMENTS

INSTRUCTIONS TO BIDDERS, AIA A701 8

CONTRACT FORMS & CONDITIONS

PROPOSAL FORM 2

SUBCONTRACTORS LIST/SCHEDULE OF VALUES 3

BID BOND, AIA A310 4

GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA A201-2007 40

SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 10

ATTACHMENT A – SLC SCHOOL DISTRICT STANDARD TERMS AND CONDITIONS 5

EXHIBIT B - SAMPLE AGREEMENT – SALT LAKE CITY SCHOOL DISTRICT 9

PERFORMANCE BOND, AIA A312 6

PAYMENT BOND AIA A312 – 2010 6

APPLICATION AND CERTIFICATE FOR PAYMENT, AIA G702- 1992 1

CONTINUATION SHEET, AIA G703 1

UTAH STATE TAX COMMISSION EXEMPTION CERTIFICATE, FORM TC-721g 1

W-9 REQUEST FOR TAXPAYER IDENTIFICATION NUMBER 4

Division Section Title Pages

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY 2

012200 UNIT PRICES 2

012500 SUBSTITUTION PROCEDURES 4

SUBSTITUTION REQUEST FORM, 1

12600 CONTRACT MODIFICATION PROCEDURES 2

012900 PAYMENT PROCEDURES 4

013100 PROJECT MANAGEMENT AND COORDINATION 5

013200 CONSTRUCTION PROGRESS DOCUMENTATION 4

013300 SUBMITTAL PROCEDURES 8

LICENSE AND INDEMNIFICATION AGREEMENT 1

014000 QUALITY CONTROL 2

014200 REFERENCES 2

015000 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 5

016000 PRODUCT REQUIREMENTS 5

017300 EXECUTION REQUIREMENTS 4

REQUEST FOR INTERPRETATION 1

017310 CUTTING AND PATCHING 3

017700 CLOSEOUT PROCEDURES 5

Facility Construction Subgroup

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE 20

DIVISION 04 - MASONRY

042000 UNIT MASONRY ASSEMBLIES 11

DIVISION 05 - METALS

055000 METAL FABRICATIONS 8

055213 PIPE AND TUBE RAILINGS originally issued with Project added TOC Addendum 1 7

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY 9

061600 PANEL SHEATHING 4

061753 SHOP FABRICATED WOOD TRUSSES 4

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071900 WATER REPELLENTS – GRAFFITI RESISTANT COATINGS 4

072100 BUILDING INSULATION 4

074113 MANUFACTURED ROOF PANELS, FASCIA AND TRIM 9

079200 JOINT SEALANTS 8

DIVISION 08 - OPENINGS

081113 STEEL DOORS AND FRAMES 5

087100 DOOR HARDWARE – DISTRICT STANDARD 16

DIVISION 09 – FINISHES

092115 GYPSUM BOARD 7

093100 CERAMIC TILE originally issued with Project Revised Title Addendum No. 1 7

099120 PAINTING 9

DIVISION 10 – SPECIALTIES

101419 SIGNAGE 4

102113 TOILET COMPARTMENTS 4

102800 TOILET AND BATH ACCESSORIES 5

DIVISION 11 – EQUIPMENT

DIVISION 12 – FURNISHINGS

126100 FIXED AUDIENCE SEATING 6

Facility Services Subgroup

DIVISION 22 – PLUMBING

220000 PLUMBING 4

220700 INSULATION 3

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

230100 GENERAL PROVISIONS 8

230593 TESTING 2

230594 BALANCING 5

230800 SYSTEM COMMISSIONING 2

230900 BASIC MATERIALS AND METHODS 11

233000 AIR DISTRIBUTION 6

DIVISION 25

251000 AUTOMATIC TEMPERATURE CONTROLS 3

DIVISION 26 ELECTRICAL -

260500 ELECTRICAL GENERAL PROVISIONS 8

260507 ELECTRICAL CONNECTIONS FOR EQUIPMENT 2

260519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES (600V) 4

260526 GROUNDING 4

260529 SUPPORTING DEVICES 2

260532 CONDUIT RACEWAYS 4

260533 ELECTRICAL BOXES AND FITTINGS 4

262416 PANELBOARDS 2

262726 WIRING DEVICES 4

262815 OVERCURRENT PROTECTIVE DEVICES 4

262816 MOTOR AND CIRCUIT DISCONNECTS 2

262913 MOTOR STARTERS 4

265100 INTERIOR AND EXTERIOR BUILDING LIGHTING 4

Site and Infrastructure Subgroup

DIVISION 31 – EARTHWORK

310700 GENERAL SITE CONSTRUCTION REQUIREMENTS 2

311000 SITE CLEARING 5

312000 EARTH MOVING 15

315000 EXACAVATION SUPPORT AND PROTECTION 6

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 ASPHALT PAVING 12

321313 CONCRETE PAVING 17

321373 CONCRETE PAVING JOINT SEALANTS Issued with Addendum No. 1 8

323113 CHAIN LINK FENCING AND GATES 5

323223 SEGMENTAL RETAINING WALL 7

328400 IRRIGATION SYSTEMS 19

329250 LANDSCAPE RESTORATION 6

DIVISION 33 – UTILITIES

330500 COMMON WORK RESULTS FOR UTILITIES 10

331100 WATER UTILITY PIPING 9

333100 SANITARY SEWERAGE PIPING 9

APPENDIX

Geotechnical Report Gordon Geotechnical 22

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

Issued with Addendum No. 1

CONCRETE PAVING JOINT SEALANTS 321373 - 1

SECTION 321373 CONCRETE PAVING JOINT SEALANTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Expansion and contraction joints within cement concrete pavement. 2. Joints between cement concrete and asphalt pavement.

B. Related Sections include the following:

1. Division 07 Section "Joint Sealants" for sealing nontraffic and traffic joints in locations not specified in this Section.

2. Division 32 Section "Asphalt Paving" for constructing joints between concrete and asphalt pavement.

3. Division 32 Section "Concrete Paving" for constructing joints in concrete pavement.

1.3 SUBMITTALS

A. Product Data: For each joint-sealant product indicated.

B. Samples for Verification: For each type and color of joint sealant required. Install joint-sealant samples in 1/2-inch wide joints formed between two 6-inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealants.

C. Product Certificates: For each type of joint sealant and accessory, signed by product manufacturer.

D. Qualification Data: For installer and testing agency.

E. Compatibility and Adhesion Test Reports: From sealant manufacturer, indicating the following:

1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants.

2. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion.

F. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for sealants.

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

Issued with Addendum No. 1

CONCRETE PAVING JOINT SEALANTS 321373 - 2

1.4 QUALITY ASSURANCE

A. Installer Qualifications: An employer of workers trained and approved by manufacturer.

B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer.

C. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers, for testing indicated below, samples of materials that will contact or affect joint sealants.

1. Use ASTM C 1087 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates.

2. Submit not fewer than six (6) pieces of each type of material, including joint substrates, shims, joint-sealant backings, secondary seals, and miscellaneous materials.

3. Schedule sufficient time for testing and analyzing results to prevent delaying the Work. 4. For materials failing tests, obtain joint-sealant manufacturer's written instructions for

corrective measures including use of specially formulated primers. 5. Testing will not be required if joint-sealant manufacturers submit joint preparation data

that are based on previous testing of current sealant products for adhesion to, and compatibility with, joint substrates and other materials matching those submitted.

D. Product Testing: Obtain test results for "Product Test Reports" Paragraph in "Submittals" Article from a qualified testing agency based on testing of current sealant products within a 36-month period preceding the commencement of the Work.

1. Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 for testing indicated, as documented according to ASTM E 548.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multi-component materials.

B. Store and handle materials to comply with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.

1.6 PROJECT CONDITIONS

A. Do not proceed with installation of joint sealants under the following conditions:

1. When ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer.

2. When ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are below 40 deg F.

3. When joint substrates are wet or covered with frost. 4. Where joint widths are less than those allowed by joint-sealant manufacturer for

applications indicated. 5. Where contaminants capable of interfering with adhesion have not yet been removed

from joint substrates.

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

Issued with Addendum No. 1

CONCRETE PAVING JOINT SEALANTS 321373 - 3

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles.

B. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles.

2.2 MATERIALS, GENERAL

A. Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field experience.

B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.

2.3 COLD-APPLIED JOINT SEALANTS

A. Multi-component Jet-Fuel-Resistant Sealant for Concrete: Pourable, chemically curing elastomeric formulation complying with the following requirements for formulation and with ASTM C 920 for type, grade, class, and uses indicated:

1. Urethane Formulation: Type M; Grade P; Class 12-1/2; Uses T, M, and, as applicable to joint substrates indicated, O.

a. Available Products:

1) Pecora Corporation; Urexpan NR-300. 2) Engineer approved equal.

2. Coal-Tar-Modified Polymer Formulation: Type M; Grade P; Class 25; Uses T and, as applicable to joint substrates indicated, O.

a. Available Products:

1) Meadows, W. R., Inc.; Sealtight Gardox. 2) Engineer Approved Equal.

3. Bitumen-Modified Urethane Formulation: Type M; Grade P; Class 25; Uses T, M, and, as applicable to joint substrates indicated, O.

a. Available Products:

1) Tremco Sealant/Waterproofing Division; Vulkem 202. 2) Engineer approved Equal.

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

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CONCRETE PAVING JOINT SEALANTS 321373 - 4

B. Single-Component Jet-Fuel-Resistant Urethane Sealant for Concrete: Single-component, pourable, coal-tar-modified, urethane formulation complying with ASTM C 920 for Type S; Grade P; Class 25; Uses T, M, and, as applicable to joint substrates indicated, O.

1. Available Products:

a. Sonneborn, Div. of ChemRex, Inc.; Sonomeric 1. b. Engineer Approved Equal.

C. Type NS Silicone Sealant for Concrete: Single-component, low-modulus, neutral-curing, nonsag silicone sealant complying with ASTM D 5893 for Type NS.

1. Available Products:

a. Crafco Inc.; RoadSaver Silicone. b. Dow Corning Corporation; 888. c. Engineer Approved Equal.

D. Type SL Silicone Sealant for Concrete and Asphalt: Single-component, low-modulus, neutral-curing, self-leveling silicone sealant complying with ASTM D 5893 for Type SL.

1. Available Products:

a. Crafco Inc.; RoadSaver Silicone SL. b. Dow Corning Corporation; 890-SL. c. Engineer Approved Equal.

E. Multi-component Low-Modulus Sealant for Concrete and Asphalt: Proprietary formulation consisting of reactive petropolymer and activator components producing a pourable, self-leveling sealant.

1. Available Products:

a. Meadows, W. R., Inc.; Sof-Seal. b. Engineer Approved Equal.

2.4 HOT-APPLIED JOINT SEALANTS

A. Jet-Fuel-Resistant Elastomeric Sealant for Concrete: Single-component formulation complying with ASTM D 3569.

1. Available Products:

a. Crafco Inc.; Superseal 444/777. b. Meadows, W. R., Inc.; Poly-Jet 3569. c. Engineer Approved Equal.

B. Jet-Fuel-Resistant Sealant for Concrete and Tar Concrete: Single-component formulation complying with ASTM D 3581.

1. Available Products:

a. Crafco Inc.; Superseal 1614A.

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

Issued with Addendum No. 1

CONCRETE PAVING JOINT SEALANTS 321373 - 5

b. Meadows, W. R., Inc.; Poly-Jet 1614. c. Meadows, W. R., Inc.; Poly-Jet 3406. d. Meadows, W. R., Inc.; Poly-Jet 3569. e. Engineer Approved Equal.

C. Elastomeric Sealant for Concrete: Single-component formulation complying with ASTM D 3406.

1. Available Products:

a. Crafco Inc.; Superseal 444/777. b. Meadows, W. R., Inc.; Poly-Jet 3406. c. Engineer Approved Equal.

D. Sealant for Concrete and Asphalt: Single-component formulation complying with ASTM D 3405.

1. Available Products:

a. Koch Materials Company; Product No. 9005. b. Koch Materials Company; Product No. 9030. c. Meadows, W. R., Inc.; Sealtight Hi-Spec. d. Engineer Approved Equal.

2.5 JOINT-SEALANT BACKER MATERIALS

A. General: Provide joint-sealant backer materials that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by joint-sealant manufacturer based on field experience and laboratory testing.

B. Round Backer Rods for Cold- and Hot-Applied Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant.

C. Backer Strips for Cold- and Hot-Applied Sealants: ASTM D 5249; Type 2; of thickness and width required to control sealant depth, prevent bottom-side adhesion of sealant, and fill remainder of joint opening under sealant.

D. Round Backer Rods for Cold-Applied Sealants: ASTM D 5249, Type 3, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant.

2.6 PRIMERS

A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

Issued with Addendum No. 1

CONCRETE PAVING JOINT SEALANTS 321373 - 6

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant performance.

1. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions.

B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint-sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.

3.3 INSTALLATION OF JOINT SEALANTS

A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.

B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated.

C. Install backer materials of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.

1. Do not leave gaps between ends of backer materials. 2. Do not stretch, twist, puncture, or tear backer materials. 3. Remove absorbent backer materials that have become wet before sealant application

and replace them with dry materials.

D. Install sealants using proven techniques that comply with the following and at the same time backings are installed:

1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow

optimum sealant movement capability.

E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint.

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

Issued with Addendum No. 1

CONCRETE PAVING JOINT SEALANTS 321373 - 7

1. Remove excess sealants from surfaces adjacent to joint. 2. Use tooling agents that are approved in writing by joint-sealant manufacturer and that do

not discolor sealants or adjacent surfaces.

F. Provide joint configuration to comply with joint-sealant manufacturer's written instructions, unless otherwise indicated.

G. Provide recessed joint configuration for silicone sealants of recess depth and at locations indicated.

3.4 CLEANING

A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur.

3.5 PROTECTION

A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations with repaired areas are indistinguishable from the original work.

END OF SECTION 321373

EAST HIGH SCHOOL BASEBALL RESTROOM BUILDING MHTN PROJECT NO. 2016580.00

SALT LAKE CITY SCHOOL DISTRICT CONSTRUCTION DOCUMENTS 03.09.17

Issued with Addendum No. 1

CONCRETE PAVING JOINT SEALANTS 321373 - 8

THIS PAGE LEFT INTENTIONALLY BLANK

ABBREVIATIONS

AC AIR CONDITIONINGAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURALBD BOARDBLDG BUILDINGBLKG BLOCKINGBO BOTTOM OFBOT BOTTOMBRG BEARINGCB CATCH BASINCFOI CONTRACTOR FURNISHED OWNER INSTALLED CIP CAST-IN-PLACECJ CONTROL JOINT CL CENTER LINECLG CEILINGCMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCOMM COMMUNICATIONCONC CONCRETECONF CONFERENCECONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECORR CORRIDORCSK COUNTER SUNKCTR CENTERDB DECK BEARING ELEVATIONDEMO DEMOLITIONDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDN DOWNDR DOORDTL DETAILDWG DRAWINGEIFS EXTERIOR INSULATION AND FINISH SYSTEMEL ELEVATIONELEC ELECTRICALELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEWC ELECTRICAL WATER COOLEREXP EXPANSIONEXT EXTERIORFD FLOOR DRAINFEC FIRE EXTINGUISHER CABINETFIN FINISHFIN FLR FINISH FLOORFLR FLOORFT FEETGA GAUGE/GAGEGI GALVANIZED IRONGLU-LAM GLUE LAMINATEDGYP BD GYPSUM BOARDHC HANDICAPPEDHVAC HEATING, VENTILATION, AIR CONDITIONINGID INSIDE DIAMETERINT INTERIORISO ISOMETRICJAN JANITORJT JOINTKD KNOCK DOWNKOP KNOCKOUT PANEL

LAB LABORATORYLAV LAVATORYMAINT MAINTENANCEMAX MAXIMUMMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROFOI OWNER FURNISHED OWNER INSTALLEDOFCI OWNER FURNISHED CONTRACTOR INSTALLEDOH OVERHEADOH DR OVERHEAD DOOROPP OPPOSITEPERP PERPENDICULARPL PLATEPL PROPERTY LINEPL GL PLATE GLASSPLAM PLASTIC LAMINATEPLBG PLUMBINGPLYWD PLYWOODPR PAIRPREFAB PREFABRICATEDQTY QUANTITYRD ROOF DRAINRE: REFER TOREINF REINFORCED / REINFORCINGREQD REQUIRE / REQUIREDRFG REFRIGERATORRM ROOMRO ROUGH OPENINGRTU ROOF TOP UNITRV ROOF VENTSIM SIMILARSPEC SPECIFICATIONSQ SQUARESTD STANDARDSTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDTHK THICKNESSTO TOP OFTOB TOP OF BEAMTOD TOP OF DECKTOS TOP OF SLAB, TOP OF STRUCTURETOW TOP OF WALLTYP TYPICALUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVTR VENT THROUGH ROOFW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWF WIDE FLANGEWH WATER HEATERWWF WELDED WIRE FABRICXFMR TRANSFORMER

N

GENERAL SYMBOLS

NORTH ARROW A1011

101

3

4

1

2

A101

000

S 3 1 A X12 / 33

1

EL: 100'-0"

VERTICAL ELEVATION

SPOT ELEVATION

DRAWINGREVISION

ROOM NAME

ROOM NUMBER

KEYED NOTES

DOOR NUMBER

SHEET WHERE DRAWN

BUILDING SECTION

WALL SECTION

DETAIL

EXTERIOR ELEVATION

WINDOW TYPE

PARTITION TYPE

REVISION NUMBER INTERIOR ELEVATION

SEE PLUMBING, MECHANICAL AND ELECTRICAL FOR DISCIPLINE SYMBOLS

GRID REFERENCE MARK

A1 Starts at lower leftcorner Number HorizontalLetters Vertical

MHTN SHEET NUMBER

Sheet Number SequencceSheet TypeDiscipline

1'-0"

ROOM

101

150 SF ROOM VOLUME / AREA

CEILING TAG

SHEET WHERE DRAWN

SHEET WHERE DRAWN

SHEET WHERE DRAWN

SHEET WHERE DRAWN

A 1 01

A101

1SIM

CALLOUT

SHEET WHERE DRAWN

?

B

A

1 2

100

362430

CASEWORK TYPE

DEPTH

HEIGHT

WIDTH

LEVELELEVATION

1

A101

SIM1

A101

SIM

1

A101

SIM

1

A101

SIM

QUALIFIER, IF NEEDED

FIRE RATING, IF NEEDED

CORE THICKNESS

CORE MATERIAL

THICKNESS (MIL),IF OTHER THAN 30 MIL (20 GA)STUD SPACING,IF OTHER THAN 16" OC

E1EXTERIOR WALL TYPEROOF TYPEFLOOR TYPE

HEIGHT & STC

CONCRETE EARTHGYPSUMBOARD

INSULATIONRIGID

MASONRYBRICK

CONCRETEMASONRY UNIT

FINISH WOOD

EIFS

STONE PRECAST

STEEL

GRAVEL BATTINSULATION

MATERIALS

BLOCKING

Applicable Codes: 2012 International Building Codes (IBC) 2012 International Mechanical Code (IMC)2012 International Plumbing Code (IPC)2012 International Conservation Code (IECC)2011 National Electrical Code (NEC)2010 Americans with Disabilities Accessibility Guidelines (ADAAG)

Description: STAND ALONE LOAD BEARING MASONRY BUILDING. THIS BUILDING WILL BE USED PRIMARILY BY THE BASEBALL TEAM & SPECTATORS

Location: SALT LAKE CITY, UTAH - SOUTH END OF THE EAST HIGH SCHOOL FOOTBALL, TRACK & FIELD (SALT LAKE CITY SCHOOL DISTRICT)

Off-Street Parking: ADEQUATE PARKING IS PROVIDED IN THE EXISTING PARKING AREA NORTH OF THE PLAYFIELD

Occupancy Classification: Building Occupancy - E

Type of Construction: Type VB (IBC 602.5)NO Automatic Sprinkler System (IBC 506.3)

Floor Area (IBC Table 503): Building Occupancy Group E in Type VB – Non-Sprinkled

Allowable: 9,500 Sq. Ft.No Area Increase Taken: 0 (IBC 506.2 & 506.3)Actual: 820 Sq. Ft. OK

Bldg. Height (IBC Table 503): Building Occupancy Group B in Type VB

Allowable: 40’ Stories: 1Actual: 22’ Stories: 1 OK

Fire Resistive Requirements for Type VB (IBC Table 601):

Structural Frame: 0 hr.Exterior Bearing Walls 0 hr.Interior Bearing Walls: 0 hr.Nonbearing Ext. Walls: 0 hr. IBC Table 602Non Bearing Int. Partitions 0 hr.Shaft Enclosures: 0 hr.Floor Construction: 0 hr.Roof Construction: 0 hr.

Fire Protection Systems:NONE

Occupant Load (IBC Table 1004.1.2)

Ground Floor Use Area # of Occupants

Mechanical 186 1

Total Occupancy: 1 Person(s)

Egress Component Widths (Table 1005.3.2)

Hallways, Corridors & Exit Passageways (44 inches min. per IBC 1023.2)

Exit Doors (Minimum 32 inches clear per IBC 1008.1.1)

35 inches provided

Maximum Travel Distance: 200’ for A Occupancy non-sprinkled buildings (IBC Table 1016.2)

Accessibility (IBC Chapter 11)

All occupancies of this building shall be accessibleAccessible toilet facilities shall comply with IBC 1109.2

Plumbing Fixtures: Minimum per IBC 2902.1

Total Occupants 1: occupants / 2 = 1 female, 1 male

Water Closets : Occupancy A-3 (1 per 125-male & 1 per 65-female) – 1 occupantsMale: 1 required Female: 2 requiredOccupancy B & Accessory Spaces(1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50) 1 occupants

2 Required – Male: 1, Female: 1Male: 2 required, 3 provided Female: 2 required, 3 provided

Lavatories Male: 1 required, 1 provided Female: 1 required, 1 provided

Drinking Fountains: 1 required, 1 provided

CODE ANALYSIS LEGEND

CODE ANALYSIS

EXIT

183

335 67"

34

AREA USE

263 SF 7 NSF

OCCUPANCY GROUP

OCCUPANT LOAD

OCCUPANT LOAD FACTORGROSS: GSF NET: NSF

SQUARE FOOTAGE

EXIT LOAD

EXIT WIDTH PROVIDED

EXIT CAPACITY

A-3

MEN

101

WOMEN

102

JAN.

103

MECH

104

1

186 SF 300 NSF

E

SHEET NUMBER

MHTN Architects, Inc.420 East South TempleSuite 100Salt Lake City, Utah 84111Telephone (801) 595-6700Telefax (801) 595-6717www.mhtn.com

MHTN PROJECT NO.

SEAL

DRAWN BY: CHECKED BY:

DESCRIPTIONDATENO.

REVISIONSCONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE.

CONSULTANTS

APPROVALS

APPROVERS NAME, TITLE

APPROVERS NAME, TITLE

APPROVERS NAME, TITLE DATE:

DATE:

DATE:

VICINITY MAP

INDEX TO DRAWINGS -

SHEET NAME

©2016 MHTN ARCHITECTS, INC.

DESCRIPTIONDATENO.

ISSUED

Original drawing is 30 x 42. Do not scale contents of this drawing.

Confidentiality Notice:This document is intended for use on the Project identified herein by individualsand companies involved in the design, permitting, bidding and construction ofthe Project. MHTN Architects, Inc. grants limited rights to distribute andreproduce this document for this express purpose only. Distribution, printing orcopying this document for purposes other than those indicated is strictlyprohibited. If a digital copy of this document is received in error, please delete it.

ISSUE

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2016580

SALT LAKE CITY SCHOOL DISTRICTEAST HS BASEBALL RESTROOM & SEATING

MARCH 8. 2017

1420 EAST SUNNYSIDE AVE.SALT LAKE CITY, UT. 84102

CONSTRUCTION DOCUMENTS.

CONSTRUCTION DOCUMENTS

INDEX SHEET

MARCH 8. 2017

CONSTRUCTION DOCUMENTS

GREAT BASIN ENGINEERS5746 SOUTH 1475 EAST,SUITE 200OGDEN, UT 84403Phone: 801-394-4515

MHTN ARCHITECTS420 EAST SOUTH TEMPLESUITE 100SALT LAKE CITY, UT 84111Phone: 801-595-6700

REAVELEY ENGINEERS1515 SOUTH 1100 EASTSALT LAKE CITY, UT 84105Phone: 801-505-4025Fax: FAX NUMBER

OLSEN & PETERSON44 EAST 2625 SOUTHSALT LAKE CITY, UT 84115Phone: 801-486-4646

BNA CONSULTING635 SOUTH STATE STREETSALT LAKE CITY, UT 84111Phone: 801-532-2196

CIVIL LANDSCAPE STRUCTURAL MECHANICAL ELECTRICAL

CIVIL RIGHTS : YEAR

AMERICAN DISABILITY ACT (ADA) : 2010STANDARD FOR ACCESSIBLE DESIGN

APPLICABLE CODES : YEAR

INTERNATIONAL BUILDING CODE (IBC) : 2015INTERNATIONAL MECHANICAL CODE (IMC) : 2015INTERNATIONAL PLUMBING CODE (IPC) : 2015INTERNATIONAL ENERGY CONSERVATION CODE (IECC) : 2015NATIONAL ELECTRIC CODE (NEC) : 2014

OCCUPANCY CLASSIFICATION : ECONSTRUCTION TYPE : V-BFULLY SPRINKLED : NO

S-1 OCCUPANCY (NON-SEPARATED USE)

BASIC ALLOWABLE AREA : 9,500 SQ. FT.

ACTUAL FLOOR AREA : 820 SQ. FT.

ALLOWABLE AREA PER FLOOR : 9,500 SQ. FT.

FIRE-RESISTIVE REQUIREMENTS: TYPE: VB

STRUCTURAL FRAME 0BEARING WALLS EXTERIOR 0BEARING WALLS INTERIOR 0NONBEARING WALLS EXTERIOR 0NONBEARING WALLS INTERIOR 0FLOOR - CEILING CONSTRUCTION 0ROOF - CEILING CONSTRUCTION 0SHAFTS N/A

PROJECT DATA

VICINITY MAP

PROJECT SITE

SCALE: 1/4" = 1'-0"1

LIFE SAFETY FLOOR PLAN

N

GENERALG001 INDEX SHEETG200 FIXTURE MOUNTING HEIGHTS

CIVILCD101 ENLARGED DEMOLITION PLANCS101 OVERALL SITE & UTILITY PLANCS102 ENLARGED SITE PLANCG101 ENLARGED GRADING PLANCD401 DETAIL SHEET

LANDSCAPELI101 ENLARGED IRRIGATION/LANDSCAPING PLANSLI501 IRRIGATION DETAILSAS501 SITE DETAILS

STRUCTURALSE001 GENERAL STRUCTURAL NOTESSE002 GENERAL STRUCTURAL NOTESS101 STRUCTURAL PLANSSB501 TYPICAL FOOTING & FOUNDATION DETAILSSB601 STRUCTURAL SCHEDULESSB602 STRUCTURAL SCHEDULESSF501 ROOF FRAMING DETAILS

ARCHITECTURALA101 PLANS AND ELEVATIONSA300 BUILDING SECTIONS & DETAILSA600 DOOR SCHEDULE

MECHANICALM101 FIRST FLOOR MECHANICAL PLAN

P101 FIRST FLOOR PLUMBING PLANP501 PLUMBING SCHEDULES & DETAILSP502 PLUMBING DETAILS

ELECTRICALE001 SYMBOLS, SCHEDULES AND NOTESE100 ELECTRICAL SITE PLANE200 FIRST FLOOR ELECTRICAL PLANS

1 3/20/2017 ADDENDA 1

1

1

1

SHEET NUMBER

1

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

DRAWN BY: CHECKED BY:

SHEET NAME

REVISIONSCONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.420 East South TempleSuite 100Salt Lake City, Utah 84111Telephone (801) 595-6700Telefax (801) 595-6717www.mhtn.com

©2015 MHTN ARCHITECTS, INC.

Original drawing is 30 x 42. Do not scale contents of this drawing.

NO.

Confidentiality Notice:This document is intended for use on the Project identified herein by individualsand companies involved in the design, permitting, bidding and construction ofthe Project. MHTN Architects, Inc. grants limited rights to distribute andreproduce this document for this express purpose only. Distribution, printing orcopying this document for purposes other than those indicated is strictlyprohibited. If a digital copy of this document is received in error, please delete it.

VIEW AND PRINT THIS DRAWING IN COLOR

ISSUE

EAST

HS

BASE

BALL

RES

TRO

OM

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EATI

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1420

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2016580

03.08.17CONSTRUCTION DOCUMENTS

ADDENDUM 013/20/2017NO. 1

CD101

ENLARGEDDEMOLITION PLAN

1

SHEET NUMBER

1

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

DRAWN BY: CHECKED BY:

SHEET NAME

REVISIONSCONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.420 East South TempleSuite 100Salt Lake City, Utah 84111Telephone (801) 595-6700Telefax (801) 595-6717www.mhtn.com

©2015 MHTN ARCHITECTS, INC.

Original drawing is 30 x 42. Do not scale contents of this drawing.

NO.

Confidentiality Notice:This document is intended for use on the Project identified herein by individualsand companies involved in the design, permitting, bidding and construction ofthe Project. MHTN Architects, Inc. grants limited rights to distribute andreproduce this document for this express purpose only. Distribution, printing orcopying this document for purposes other than those indicated is strictlyprohibited. If a digital copy of this document is received in error, please delete it.

VIEW AND PRINT THIS DRAWING IN COLOR

ISSUE

EAST

HS

BASE

BALL

RES

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AN

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1420

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2016580

03.08.17CONSTRUCTION DOCUMENTS

ADDENDUM 013/20/2017NO. 1

CS101

OVERALL SITE &UTILITY PLAN

1

SHEET NUMBER

1

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

DRAWN BY: CHECKED BY:

SHEET NAME

REVISIONSCONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.420 East South TempleSuite 100Salt Lake City, Utah 84111Telephone (801) 595-6700Telefax (801) 595-6717www.mhtn.com

©2015 MHTN ARCHITECTS, INC.

Original drawing is 30 x 42. Do not scale contents of this drawing.

NO.

Confidentiality Notice:This document is intended for use on the Project identified herein by individualsand companies involved in the design, permitting, bidding and construction ofthe Project. MHTN Architects, Inc. grants limited rights to distribute andreproduce this document for this express purpose only. Distribution, printing orcopying this document for purposes other than those indicated is strictlyprohibited. If a digital copy of this document is received in error, please delete it.

VIEW AND PRINT THIS DRAWING IN COLOR

ISSUE

EAST

HS

BASE

BALL

RES

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OM

AN

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1420

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2016580

03.08.17CONSTRUCTION DOCUMENTS

ADDENDUM 013/20/2017NO. 1

CS102

ENLARGED SITEPLAN

1

SHEET NUMBER

1

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

DRAWN BY: CHECKED BY:

SHEET NAME

REVISIONSCONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.420 East South TempleSuite 100Salt Lake City, Utah 84111Telephone (801) 595-6700Telefax (801) 595-6717www.mhtn.com

©2015 MHTN ARCHITECTS, INC.

Original drawing is 30 x 42. Do not scale contents of this drawing.

NO.

Confidentiality Notice:This document is intended for use on the Project identified herein by individualsand companies involved in the design, permitting, bidding and construction ofthe Project. MHTN Architects, Inc. grants limited rights to distribute andreproduce this document for this express purpose only. Distribution, printing orcopying this document for purposes other than those indicated is strictlyprohibited. If a digital copy of this document is received in error, please delete it.

VIEW AND PRINT THIS DRAWING IN COLOR

ISSUE

EAST

HS

BASE

BALL

RES

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OM

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1420

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2016580

03.08.17CONSTRUCTION DOCUMENTS

ADDENDUM 013/20/2017NO. 1

CG101

ENLARGEDGRADING PLAN

1

SHEET NUMBER

1

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

DRAWN BY: CHECKED BY:

SHEET NAME

REVISIONSCONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.420 East South TempleSuite 100Salt Lake City, Utah 84111Telephone (801) 595-6700Telefax (801) 595-6717www.mhtn.com

©2015 MHTN ARCHITECTS, INC.

Original drawing is 30 x 42. Do not scale contents of this drawing.

NO.

Confidentiality Notice:This document is intended for use on the Project identified herein by individualsand companies involved in the design, permitting, bidding and construction ofthe Project. MHTN Architects, Inc. grants limited rights to distribute andreproduce this document for this express purpose only. Distribution, printing orcopying this document for purposes other than those indicated is strictlyprohibited. If a digital copy of this document is received in error, please delete it.

VIEW AND PRINT THIS DRAWING IN COLOR

ISSUE

EAST

HS

BASE

BALL

RES

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2016580

03.08.17CONSTRUCTION DOCUMENTS

ADDENDUM 013/20/2017NO. 1

CD401

DETAIL SHEET

1

FD

1

FD

1

WC

2

WC

2

WC

1

WC

1

U

1

U

2

L

1

L

1

SS

1

FD

1

FCO

MEN101

WOMEN102

JAN.103

MECH104

4"

3" VTR

3"

2"

4"

FD

2

2" 2"

2"

2"

2"

1

2

3

4

5

6

7

8

9

3

2

3

2"

2"

6

2"

3

1

2"

INV. ELEV.= 95.00

4"

2"

3"

4"

3

FCO

4

4"

FCO4

WC

2

WC

2

WC

1

WC

1

U

1

U

2

L

1

SS

1

HB

3

HB

3

3/4"3/4" 1"1"3/4"

1"3/4"

1"

WH

1TV

1

1 1/2"

HB

1

3/4"

3/4"

1/2"

1/2"

3/4"

1

P501

3/4" 1"

4

P501

HB

2

(4-REQ'D)

1

P502

6

P501

2

P501

1"

1 1/4"

1 1/2"

1 1/4" 1" 1/2"

3/4"3/4"3/4"

1"1"

T

T

T

10

1 1/2"

11

12

13

14

1

14

11

15

2

P502

MEN101

WOMEN102

JAN.103

MECH104

7

9

15

L

1

10

15

1" 3/4"

1 1/2"

LI

CE

NS

ED

PROF E S S I ONAL

EN

GI N

EE

R

S T A T E O F U T AH

# 183628

JEFFREY M.

SEARE

03/08/17

SHEET NUMBER

1

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

DRAWN BY: CHECKED BY:

SHEET NAME

REVISIONSCONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.420 East South TempleSuite 100Salt Lake City, Utah 84111Telephone (801) 595-6700Telefax (801) 595-6717www.mhtn.com

©2016 MHTN ARCHITECTS, INC.

Original drawing is 30 x 42. Do not scale contents of this drawing.

NO.

Confidentiality Notice:This document is intended for use on the Project identified herein by individualsand companies involved in the design, permitting, bidding and construction ofthe Project. MHTN Architects, Inc. grants limited rights to distribute andreproduce this document for this express purpose only. Distribution, printing orcopying this document for purposes other than those indicated is strictlyprohibited. If a digital copy of this document is received in error, please delete it.

ISSUE

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FIRST FLOORPLUMBING PLAN

P101

EA

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CDH JMS

2016580

MARCH 8. 2017

CONSTRUCTION DOCUMENTS

1 PIPING TO RUN AS HIGH AS POSSIBLE ABOVE CEILING(TYPICAL).

2 RUN HORIZONTAL VENT PIPING IN CHASE AT 7’-0” MINIMUMABOVE CHASE FLOOR.

3 PIPING TO RUN BELOW FINISHED FLOOR (TYPICAL).

4 FLOOR CLEANOUT (TYPICAL).

5 3” VENT THRU ROOF.

6 2” VENT RISE IN WALL FROM BELOW FLOOR TO AS HIGH ASPOSSIBLE ABOVE CEILING.

7 PIPING TO RUN BELOW FINISHED GRADE.

8 DOUBLE CLEANOUT TO GRADE.

9 EXTEND PIPING BELOW GRADE TO 5’-0” BEYONG THEBUILDING. MAKE CONNECTION TO PIPING PROVIDED BYTHE SITE UTILITY CONTRACTOR. COORDINATE EXACTLOCATION OF CONNECTION WITH SITE UTILITYCONTRACTOR.

10 RUN HOT AND COLD WATER BELOW LAVATORY STOPSTIGHT TO WALL TO DRAIN. SLOPE PIPING DOWN TO HOSEBIBBS HB-2.

11 PROVIDE SCHRADER VALVES IN HOT AND COLD WATERLINES TO PLUMBING FIXTURES.

12 BUILDING WATER CONTROL VALVE.

13 BUILDING WATER SHUT-OFF VALVE WITH SCHRADERVALVE.

14 PIPING TO RUN EXPOSED AS HIGH AS POSSIBLE.

15 SLOPE PIPING TO DOWN TO HOSE BIBBS HB-2.

REFERENCE NOTES

SCALE:

WASTE & VENT

1/4" = 1'-0"

FIRST FLOOR PLUMBING PLAN

SCALE:

WATER SUPPLY

1/4" = 1'-0"

FIRST FLOOR PLUMBING PLAN

N

0 2' - 0" 4' - 0" 8' - 0" 0 2' - 0" 4' - 0" 8' - 0"

N