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ALTA HIGH SCHOOL Storage Shed

Canyons School District

March 6, 2017

PROJECT SPECIFICATIONS

Architects Project No. 117213

March 20, 2017

117213 TABLE OF CONTENTS Page 1Alta High Storage Shed 3/3/2017

TABLE OF CONTENTS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 21 00 STEEL JOIST FRAMING05 31 00 STEEL DECKING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY06 41 00 ARCHITECTURAL WOOD CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 54 23 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO)07 62 00 SHEET METAL FLASHING AND TRIM07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES08 33 23 OVERHEAD COILING DOORS08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 90 00 PAINTING AND COATING

DIVISION 12 - FURNISHINGS

12 36 00 COUNTERTOPS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

07 54 19 POLYVINYL-CHLORIDE (PVC) ROOFING

117213 / Alta High Storage Shed 03 30 00 - 1 CAST-IN-PLACE CONCRETE

SECTION 03 30 00CAST-IN-PLACE CONCRETE

PART 1 GENERAL1.01 SUBMITTALS

A. Product Data: Submit manufacturers' data on manufactured products showing compliance withspecified requirements and installation instructions.

B. Sustainable Design Submittal: If any fly ash, ground granulated blast furnace slag, silica fume,rice hull ash, or other waste material is used in mix designs to replace Portland cement, submitthe total volume of concrete cast in place, mix design(s) used showing the quantity of portlandcement replaced, reports showing successful cylinder testing, and temperature on day of pour ifcold weather mix is used; use LEED New Product Content Form.

1.02 QUALITY ASSURANCEA. Perform work of this section in accordance with ACI 301 and ACI 318.B. Follow recommendations of ACI 305R when concreting during hot weather.C. Follow recommendations of ACI 306R when concreting during cold weather.

PART 2 PRODUCTS2.01 FORMWORK

A. Formwork Design and Construction: Comply with guidelines of ACI 347R to provide formworkthat will produce concrete complying with tolerances of ACI 117.

B. Form Materials: Contractor's choice of standard products with sufficient strength to withstandhydrostatic head without distortion in excess of permitted tolerances.

2.02 REINFORCEMENTA. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Type: Deformed billet-steel bars.2. Finish: Unfinished, unless otherwise indicated.

B. Steel Welded Wire Reinforcement (WWR): Galvanized, plain type, ASTM A1064/A1064M.1. Form: Coiled Rolls.2. WWR Style: 4 x 8-W6 x W10.

C. Reinforcement Accessories:1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch.2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of

reinforcement during concrete placement.2.03 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I - Normal Portland type. B. Fine and Coarse Aggregates: ASTM C 33.C. Lightweight Aggregate: ASTM C330/C330M.D. Water: Clean and not detrimental to concrete.

2.04 ADMIXTURESA. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight

of cement.B. Air Entrainment Admixture: ASTM C260/C260M.

2.05 CONCRETE MIX DESIGNA. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.

1. Replace as much Portland cement as possible with fly ash, ground granulated blastfurnace slag, silica fume, or rice hull ash as is consistent with ACI recommendations.

117213 / Alta High Storage Shed 03 30 00 - 2 CAST-IN-PLACE CONCRETE

B. Concrete Strength: Establish required average strength for each type of concrete on the basisof field experience or trial mixtures, as specified in ACI 301.

C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at ratesrecommended or required by manufacturer.

D. Normal Weight Concrete:1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days:

4,000 pounds per square inch.2. Water-Cement Ratio: Maximum 40 percent by weight.3. Total Air Content: 4 percent, determined in accordance with ASTM C173/C173M.

PART 3 EXECUTION3.01 PREPARATION

A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support allapplied loads until concrete is cured, and for easy removal without damage to concrete.

3.02 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMSA. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and

accurately position, support, and secure in place to achieve not less than minimum concretecoverage required for protection.

3.03 PLACING CONCRETEA. Place concrete in accordance with ACI 304R.

3.04 FLOOR FLATNESS AND LEVELNESS TOLERANCESA. Maximum Variation of Surface Flatness:

1. Exposed Concrete Floors: 1/4 inch in 10 feet.2. Under Seamless Resilient Flooring: 1/4 inch in 10 feet.3. Under Carpeting: 1/4 inch in 10 feet.

B. Correct the slab surface if tolerances are less than specified.C. Interior slab is to slope out as noted. Apron and other slabs shall slope as noted.D. Correct defects by grinding or by removal and replacement of the defective work. Areas

requiring corrective work will be identified. Re-measure corrected areas by the same process.3.05 CURING AND PROTECTION

A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete frompremature drying, excessively hot or cold temperatures, and mechanical injury.

END OF SECTION 03 30 00

117213 / Alta High Storage Shed 04 20 00 - 1 UNIT MASONRY

SECTION 04 20 00UNIT MASONRY


A. Product Data: Provide data for masonry units, fabricated wire reinforcement, mortar, andmasonry accessories.

B. Samples: Submit four samples of structural brick units to illustrate color, texture, and extremesof color range.

PART 2 PRODUCTS2.01 BRICK UNITS

A. Facing Brick: ASTM C216, Type FBS Smooth, Grade SW.1. structural size: match existing scored brick and standard brick located on the school.

2.02 MORTAR AND GROUT MATERIALSA. Masonry Cement: ASTM C91/C91M, Type N.B. Mortar Aggregate: ASTM C144.C. Grout Aggregate: ASTM C404.D. Water: Clean and potable.

2.03 REINFORCEMENT AND ANCHORAGEA. Reinforcing Steel: ASTM A615/A615M, Grade 40 (40,000 psi), deformed billet bars; galvanized.B. Single Wythe Joint Reinforcement: Truss or ladder type; ASTM A1064/A1064M steel wire, mill

galvanized to ASTM A641/A641M, Class 3; 0.1483 inch side rods with 0.1483 inch cross rods; width as required to provide not more than 1 inch and not less than 1/2 inch of mortar coverageon each exposure.

2.04 LINTELSA. See drawings for additional information.

2.05 MORTAR AND GROUT MIXESA. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.

1. Exterior, loadbearing masonry: Type N.PART 3 EXECUTION3.01 COLD AND HOT WEATHER REQUIREMENTS

A. Comply with requirements of ACI 530/530.1/ERTA or applicable building code, whichever ismore stringent.

3.02 COURSINGA. Establish lines, levels, and coursing indicated. Protect from displacement.B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform

thickness.C. Brick Units:

1. Bond: Running.2. Mortar Joints: Concave.

3.03 PLACING AND BONDINGA. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other

work.B. Lay hollow masonry units with face shell bedding on head and bed joints.

117213 / Alta High Storage Shed 04 20 00 - 2 UNIT MASONRY

3.04 REINFORCEMENT AND ANCHORAGE - GENERALA. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal

joint reinforcement 16 inches on center.3.05 LINTELS

A. See drawings for additional information.END OF SECTION 04 20 00

117213 / Alta High Storage Shed 05 21 00 - 1 STEEL JOIST FRAMING

SECTION 05 21 00STEEL JOIST FRAMING


A. Shop Drawings: Indicate standard designations, joist coding, configurations, sizes, spacings,cambers, locations of joists, joist leg extensions, bridging, connections, and attachments.

B. Welders' Certificates: Submit manufacturer's certificates, certifying welders employed on theWork, verifying AWS qualification within the previous 12 months.

C. Manufacturer's Qualification Statement: Provide documentation showing steel fabricator isaccredited under IAS AC172.

1.02 QUALITY ASSURANCEA. Perform Work, including that for headers and other supplementary framing, in accordance with

SJI (SPEC) Standard Specifications Load Tables and SJI Technical Digest No. 9.PART 2 PRODUCTS2.01 MATERIALS

A. See structural drawing for requirements.B. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.

PART 3 EXECUTION3.01 ERECTION

A. Erect joists with correct bearing on supports.B. Allow for erection loads. Provide sufficient temporary bracing to maintain framing safe, plumb,

and in true alignment.C. After erection, prime welds and damaged shop primer, except surfaces specified not to be

primed.END OF SECTION 05 21 00

http://www.steeljoist.org/publications/













117213 / Alta High Storage Shed 05 31 00 - 1 STEEL DECKING

SECTION 05 31 00STEEL DECKING


A. Shop Drawings: Indicate deck plan, support locations, projections, openings, reinforcement,pertinent details, and accessories.

1.02 QUALITY ASSURANCEA. Design deck layout, spans, fastening, and joints under direct supervision of a Professional

Structural Engineer experienced in design of this work and licensed in the State in which theProject is located.

PART 2 PRODUCTS2.01 STEEL DECK

A. See structural drawings for requirements.2.02 ACCESSORY MATERIALS

A. Bearing Plates and Angles: ASTM A36/A36M steel, galvanized per ASTM A123/A123M.B. Welding Materials: AWS D1.1/D1.1M.C. Fasteners: Galvanized hardened steel, self tapping.

PART 3 EXECUTION3.01 INSTALLATION

A. Erect metal deck in accordance with SDI Design Manual and manufacturer's instructions. Alignand level.

B. Weld deck in accordance with AWS D1.3/D1.3M.END OF SECTION 05 31 00

117213 / Alta High Storage Shed 06 20 00 - 1 FINISH CARPENTRY

SECTION 06 20 00FINISH CARPENTRY


A. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, andaccessories.

PART 2 PRODUCTS2.01 FINISH CARPENTRY ITEMS

A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS), unless notedotherwise.

B. Surface Burning Characteristics: Provide materials having fire and smoke properties asrequired by applicable code.

2.02 SHEET MATERIALSA. Particleboard: ANSI A208.1; Composed of wood chips, sawdust, or flakes of medium density,

made with waterproof resin binders; of grade to suit application; sanded faces.2.03 HARDWARE

A. Hardware: Comply with BHMA A156.9.2.04 FABRICATION

A. Shop assemble work for delivery to site, permitting passage through building openings.PART 3 EXECUTION3.01 INSTALLATION

A. Install work in accordance with AWI/AWMAC/WI (AWS) requirements for grade indicated.B. Set and secure materials and components in place, plumb and level.C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use

additional overlay trim to conceal larger gaps.END OF SECTION 06 20 00

117213 / Alta High Storage Shed 06 41 00 - 1 ARCHITECTURAL WOODCASEWORK

SECTION 06 41 00ARCHITECTURAL WOOD CASEWORK


A. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, andaccessories.

PART 2 PRODUCTS2.01 WOOD-BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.2.02 COUNTERTOPS

A. See drawings and details for work bench material.2.03 ACCESSORIES

A. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanizedor chrome-plated finish in concealed locations and stainless steel or chrome-plated finish inexposed locations.

2.04 SHOP FINISHINGA. Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -

Finishing for grade specified and as follows:1. Transparent:

a. System - 1, Lacquer, Nitrocellulose.b. Sheen: Flat.


A. Set and secure countertop in place, assuring that it is rigid, plumb, and level.END OF SECTION 06 41 00

POLYVINYL-CHLORIDE (PVC) ROOFING 075419 - 1

ROOFING SPECIFICATIONS

INDUCTION WELDED MEMBRANE

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 PERFORMANCE REQUIREMENTS

A. General Performance: Installed membrane roofing and base flashings shall withstand specified

uplift pressures, thermally induced movement, and exposure to weather without failure due to

defective manufacture, fabrication, installation, or other defects in construction. Membrane

roofing and base flashings shall remain watertight.

B. Material Compatibility: Provide roofing materials that are compatible with one another under

conditions of service and application required, and demonstrated by membrane roofing

manufacturer based on testing and field experience.

C. Roofing System Design: Provide membrane roofing system that is identical to systems that have

been successfully tested by a qualified testing and inspecting agency to resist uplift pressure

calculated according to ASCE/SEI 7.

D. FM Approvals Listing: Provide membrane roofing, base flashings, and component materials that

comply with requirements in FM Approvals 4450 and FM Approvals 4470 as part of a

membrane roofing system. Identify materials with FM Approvals markings.

1. Fire/Windstorm Classification: Class 1A-90.

E. Energy Performance: Provide roofing system that is listed on the DOE’s ENERGY STAR “Roof

Products Qualified Product List” for low-slope roof products.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: For roofing system. Include plans, elevation, sections, details, and attachments

to other work.

1. Base flashings and membrane terminations.

C. Samples for Verification: For the following products:

1. Sheet roofing, of color specified, including T-shaped side and end lap seam.

2. Walkway pads.

3. Two roof cover fasteners of each type, length, and finish.

D. Qualification Data: For qualified Installer and manufacturer.

E. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system

complies with requirements specified in “Performance Requirements” Article.

1. Submit evidence of compliance with performance requirements.

F. Product Test Reports: Based on evaluation of comprehensive test performed by manufacturer

and witnessed by a qualified testing agency, for components of membrane roofing system.

G. Research/Evaluation Reports: For components of membrane roofing system, from the ICC-ES.


H. Maintenance Data: For roofing system to include in maintenance manuals.

I. Warranties: Sample of special warranties.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A qualified manufacturer that is UL listed for membrane roofing

system identical to that used for this Project.

B. Installer Qualifications: Installer shall have five (5) years minimum experience installing the

proposed membrane with an elite status with manufacture, unless prior approval from Architect,

Owner, and General Manager has been made.

C. Owner’s inspections and expectations to be followed throughout roofing system’s installation.

D. Source Limitations: Obtain components including fasteners for membrane roofing system

approved by Owner and or membrane roofing manufacturer.

E. Exterior Fire-Test Exposure: ASTM E 108, Class A; for application and roof slopes indicated,

as determined by testing identical membrane roofing materials by a qualified testing agency.

Materials shall be identified with appropriate markings of applicable testing agency.

F. Roof Assembly:

1. Roof assemblies shall satisfy the following: a. Class A roof assembly per Underwriters Laboratories, Inc. Northbrook, IL.

b. Class 1-90 uplift per Factory Mutual Research Corporation - Norwood, MA.

c. Platinum sustainability level per NSF/ANSI 347 certification.

d. 10% membrane recycling content per U.L Environment ‘Claims Validation’.

G. Pre-installation Roofing Conference: Conduct conference at Project site.

SCHEDULE 1 - Meet with Owner, Architect, Owner’s insurer if applicable, testing and inspecting

agency representative, roofing installer, roofing system manufacturer’s representative, deck installer, and

installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-

mounted equipment.

SCHEDULE 2 - Review methods and procedures related to roofing installation, including manufacturer’s

written instructions.

SCHEDULE 3 - Review and finalize construction schedule and verify availability of materials, Installer’s

personnel, equipment, and facilities needed to make progress and avoid delays.

SCHEDULE 4 - Examine deck substrate conditions and finishes for compliance with requirements,

including flatness and fastening.

SCHEDULE 5 - Review structural loading limitations of roof deck during and after roofing.

SCHEDULE 6 - Review base flashings, special roofing details, roof drainage, roof penetrations,

equipment curbs, and condition of other construction that will affect roofing system.

SCHEDULE 7 - Review governing regulations and requirements for insurance and certificates if

applicable.

SCHEDULE 8 - Review temporary protection requirements for roofing system during and after

installation.

SCHEDULE 9 - Review roof observation and repair procedures after roofing installation.


1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled

with manufacturer’s name, product brand name and type, date of manufacture, approval or listing

agency markings, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged containers in a clean, dry, protected location

and within the temperature range required by roofing system manufacturer. Protect stored liquid

material from direct sunlight.

1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf

life.

C. Handle and store roofing materials and place equipment in a manner to avoid permanent

deflection of deck.

1.6 PROJECT CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecasted weather

conditions permit roofing system to be installed according to manufacturer’s written instructions

and warranty requirements.

1.7 WARRANTY

A. Special Warranty: Manufacturer’s standard or customized form, without monetary limitation, in

which manufacturer agrees to repair or replace components of membrane roofing system that fail in

materials or workmanship within specified warranty period.

1. No exclusions for ponding water.

2. Special warranty includes membrane roofing, base flashings, fasteners, substrate board, roofing

accessories, and other components of membrane roofing system.

3. Warranty Period: 30 years from date of Substantial Completion.

B. Special Project Warranty: Submit Roofing Installer’s warranty, on warranty form approved by

Owner, signed by Installer, covering the Work of this Section, including all components of

membrane roofing system such as membrane roofing, base flashing, fasteners, substrate boards,

and walkway products, for the following warranty period:

1. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PVC MEMBRANE ROOFING

A. PVC Sheet: ASTM D 4434, Type lll, fabric reinforced. Membrane must be manufactured by the

company supplying the warranty (no private labeling) with a minimum successful track record of

producing pvc roofing membrane for 25 years. Two local roof examples must be provided.

Membrane must be able to physically be walked and inspected by a Canyons School District

representative along with documentation of the authenticity of said successful track record, and

be located in the same geographical region as the project that said membrane would be installed

on. Membrane should not have any significant formulation changes within said successful track

record. In order to comply with the successful track record bidders will be required to submit,

with their bid, a list of buildings in the Intermountain area on which their proposed single ply

PVC roof has been installed. The address of the building(s) and name owner(s) and contact(s) is

required.

1. Provide a balanced PVC membrane with a guaranteed minimum membrane thickness meeting

the above and below requirements.


2. Base Bid: 80 mils minimum roof membrane, with minimum of 38 mils above reinforcing.

2.2 AUXILIARY MEMBRANE ROOFING MATERIALS

A. General: Auxiliary membrane roofing materials recommended by roofing system manufacturer

for intended use, and compatible with membrane roofing.

1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having

jurisdiction.

B. Sheet Flashing: Manufacturer’s standard sheet flashing of same material, type, thickness, and

color, as PVC roof membrane.

C. Bonding Adhesive: Manufacturer’s standard.

D. Metal Termination Reglet Bars: Manufacturer’s standard, predrilled stainless-steel or aluminum

bars, approximately 2 ¼" by 1/8 inch thick, C shaped with a sealant shelf; with anchors. Flat

termination bar is not permitted.

E. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-

resistance provisions in FM Approvals 4470, designed for fastening membrane to substrate, and

acceptable to membrane roofing system manufacturer.

F. Coated Metal Flashings: Manufacturer’s standard coated metal flashings in thickness as

recommended by manufacturer for indicated use and complying with performance requirements,

but with metal thickness not less than 0.028 inches.

G. Miscellaneous Accessories: Provide cone and vent sheet flashings, inside and outside corner

sheet flashings, T-joint covers, termination reglets, and other accessories.

2.3 INSULATION MATERIALS AND HARDBOARD

A. Roof Insulation: Rigid polyisocyanurate with coated glass mat facers 4’x 8’ installed in equal

multiple layers to comply with local r-value. ASTM C 1289, Type II ,Class 1, Grade 2 (20 psi)

1. R-Value: R-30 as required to satisfy local energy code.

B. Rigid Polyisocyanurate coated glass board insulation: Where tapered insulation, crickets,

saddles, tapered edge strips, or other insulation shapes are indicated provide rigid

polyisocyanurate thermal insulation. Expanded Polystyrene (EPS) is not permitted.

C. Cover Board: ASTM C 1177/C117 M, water resistant gypsum substrate board, ½ inch thick to be Dens Deck o r Se c u r o c k .

D. Sloped drain sumps shall be constructed out of factory pre tapered polyisocyanurate Q panels.

E. Positive drainage is to be obtained in entire sump area. There shall be no standing water in the

drain sump areas. See plans for tapered drain detail.

F. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-

resistance provisions in FM Approvals 4470, designed for fastening substrate board to roof deck.

2.4 WALKWAYS

A. Flexible Walkways: Factory-formed, heavy-duty, slip-resisting, surface-textured walkway pads,

approximately 3/16 inch thick and acceptable to membrane roofing system manufacturer.

1. Size: 3'-0" wide by lengths indicated or as graphically shown on the roof plans.

2. Provide around roof access hatch, at high roof drip edge and around mechanical equipment

as indicated on the drawings.

2.5 EXPANSION JOINT COVERS

A. Provide metal expansion joint covers compatible with transition if applicable where an addition

connects to the existing building.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with the

following requirements and other conditions affecting performance of roofing system:

1. Verify that roof openings and penetrations are in place and curbs are set and braced.

2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at

penetrations.

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

3.2 PREPARATION

A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation

according to roofing system manufacturer’s written instructions. Remove sharp projections.

B. Prevent materials from spilling or migrating onto surfaces of other construction.

C. Complete terminations and base flashings and provide temporary seals to prevent water from

entering completed sections of roofing system at the end of the workday or when rain is in the

forecast. Remove and discard temporary seals before beginning work on adjoining roofing.

D. Do not begin installation in inclement weather and lonely install as much insulation in a day as

can be covered with the roof membrane.

3.3 INSULATION BOARDS/DRAINS

A. Install insulation board with long joints in continuous straight lines, perpendicular to roof slopes

with end joints staggered between rows. Tightly butt insulation boards together.

B. Install second layer with end and side joints offset one-foot minimum from joints in first layer.

C.

Positive drainage is to be obtained in entire drain sump area. There shall be no standing water in

the drain sump areas. See plans for tapered drain detail.

3.4 INDUCTION WELDED ROOFING INSTALLATION

A. Induction weld attached system (Rhino-Bond): Roll out and position roof membrane with laps

shingled where ever possible. Test weld membrane to Rhinobond plates to ensure proper time

and temperature calibration. Locate Rhino-Bond plates then induction weld membrane to Rhino-

Bond plates. Once the membrane has been secured by Rhinobond welds and will not move, a

technician should start hot air welding lapping membrane seams with automatic welder.

3.5 BASE AND PENETRATION FLASHING INSTALLATION

A. Install sheet membrane flashings and flashing accessories and adhere to substrates according to

membrane roofing system manufacturer’s written instructions. Ensure membrane flashing

thickness is the same thickness as roof membrane (80 mils as specified). Install T joint

membrane cover patches as required. Pipe boots shall be field flashed using same

membrane thickness as required in the roof membrane.

B. Flashing membrane to be extended over and down the wall 2” past existing wood nailer.

C. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to

partially dry. Do not apply adhesive to seam area of flashing.

D. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet

flashing.

E. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side

and end laps to ensure a watertight seam installation.

F. Terminate and seal top of sheet flashings with a C shaped reglet bar with a sealant shelf.


3.6 WALKWAY INSTALLATION

A. Flexible Walkways: Install walkway products in locations indicated. Heat weld to substrate or

adhere walkway products to substrate with compatible adhesive according to roofing system

manufacturer’s written instructions.

1. Install walkways around all sides of mechanical rooftop equipment, at roof access hatches and

under eaves of high roof along drip line.

3.7 FIELD QUALITY CONTROL

A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.

B. In Progress Inspections: Owner will require a qualified manufacturer’s representative to perform

tests and inspections with a weekly inspection during period of installation and a final inspection

upon completion. Written inspection reports to be provided to Owner.

C. Owner’s inspections and expectations to be followed throughout roofing system’s installation.

D. Repair or remove and replace components of membrane roofing system where inspections

indicate that they do not comply with specified requirements.

E. Additional inspections, at contractor’s expense, will be performed to determine compliance of

replaced or additional work with specified requirements.

3.8 PROTECTING AND CLEANING

A. Protect membrane roofing system from damage and wear during remainder of construction

period. When remaining construction will not affect or endanger roofing, inspect roofing for

deterioration and damage, describing its nature and extent in a written report, with copies to

Architect and Owner.

B. Correct deficiencies in or remove membrane roofing system that does not comply with

requirements; repair substrates; and repair or reinstall membrane roofing system to a condition

free of damage and deterioration at time of Substantial Completion and according to warranty

requirements.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures

recommended by manufacturer of affected construction.

END OF SECTION 075419

117213 / Alta High Storage Shed 07 62 00 - 1 SHEET METAL FLASHING ANDTRIM

SECTION 07 62 00SHEET METAL FLASHING AND TRIM


A. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods,flashings, terminations, and installation details.

1.02 QUALITY ASSURANCEA. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and

standard details, except as otherwise indicated.PART 2 PRODUCTS2.01 SHEET MATERIALS

A. Pre-Finished Aluminum: ASTM B209 (ASTM B209M); 20 gage (0.032 inch) thick; plain finishshop pre-coated with modified silicone coating.1. Modified Silicone Polyester Coating: Pigmented Organic Coating System, AAMA 2603;

baked enamel finish system.2. Color: As selected by Architect from manufacturer's standard colors.

2.02 ACCESSORIESA. Fasteners: Galvanized steel, with soft neoprene washers.B. Primer: Zinc chromate type.C. Sealant to be Concealed in Completed Work: Non-curing butyl sealant.D. Sealant to be Exposed in Completed Work: ASTM C920; elastomeric sealant, 100 percent

silicone with minimum movement capability of plus/minus 25 percent and recommended bymanufacturer for substrates to be sealed; clear.

E. Plastic Cement: ASTM D4586/D4586M, Type I.2.03 FABRICATION

A. Form sections true to shape, accurate in size, square, and free from distortion or defects.B. Form pieces in longest possible lengths.


A. Secure flashings in place using concealed fasteners. Use exposed fasteners only wherepermitted.

B. Seal metal joints watertight.END OF SECTION 07 62 00

117213 / Alta High Storage Shed 07 92 00 - 1 JOINT SEALANTS

SECTION 07 92 00JOINT SEALANTS


A. Product Data for Accessory Products: Submit manufacturer's technical data sheet for eachproduct to be used, including physical characteristics, installation instructions, andrecommended tools.

PART 2 PRODUCTS2.01 JOINT SEALANT APPLICATIONS

A. Scope:1. Exterior Joints: Seal open joints, whether or not the joint is indicated on the drawings,

unless specifically indicated not to be sealed. Exterior joints to be sealed include, but arenot limited to, the following items.a. Wall expansion and control joints.b. Joints between door, window, and other frames and adjacent construction.c. Joints between different exposed materials.d. Openings below ledge angles in masonry.e. Other joints indicated below.

2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interiorjoints to be sealed include, but are not limited to, the following items.a. Joints between door, window, and other frames and adjacent construction.b. Other joints indicated below.

3. Do not seal the following types of joints.a. Intentional weepholes in masonry.b. Joints indicated to be treated with manufactured expansion joint cover or some other

type of sealing device.c. Joints where sealant is specified to be provided by manufacturer of product to be

sealed.d. Joints where installation of sealant is specified in another section.e. Joints between suspended panel ceilings/grid and walls.

B. Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise indicated.C. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated.

1. Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant.2.02 ACCESSORIES

A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to,compatible with specific sealant used, and recommended by backing and sealantmanufacturers for specific application.

B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to andrecommended by tape and sealant manufacturers for specific application.


A. Perform work in accordance with sealant manufacturer's requirements for preparation ofsurfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.C. Install bond breaker backing tape where backer rod cannot be used.D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without

getting sealant on adjacent surfaces.

117213 / Alta High Storage Shed 07 92 00 - 2 JOINT SEALANTS

E. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tapeimmediately after tooling sealant surface.


117213 / Alta High Storage Shed 08 11 13 - 1 HOLLOW METAL DOORS ANDFRAMES

SECTION 08 11 13HOLLOW METAL DOORS AND FRAMES


A. Product Data: Materials and details of design and construction, hardware locations,reinforcement type and locations, anchorage and fastening methods, and finishes.

B. Shop Drawings: Details of each opening, showing elevations, frame profiles, and any indicatedfinish requirements.

1.02 DELIVERY, STORAGE, AND HANDLINGA. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified

requirements.PART 2 PRODUCTS2.01 DESIGN CRITERIA

A. Requirements for Hollow Metal Doors and Frames:1. Steel used for fabrication of doors and frames shall comply with one or more of the

following requirements; Galvannealed steel conforming to ASTM A653/A653M, cold-rolledsteel conforming to ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steelconforming to ASTM A1011/A1011M, Commercial Steel (CS) Type B for each.

2. Accessibility: Comply with ICC A117.1 and ADA Standards.3. Exterior Door Top Closures: Flush end closure channel, with top and door faces aligned.4. Door Edge Profile: Manufacturers standard for application indicated.5. Typical Door Face Sheets: Flush.6. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and

NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordancewith specified requirements.

2.02 HOLLOW METAL DOORSA. Exterior Doors: Thermally insulated.

1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).a. Level 3 - Extra Heavy-duty.b. Physical Performance Level A, 1,000,000 cycles; in accordance with ANSI/SDI

A250.4.c. Model 1 - Full Flush.d. Door Face Metal Thickness: 16 gage, 0.053 inch, minimum.

2. Door Thermal Resistance: R-Value of 6.0 minimum, for installed thickness of polystyrene.3. Door Thickness: 1-3/4 inch, nominal.

2.03 HOLLOW METAL FRAMESA. Comply with standards and/or custom guidelines as indicated for corresponding door in

accordance with applicable door frame requirements.B. Exterior Door Frames: Full profile/continuously welded type.

1. Frame Metal Thickness: 16 gage, 0.053 inch, minimum.2. Weatherstripping: Separate, see Section 08 71 00.

2.04 FINISHESA. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.


A. Install doors and frames in accordance with manufacturer's instructions and relatedrequirements of specified door and frame standards or custom guidelines indicated.

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117213 / Alta High Storage Shed 08 11 13 - 2 HOLLOW METAL DOORS ANDFRAMES

B. Coordinate frame anchor placement with wall construction.END OF SECTION 08 11 13





117213 / Alta High Storage Shed 08 33 23 - 1 OVERHEAD COILING DOORS

SECTION 08 33 23OVERHEAD COILING DOORS


A. Product Data: Provide general construction, electrical equipment, and component connectionsand details.

B. Shop Drawings: Indicate pertinent dimensioning, anchorage methods, hardware locations, andinstallation details.

1.02 QUALITY ASSURANCEA. Products Requiring Electrical Connection: Listed and classified by UL (DIR) as suitable for the

purpose specified and indicated.PART 2 PRODUCTS2.01 COILING DOORS

A. Exterior Coiling Doors: Steel slat curtain.1. Capable of withstanding positive and negative wind loads of 20 psf, without undue

deflection or damage to components.2. Sandwich slat construction with insulated core of foamed-in-place polyurethane insulation;

minimum R-value of 8.1.3. Nominal Slat Size: 2 inches wide x required length.4. Finish: Factory painted, ________ color.5. Guides: Angles; galvanized steel.6. Hood Enclosure: Manufacturer's standard; primed steel.7. Electric operation. 8. Mounting: Surface mounted.

2.02 MATERIALSA. Curtain Construction: Interlocking slats.B. Steel Slats: Minimum thickness, ___ gage, ___ inch; ASTM A653/A653M galvanized steel

sheet.C. Guide Construction: Continuous, of profile to retain door in place with snap-on trim, mounting

brackets of same metal.D. Steel Guides: Formed from galvanized steel sheet, ___ gage, ___ inch thick; ___ inch wide;

complying with ASTM A653/A653M.1. Galvanizing: Minimum G90/Z275 coating.

E. Hood Enclosure: Internally reinforced to maintain rigidity and shape.F. Lock Hardware:

1. For motor operated units, additional lock or latching mechanisms are not required.G. Perimeter Seal:

1. Provide full perimeter seal , all sides of coiling door to prevent intrusion by vermin.2.03 ELECTRIC OPERATION

A. Operator, Controls, Actuators, and Safeties: Comply with UL 325; provide products listed byITS (DIR), UL (DIR), or testing agency acceptable to authorities having jurisdiction.1. Provide interlock switches on motor operated units.

B. Electric Operators:1. Mounting: Side mounted.2. Motor Enclosure:

a. Exterior Doors: NEMA MG 1, Type 4; open drip proof.3. Motor Rating: 3/4 hp; continuous duty.4. Motor Voltage: ____ volt, three phase, 60 Hz.

117213 / Alta High Storage Shed 08 33 23 - 2 OVERHEAD COILING DOORS

5. Motor Controller: NEMA ICS 2, full voltage, reversing magnetic motor starter.6. Controller Enclosure: NEMA 250, Type 1.7. Opening Speed: 12 inches per second.8. Brake: Adjustable friction clutch type, activated by motor controller.9. Manual override in case of power failure.

C. Control Station: Standard three button (OPEN-STOP-CLOSE) momentary control for eachoperator.1. 24 volt circuit.2. Surface mounted next to door.

D. Safety Edge: Located at bottom of curtain, full width, electro-mechanical sensitized type, wiredto stop operator upon striking object, hollow neoprene covered.


A. Install units in accordance with manufacturer's instructions.B. Fit and align assembly including hardware; level and plumb, to provide smooth operation.C. Coordinate installation of electrical service with Section 26 27 17.D. Complete wiring from disconnect to unit components.


117213 / Alta High Storage Shed 08 71 00 - 1 DOOR HARDWARE

SECTION 08 71 00DOOR HARDWARE

PART 1 GENERAL1.01 ADMINISTRATIVE REQUIREMENTS

A. Convey Owner's keying requirements to manufacturers.1.02 SUBMITTALS

A. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearlyshow products to be furnished for this project.

B. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier.1.03 WARRANTY

A. Provide five year warranty for door closers.PART 2 PRODUCTS2.01 DOOR HARDWARE - GENERAL

A. Provide hardware specified or required to make doors fully functional, compliant with applicablecodes, and secure to the extent indicated.

B. Provide products that comply with the following:1. Applicable provisions of federal, state, and local codes.2. Hardware Preparation for Steel Doors and Steel Frames: BHMA A156.115.

C. Finishes: Provide door hardware of the same finish unless otherwise indicated.1. Primary Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx US26D).2. Secondary Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx

US26D).3. Finish Definitions: BHMA A156.18.4. Exceptions:

a. Where base metal is specified to be different, provide finish that is an appearanceequivalent according to BHMA A156.18.

2.02 LOCKS AND LATCHESA. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking.

1. Hardware Sets indicate locking functions required for each door.2. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated to

have no outside trim.3. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to

have no locking or no outside trim.B. Lock Cylinders: Manufacturer’s standard tumbler type, seven-pin standard core.C. Keying: Grand master keyed.

2.03 HINGESA. Hinges: Provide hinges on every swinging door.

1. Provide five-knuckle full mortise butt hinges unless otherwise indicated.2. Provide ball-bearing hinges at all doors having closers.3. Provide hinges in the quantities indicated.4. Provide non-removable pins on exterior outswinging doors.

B. Butt Hinges: Comply with BHMA A156.1 and BHMA A156.7; standard weight, unless otherwiseindicated.

2.04 CYLINDRICAL LOCKSETSA. Locking Functions: As defined in BHMA A156.2, and as follows.

1. Always-Locked: F86, key required to lock, may not be left unlocked.2. Always exit.

117213 / Alta High Storage Shed 08 71 00 - 2 DOOR HARDWARE

2.05 CLOSERSA. Closers: Complying with BHMA A156.4.

2.06 GASKETING AND THRESHOLDSA. Gaskets: Complying with BHMA A156.22.

1. On each exterior door, provide weatherstripping gaskets, unless otherwise indicated; top,sides.

2. On each exterior door, provide door bottom sweep, unless otherwise indicated.B. Thresholds: Complying with BHMA A156.21.

1. At each exterior door, provide a threshold unless otherwise indicated.C. Provide bottom sweep seal to prevent intrusion of vermin.

2.07 PROTECTION PLATES AND ARCHITECTURAL TRIMA. Drip Guard: Provide projecting drip guard over all exterior doors unless they are under a

projecting roof or canopy.PART 3 EXECUTION3.01 INSTALLATION

A. Install hardware in accordance with manufacturer's instructions and applicable codes.B. Use templates provided by hardware item manufacturer.

3.02 ADJUSTINGA. Adjust hardware for smooth operation.

HARDWARE SETS4.01 HARDWARE SETS - GENERAL4.02 SWING DOORS -- MAY NOT BE LEFT UNLOCKED

A. HW-01: Always-Locked, Non-Fire-Rated:1. Lockset, Always-Locked.2. Exterior Outswing Doors: Lock Guard.3. Can always exit.


117213 / Alta High Storage Shed 09 90 00 - 1 PAINTING AND COATING

SECTION 09 90 00PAINTING AND COATING

PART 1 GENERAL1.01 SECTION INCLUDES

A. Scope: Finish all interior and exterior surfaces as noted, unless fully factory-finished 1.02 SUBMITTALS

A. Product Data: Provide complete list of all products to be used, with the following information foreach:

B. Samples: Submit three paper "draw down" samples, 8-1/2 by 11 inches in size, illustratingrange of colors available for each finishing product specified.1. Where sheen is specified, submit samples in only that sheen.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Provide all paint and coating products used in any individual system from the samemanufacturer; no exceptions.

2.02 PAINTS AND COATINGS - GENERALA. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.

1. Supply each coating material in quantity required to complete entire project's work from asingle production run.

2. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedureis specifically described in manufacturer's product instructions.

B. Volatile Organic Compound (VOC) Content: 1. Provide coatings that comply with the most stringent requirements specified in the

following:a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for

Architectural Coatings.2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59,

Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water addedat project site; or other method acceptable to authorities having jurisdiction.

2.03 PAINT SYSTEMS - EXTERIORA. Ferrous Metals (Bollards), Primed, Latex, 2 Coat:

1. Touch-up with rust-inhibitive primer recommended by top coat manufacturer.2. Semi-gloss: Two coats of latex enamel; ____.

PART 3 EXECUTION3.01 PREPARATION

A. Clean surfaces thoroughly and correct defects prior to coating application.B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best

result for the substrate under the project conditions.3.02 APPLICATION

A. Apply products in accordance with manufacturer's instructions.B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is

applied.END OF SECTION 09 90 00

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117213 / Alta High Storage Shed 12 36 00 - 1 COUNTERTOPS

SECTION 12 36 00COUNTERTOPS


A. Shop Drawings: Complete details of materials and installation.PART 2 PRODUCTS2.01 COUNTERTOPS

A. Wood Countertops: One-piece, glued-laminated under pressure.1. Thickness: 5 1/2 inch thick, minimum.2. Construction (Butcher Block): Maximum 1/2 inch thick strips glued perpendicular to

surface.3. Species: Maple; clear grade.4. Exposed Edges: Rounded to approximately 3/8 inch radius.5. Finish: Sanded smooth; two coat boiled linseed oil rubbed in with 48 hours between coats.6. Brackets: Metal brackets, 2" wide, 3/8" thick.

2.02 FABRICATIONA. Fabricate top in the largest sections practicable, with top surface of joints flush.B. Wall-Mounted Counters: Provide brackets and braces as indicated on drawings, finished to

match.PART 3 EXECUTION3.01 INSTALLATION

A. Securely attach countertops to cabinets using concealed fasteners. Make flat surfaces level;shim where required.


117213 / Alta High Storage Shed 32 12 16 - 1 ASPHALT PAVING

SECTION 32 12 16ASPHALT PAVING

PART 1 GENERAL1.01 PERFORMANCE REQUIREMENTS

A. Design paving and subbase for patching parking area.PART 2 PRODUCTS2.01 MATERIALS

A. Match existing material, asphalt, and base.2.02 ASPHALT PAVING MIXES AND MIX DESIGN

A. Use dry material to avoid foaming. Mix uniformly.PART 3 EXECUTION3.01 PLACING ASPHALT PAVEMENT - SINGLE COURSE

A. Place asphalt within 24 hours of applying primer or tack coat.END OF SECTION 32 12 16

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