HomeMy WebLinkAboutplan-plans-02_SP.1 Arch Specifications.PDFSECTION 033000 - CAST-IN-PLACE CONCRETE
1.1 REFERENCES
A. Other useful publications about integrally colored concrete include:
1. PCA PA124 - Finishing Concrete Slabs with Color and Texture.
2. PCA SP021 - Color and Texture in Architectural Concrete.
1.2 SUBMITTALS
A. Product Data: Submit manufacturer's complete technical data sheets for the following:
1. Colored admixture.
2. Curing compound.
B. Design Mixes: For each type of integrally colored concrete.
1.3 QUALITYASSURANCE
A. Quality Standard: ACI 301.
B. Mockups to demonstrate typical joints, surface finish, texture, color, tolerances, floor treatments, and standard of workmanship.
1.4 PROJECT CONDITIONS
A. Integrally Colored Concrete Environmental Requirements:
1. Schedule placement to minimize exposure to wind and hot sun before curing materials are applied.
2. Protect fresh concrete from moisture and freezing.
3. Comply with professional practices described in ACI 305R and ACI 306R.
B. Schedule delivery of concrete to provide consistent mix times from batching until discharge. Mix times shall meet manufacturer's written recommendations.
1.5 PRODUCTS
A. Form facing materials.
B. Steel Reinforcement:
1. Reinforcing Bars: Deformed.
2. Welded Wire Reinforcement: Plain.
C. Concrete Materials:
1. Portland Cement: ASTM C 150, Type I/II, gray. No fly ash in colored concrete.
2. Aggregate: Normal weight, ASTM C 33, Class 5S coarse aggregate or better, graded. 1 inch nominal.
3. Water: ASTM C 94 and potable.
1.6 CONCRETE MIXTURES
A. Portland Cement Replacement: Use fly ash, ground granulated blast-furnace slag, and silica fume to reduce portland cement by 40 percent.
1. For colored concrete, straight cement is required, no fly ash, and slag are to be used.
B. Compressive Strength (28 Days):
1. Slabs-on-Grade: 4000 psi (27.6 MPa).
C. Minimum Cement Content
1. Minimum Cementitious Materials Content: 600 Ib/cu. yd.
2. For tinted concrete: 5 sacks per cubic yard of concrete or per manufacture's requirements.
D. Slump Limit: 4 inches, plus or minus 1 inch.
E. Additional Tinted Concrete Requirements:
1. Do not add calcium chloride to mix as it causes mottling and surface discoloration.
2. Supplemental admixtures shall not be used unless approved by manufacturer.
3. Do not add water to the mix in the field.
4. Add colored admixture to concrete mix according to manufacturer's written instructions.
1.7 ADMIXTURES
A. Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, free of carbon black, nonfading, and resistant to lime and other alkalis.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Scofield, L. M. Company, CHROMIX P and CHROMIX ML Admixtures, 630-377-5959.
b. Davis Colors, Mix-Ready.
c. Lambert Corporation, LAMBCO COLOR.
2. Color: As selected by Architect from manufacturer's full range. _
B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water soluble chloride ions exceeding those permitted
in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.
1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
2. Retarding Admixture: ASTM C 494/C 494M, Type B.
3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.
4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.
5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.
6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1 017M, Type II.
1.8 CURING MATERIALS
A. Curing and Sealing Compound: Curing and sealing compound shall comply with ASTM C309 and be of same manufacturer as colored admixture, for use with inteqrally colored
concrete.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Colorcure Concrete Sealer; L.M. SCOFIELD COMPANY.
b. Corresponding to other manufactures, submit product data recommended by the manufacture.
2. Sealer type: As selected by Architect from manufacturer's sample submittals.
1.9 FLOOR WAX / SEALER for integral color concrete
A. Floor wax and sealer product shall be compatible with the curing compound manufactures requirements.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Corresponding to Scofield is Johncrete SuperiorAdhesion Sealer and Carefree Floor Sealer.
1.10 JOINT SEALANT
A. Sealant used at expansion and control joints in the slab.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Tremco,
1. Dymonic FC, one of limited15 colors to match concrete.
2. Dymeric 240 (FC), one of 70 colors to match concrete. Required when Dymonic FC will not match color based on Architect's review.
b. Sika,
1. SikaflexO 1 a, one of limited 6 colors to match concrete.
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2. SikaflexO 2c SL one of man colors to match concrete.. Re uired when SikaflexO 1 a will not match color based on Architect s review.
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1.11 INSTALLATION
A. Floor and Slab Finishes:
Uncolored 1 Scratch: Surfaces to receive mortar-setting beds for bonded cementitious floor finishes.
Uncolored 2 Trowel: Surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage
membrane.
Uncolored 3 Trowel and Fine-Broom: See Room Finish Plan and Schedules. Surfaces to be covered with ceramic or quarry tile to be installed by
either thickset or thin-set method.
Colored 4 Swirl: Float concrete. Work float flat on surface using pressure in swirling manner to produce series of uniform ares and twists. Use
aluminum or magnesium float to produce medium texture.
Colored 5 Trowel: Precautions should be taken to ensure that the surface is uniformly troweled so that it will not be slippery. Do not over-
trowel or burnish the surface.
Colored 6 Power Trowel: Precautions should be taken to ensure that the surface is uniformly troweled so that it will not be slippery. Intent of
power trowel in this finish is to allow some burnishing in the surface.
Colored 7 Dry-Shake Floor Hardener: See Room Finish Plan and Schedules.
Colored 8 Polished Concrete: Grade (Cut level) Class (Shine level)
I (Cream Finish) I (Low Reflectivity)
II (Salt & Pepper Finish) II (Medium Reflectivity)
III (Aggregate Finish) III (High Reflectivity)
Note - Polished concrete finish coat. At a distance of 100 feet, the floor will reflect images from side lighting. Apply two applications of SCOFIELDO Finish Coat.
B. CURING
1. Integrally Colored Concrete: Apply curing and sealing compound for integrally colored concrete according to manufacturer's instructions using manufacturer's recommended
a lication techni ues. A I first curin and sealin com ound at consistent time for each our to maintain close color consistenc . A I a second a lication �ust rior to the Tenant
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move-in or when approved with Architect and agreed upon with Tenant and contractor.
a. Curing compound shall be same color as the colored concrete and supplied by same manufacturer of the colored admixture.
b. Precautions shall be taken in hot weather to prevent plastic cracking resulting from excessively rapid drying at surface as described in CIP 5 Plastic Shrinkage Cracking
published by the National Ready Mixed Concrete Association.
c. Do not cover concrete with plastic sheeting.
C. FLOOR WAX (For Integrally Colored Concrete)
1. Apply initial wax coat after final curing and sealing compound according to manufacturer's instructions using manufacturer's recommended application techniques.
a. Provide waxing instructions and training to the Tenant for on-going maintenance of the floor system.
1.12 FIELD QUALITY CONTROL
A. Special Inspections: By Owner-engaged special inspector.
END OF SECTION 033000
SECTION 05 40 00 - COLD-FORMED METAL FRAMING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Interior load-bearing wall framing.
2. Interior wall framing.
3. Floor joist framing.
B. Related Sections include the following:
1. Division 09 Section "Non-Structural Metal Framing" for interior non-load-bearing, metal-stud framing and ceiling-suspension assemblies.
1.2 PERFORMANCE REQUIREMENTS
A. Structural Performance: Provide cold-formed metal framing capable of withstanding design loads within limits and under conditions indicated.
1. Design Loads: As indicated construction drawings.
2. Deflection Limits: Design framing systems to withstand design loads without deflections greater than the following:
a. Interior Load-Bearing Wall Framing: Horizontal deflection of 1/600 of the wall height.
b. Interior NLB Wall Framing: Horizontal deflection of 1/360 of the wall height under a horizontal load of 5 Ibf/sq. ft.
c. Ceiling Joist Framing: Vertical deflection of 1/360 of the span.
d. Floor Joist Framing: Vertical deflection of 1/360 of the span.
3. Design framing systems to provide for movement of framing members without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or
other detrimental effects when subject to a maximum ambient temperature change of 120 deg F.
4. Design framing system to maintain clearances at openings, to allow for construction tolerances, and to accommodate live load deflection of primary building structure as follows:
a. Upward and downward movement of 1 inch.
B. Cold-Formed Steel Framing, General: Design according to AISI's "Standard for Cold-Formed Steel Framing - General Provisions."
1. Headers: Design according to AISI's "Standard for Cold-Formed Steel Framing - Header Design."
1.3 SUBMITTALS
A. Product Data: For each type of cold-formed metal framing product and accessory indicated.
B. Shop Drawings: Show layout, spacings, sizes, thicknesses, and types of cold-formed metal framing; fabrication; and fastening and anchorage details, including mechanical fasteners. Show
reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work.
1. For cold-formed metal framing indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their
preparation.
C. Welding certificates.
1.4 QUALITYASSURANCE
A. Engineering Responsibility: Preparation of Shop Drawings, design calculations, and other structural data by a qualified professional engineer.
B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering
services of the kind indicated. Engineering services are defined as those performed for installations of cold-formed metal framing that are similar to those indicated for this Project in material,
design, and extent.
C. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code--Steel," and AWS D1.3, "Structural Welding Code--Sheet Steel."
D. Fire-Test-Response Characteristics: Where indicated, provide cold-formed metal framing identical to that of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting
agency acceptable to authorities having jurisdiction.
E. AISI Specifications and Standards: Comply with AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members" and its "Standard for Cold-Formed Steel
Framing - General Provisions."
1. Comply with AISI's "Standard for Cold-Formed Steel Framing - Header Design."
F. Installer Qualifications: Installer experienced in performing work of this section who has specialized in installation of work similar to that required for this project.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide cold-formed metal framing by one of the following:
1. Clark Steel Framing.
2. Dietrich Metal Framing; a Worthington Industries Company.
3. Innovative Steel Systems.
2.2 MATERIALS
A. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so post-consumer recycled content plus one-half of pre-consumer recycled content
is not less than 25 percent.
B. Steel Sheet: ASTM A 1003, Structural Grade, Type H, metallic coated, of grade and coating weight as follows:
1. Grade: ST33H, Class 1 or 2.
2. Coating: G60 or equivalent.
C. Steel Sheet for Vertical Deflection Clips: ASTM A 653, structural steel, zinc coated, of grade and coating as follows:
1. Grade: 50, Class 1 or 2.
2. Coating: G60.
2.3 INTERIOR WALL FRAMING
A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows:
1. Minimum Base-Metal Thickness: 0.0428 inch.
2. Minimum Flange Width: 1 5/8 inches.
3. Section Properties: Verify with Structural Engineer.
B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, un-punched, with straight flanges, and as follows:
1. Minimum Base-Metal Thickness: Matching steel studs.
2. Flange Width: 1-1/4 inches.
C. Steel Box or Back-to-Back Headers: Manufacturer's standard C-shapes used to form header beams, of web depths indicated, punched, with stiffened flanges, and as follows:
1. Minimum Base-Metal Thickness: 0.0538 inch.
2. Flange Width: 1-5/8 inches.
3. Section Properties: Verify with Structural Engineer.
D. Steel Double-L Headers: Manufacturer's standard L-shapes used to form header beams, of web depths indicated, and as follows:
1. Minimum Base-Metal Thickness: 0.0538 inch.
2. Top Flange Width: 1-5/8 inches.
3. Section Properties: Verify with Structural Engineer.
2.4 CEILING JOIST FRAMING
A. Steel Rafters: Manufacturer's standard C-shaped steel sections, of web depths indicated, un-punched, with stiffened flanges, and as follows:
1. Minimum Base-Metal Thickness: 0.0538 inch.
2. Flange Width: 1-5/8 in, minimum.
2.5 FLOOR JOIST FRAMING
A. Steel Joists: Manufacturer's standard C-shaped steel sections, of web depths indicated, un-punched, with stiffened flanges, and as follows:
1. Minimum Base-Metal Thickness: 0.0677 inch.
2. Flange Width: 1-5/8 in, minimum.
3. Section Properties: Verify with Structural Engineer.
2.6 FRAMING ACCESSORIES
A. Fabricate steel-framing accessories from steel sheet, ASTM A 1003, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members.
B. Provide accessories of manufacturer's standard thickness and configuration, unless otherwise indicated, as follows:
1. Supplementary framing.
2. Bracing, bridging, and solid blocking.
3. Web stiffeners.
4. Anchor clips.
5. End clips.
6. Gusset plates.
7. Stud kickers, knee braces, and girts.
8. Joist hangers and end closures.
9. Hole reinforcing plates.
10. Backer plates.
2.7 ANCHORS, CLIPS, AND FASTENERS
A. Steel Shapes and Clips: ASTM A 36, zinc coated by hot-dip process according to ASTM A 123.
B. Anchor Bolts: ASTM F 1554, Grade 36, threaded carbon-steel hex-headed bolts and carbon-steel nuts; and flat, hardened-steel washers; zinc coated by hot-dip process according to
ASTM A 153, Class C.
C. Expansion Anchors: Fabricated from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 5 times design load, as determined by testing perASTM E 488
conducted by a qualified independent testing agency. _
D. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion resistant materials, with capability to sustain, without failure, a load equal to 10
times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency.
E. Mechanical Fasteners: ASTM C 1513, corrosion-resistant-coated, self-drilling, self-tapping steel drill screws.
1. Head Type: Low-profile head beneath sheathing, manufacturer's standard elsewhere.
F. Welding Electrodes: Comply with AWS standards.
2.8 MISCELLANEOUS MATERIALS
A. Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P-21035.
B. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for
placement and hydration.
C. Non-metallic, Non-shrink Grout: Pre-mixed, non-metallic, non-corrosive, non-staining grout containing selected silica sands, portland cement, shrinkage-compensating agents, and
plasticizing and water-reducing agents, complying with ASTM C 1107, with fluid consistency and 30-minute working time.
D. Shims: Load bearing, high-density multi-monomer plastic, non-leaching.
E. Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to match width of bottom track or rim track members.
2.9 FABRICATION
A. Fabricate cold-formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened, according to referenced AISI's specifications and standards,
manufacturer's written instructions, and requirements in this Section.
1. Fabricate framing assemblies using jigs or templates.
2. Cut framing members by sawing or shearing; do not torch cut.
3. Fasten cold-formed metal framing members by welding, screw fastening; clinch fastening, or riveting as standard with fabricator. Wire tying of framing members is not permitted.
a. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.
b. Locate mechanical fasteners and install according to Shop Drawings, with screw penetrating joined members by not less than three exposed screw threads.
4. Fasten other materials to cold-formed metal framing by welding, bolting, or screw fastening, according to Shop Drawings.
B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies to prevent damage or permanent distortion.
C. Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows:
1. Spacing: Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing
or other finishing materials.
2. Squareness: Fabricate each cold-formed metal framing assembly to a maximum out-of-square tolerance of 1/8 inch.
3. Curved Members: Fabricate each cold-formed metal framing assembly to plus or minus 1/8 inch of required ares.
D. Custom form components with compound indents at regular intervals to permit curving to ares and radii indicated on drawings.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Before sprayed fire-resistive materials are applied, attach continuous angles, supplementary framing, or tracks to structural members indicated to receive sprayed fire-resistive materials.
B. After applying sprayed fire-resistive materials, remove only as much of these materials as needed to complete installation of cold-formed framing without reducing thickness of fire-resistive
materials below that are required to obtain fire-resistance rating indicated. Protect remaining fire-resistive materials from damage.
C. Install load bearing shims or grout between the underside of wall bottom track or rim track and the top of foundation wall or slab at stud or joist locations to ensure a uniform bearing surface
on supporting concrete or masonry construction.
D. Install sealer gaskets to isolate the underside of wall bottom track or rim track and the top of foundation wall or slab at stud or joist locations.
3.3 INSTALLATION, GENERAL
A. Cold-formed metal framing may be shop or field fabricated for installation, or it may be field assembled.
B. Install cold-formed metal framing according to AISI's "Standard for Cold-Formed Steel Framing - General Provisions" and to manufacturer's written instructions unless more stringent
requirements are indicated.
C. Install shop- or field-fabricated, cold-formed framing and securely anchor to supporting structure.
1. Screw, bolt, or weld wall panels at horizontal and vertical junctures to produce flush, even, true-to-line joints with maximum variation in plane and true position between fabricated
panels not exceeding 1/16 inch.
D. Install cold-formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened.
1. Cut framing members by sawing or shearing; do not torch cut.
2. Fasten cold-formed metal framing members by welding, screw fastening, clinch fastening, or riveting. Wire tying of framing members is not permitted.
a. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work.
b. Locate mechanical fasteners and install according to Shop Drawings, and complying with requirements for spacing, edge distances, and screw penetration.
E. Install framing members in one-piece lengths unless splice connections are indicated for track or tension members.
F. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. Maintain braces and supports in place,
undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured.
G. Do not bridge building expansion and control joints with cold-formed metal framing. Independently frame both sides of joints.
H. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings.
I. Erection Tolerances: Install cold-formed metal framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows:
1. Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other
finishing materials.
J. Compliance with Manufacturer's Written Data: Comply with all of manufacturer's written data, including product technical bulletins, product catalog installation instructions, product carton
installation instructions, and data sheets.
3.4 INTERIOR WALL INSTALLATION
A. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at spacings as follows:
1. Anchor Spacing: Maximum 32 inches.
B. Squarely seat studs against top and bottom tracks with gap not exceeding of 1/8 inch between the end of wall framing member and the web of track. Fasten both flanges of studs to top and
bottom tracks. Space studs as follows:
1. Stud Spacing: 16 inches, unless noted otherwise.
C. Set studs plumb, except as needed for diagonal bracing or required for non-plumb walls or warped surfaces and similar configurations.
D. Align studs vertically where floor framing interrupts wall-framing continuity. Where studs cannot be aligned, continuously reinforce track to transfer loads.
E. Align floor and framing over studs. Where framing cannot be aligned, continuously reinforce track to transfer loads.
F. Anchor studs abutting structural columns or walls, including masonry walls, to supporting structure as indicated.
G. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. Fabricate headers of compound shapes indicated or required to transfer load to
supporting studs, complete with clip-angle connectors, web stiffeners, or gusset plates.
1. Frame wall o enin s with not less than a double stud at each �amb of frame as indicated on Sho Drawin s. Fasten �amb members to ether to uniforml distribute loads.
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2. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full-height wall studs.
H. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, heavy trim, furnishings, and similar work requiring
attachment to framing.
1. If type of supplementary support is not indicated, comply with stud manufacturer's written recommendations and industry standards in each case, considering weight or load resulting
from item supported.
I. Install horizontal bridging in stud system, spaced as indicated. Fasten at each stud intersection.
1. Bridging: Cold-rolled steel channel welded or mechanically fastened to webs of punched studs with a minimum of 2 screws into each flange of the clip angle for framing members up to
6 inches deep.
J. Install steel sheet diagonal bracing straps to both stud flanges, terminate at and fasten to reinforced top and bottom tracks. Fasten clip-angle connectors to multiple studs at ends of bracing
and anchor to structure.
K. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall-
framing system.
3.5 JOIST INSTALLATION
A. Install perimeter joist track sized to match joists. Align and securely anchor or fasten track to supporting structure at corners, ends, and spacings indicated on Shop Drawings.
B. Install joists bearing on supporting frame, level, straight, and plumb; adjust to final position, brace, and reinforce. Fasten joists to both flanges of joist track.
1. Install joists over supporting frame with a minimum end bearing of 1-1/2 inches.
2. Reinforce ends and bearing points of joists with web stiffeners, end clips, joist hangers, steel clip angles, or steel-stud sections as indicated on Shop Drawings.
C. Space joists not more than 2 inches from abutting walls, and as follows:
1. Joist Spacing: 16 inches.
2. Alignment: Align joists with studs.
D. Frame openings with built-up joist headers consisting of joist and joist track, nesting joists, or another combination of connected joists if indicated.
E. Install joist reinforcement at interior supports with single, short length of joist section located directly over interior support, with lapped joists of equal length to joist reinforcement, or as
indicated on Shop Drawings.
1. Install web stiffeners to transfer axial loads of walls above.
F. Install bridging at intervals indicated on Shop Drawings. Fasten bridging at each joist intersection as follows:
1. Bridging: Joist-track solid blocking of width and thickness indicated, secured to joist webs.
G. Secure joists to load-bearing interior walls to prevent lateral movement of bottom flange.
H. Install miscellaneous joist framing and connections, including web stiffeners, closure pieces, clip angles, continuous angles, hold-down angles, anchors, and fasteners, to provide a complete
and stable joist-framing assembly.
3.6 FIELD QUALITY CONTROL
A. Testing: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports.
B. Field and shop welds will be subject to testing and inspecting.
C. Testing agency will report test results promptly and in writing to Contractor and Architect.
D. Remove and replace work where test results indicate that it does not comply with specified requirements.
E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
3.7 REPAIRS AND PROTECTION
A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer that ensure that cold-formed metal framing is without damage or deterioration at time of
Substantial Completion.
END OF SECTION 05 40 00
SECTION 07 14 16 - COLD FLUID-APPLIED WATERPROOFING
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. Section Includes:
1. Single-component liquid waterproofing.
2. Flashing and reinforcement.
3. Joint and crack treatment coating.
B. Related Section:
1. Division 07 Section "Joint Sealants" for joint-sealant materials and installation.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include manufacturer's written instructions for evaluating, preparing, and treating substrate, technical data, and tested physical and performance
properties of waterproofing.
B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and cracks, sheet flashings, penetrations, inside and outside corners, tie-ins with adjoining
waterproofing, and other termination conditions.
1. Include setting drawings showing layout, sizes, sections, profiles, and joint details of pedestal-supported concrete pavers.
C. Samples: For the following products:
1. Flashing/reinforcement sheet, 10 by 8 inches.
2. Joint and crack treatment coating, 10 by 8 inches.
D. Qualification Data: For Installer.
E. Product Test Reports: For waterproofing, based on evaluation of comprehensive tests performed by a qualified testing agency.
F. Field quality-control reports.
G. Warranty: Sample of special warranty.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: A firm that is approved in writing by the waterproofing manufacturer for installation of waterproofing required for this Project.
B. Source Limitations: Obtain all waterproofing materials including, protection course and molded-sheet drainage panels from single source from single manufacturer.
C. Mockups: If requested by Architect or Owner, before beginning installation, install waterproofing to 100 sq. ft.of deck or wall to demonstrate surface preparation, crack and joint treatment, corner
treatment, thickness, texture, and execution quality.
1. If Architect determines mockups do not comply with requirements, reapply waterproofing until mockups are approved.
2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.
3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Comple tion.
D. Pre-installation Conference: Conduct conference at Project site. All responsible parties are required to attend.
1. Review waterproofing requirements including surface preparation, substrate condition and pretreatment, minimum curing period, forecasted weather conditions, special details and flashings,
installation procedures, testing and inspection procedures, and protection and repairs.
1.5 MANUFACTURER'S REPRESENTATIVE
A. The waterproofing materials manufacturer may delegate a representative to visit the work site at commencement of work.
B. At all times, the contractor shall permit and facilitate access to the site by the manufacturer's representative.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver liquid materials to Project site in original containers with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, shelf life, 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 waterproofing manufacturer.
C. Remove and replace liquid materials that cannot be applied within their stated shelf life.
D. Protect stored materials from direct sunlight.
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1.8
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B.
PROJECT CONDITIONS
Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or
wet substrate.
1. Follow the manufacturers requirements for moisture content in the substrate, air humidity and temperature.
Maintain adequate ventilation during application and curing of waterproofing materials.
The General Contractor shall provide adequate protection of the installed membrane to prevent damage that might arise from work performed by other trades.
Do not allow waste products to come in contact with the waterproof inembrane. Contaminated membrane must be cut out and replaced in accordance with the Approved Details.
WARRANTY
Upon completion of the work, the contractor shall supply the Owner with a single-source warranty issued by the manufacturer of the waterproofing assembly.
The product manufacturer shall issue a written warranty and signed document in the name of the Owner�Ron Brown is checking on the propername of the Owner], certifying the product will
meet all of the physical characteristics published by the manufacturer, for a period of five years, starting from the date of completion of installation of inembranes.
PART 2 - PRODUCTS
2.1 SINGLE-COMPONENT LIQUID MEMBRANE WATERPROOFING
A. Single-Component, Liquid Membrane Waterproofing: Comply with manufacturer's written physical requirements.
1. Products: Subject to compliance with requirements, provide one of the following:
a. Soprema Inc.; R Nova Plus
b. Carlisle Inc.; MiraSEAL
c. Poly Wall Inc.; AIRLOCK FLEX
2.2 AUXILIARY MATERIALS
A. General: Provide auxiliary materials recommended by manufacturer to be compatible with one another and with waterproofing, as demonstrated by waterproofing manufacturer, based on testing
and field experience.
B. Flashing/Reinforcement: Spun-laced high performance polyester reinforcement used at change of plane junctures, penetrations, projections, repairs and seams.
1. Products:
a. Corresponding to the R Nova Plus: Soprema Polyfleece.
b. Corresponding to the MiraSEAL. DHC fabric, CCW 201 cant sealant required to cant up vertical surfaces.
c. Corresponding to the AIRLOCK FLEX: Reinforcement not required, Urethane cant sealant required to cant up vertical surfaces.
C. Joint and Crack Treatment Coating:
1. For cracks in the substrate less than 1/4 inch wide: Water-based single component liquid coating used as insulation adhesive and crack filler. For applications at temperatures above 40
deg. F only.
a. Soprema Alsan Patching Paste ??
b. Corresponding to the MiraSEAL: CCW-201 Sealant
c. Corresponding to the AIRLOCK FLEX: Urethane sealant per manufactures requirements
D. Protection layer. Protect waterproofing with fabric or board as required by the manufacture for this project.
1. Corresponding to the MiraSEAL: CCW-300HV Protection Fabric.
PART 3 - EXECUTION
3.1 GENERAL
A. Work shall be performed on a continuous basis as surface and weather conditions allow.
B. Adjoining surfaces shall be protected against any damage that could result from the waterproofing installation.
3.2 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance.
1. Verify that concrete has cured and aged for minimum time period recommended by waterproofing manufacturer.
2. Verify that substrate is visibly dry and free of moisture.
3. Proceed with installation only after unsatisfactory conditions have been corrected.
3.3 EQUIPMENT
A. Maintain all equipment and tools in good working order.
B. Contact manufacturer's technical department for approved and recommended spray equipment.
3.4 SURFACE PREPARATION
A. Clean and prepare substrate according to manufacturer's written recommendations. Provide clean, dust-free, and dry substrate for waterproofing application.
B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage or overspray affecting other construction.
C. Do not install materials in conditions of rain or snow.
D. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids.
E. Remove grease, oil, bitumen, form-release agents, paints, curing compounds, acid residues, and other penetrating contaminants or film-forming coatings from concrete.
1. Abrasive blast clean concrete surfaces uniformly to expose top surface of fine aggregate according to ASTM D 4259 with a self-contained, re-circulating, blast-cleaning apparatus. Remove
material to provide a sound surface free of laitance, glaze, efflorescence, curing compounds, concrete hardeners, or form-release agents. Remove remaining loose material and clean
surfaces according to ASTM D 4258.
F. Remove fins, ridges, and other projections and fill honeycomb, aggregate pockets, and other voids.
G. Veri the com atibilit of all membrane com onents with curin com ounds coatin s or other materials which are alread installed on the surfaces to be treated.
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3.5 PREPARATION AT TERMINATIONS AND PENETRATIONS
A. Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing and at expansion joints, drains, and sleeves according to manufacturer's written instructions.
B. Prime substrate unless otherwise instructed by waterproofing manufacturer.
3.6 JOINTAND CRACK TREATMENT
A. Prepare, treat, rout, and fill joints and cracks in substrate according to waterproofing manufacturer's written instructions. Remove dust and dirt from joints and cracks, before coating surfaces.
B. Install sheet flashing and bond to deck and wall substrates where indicated or required according to waterproofing manufacturer's written instructions.
3.7 WATERPROOFING APPLICATION
A. Apply waterproofing according to manufacturer's written instructions.
B. The substrate must be clean, solid, and free of debris, grease, and any contaminants that may compromise adhesion.
C. Start installing waterproofing in presence of manufacturer's technical representative.
D. Waterproofing Applications: Apply waterproofing by spray, or roller, per the requirements of the manufacture at a rate required by the manufacture for this project, Refer to details.
1. Apply waterproofing in overlapping passes, to achieve a dry film thickness required by the Construction Documents.
2. Apply waterproofing to porous surfaces in two applications with the first layer applied vertically and the second layer applied horizontally; both layers applied at the required thickness.
3. Verify wet film thickness of waterproofing every 100 sq. ft.
4. Where a fleece reinforcement is required by the manufacture for place junctures, penetrations and projections, apply an even base fleece coat. Embed the fleece coat in this layer and
immediately apply a top fleece coat wet-on-wet (verify with manufacturer) Cut fleece 4" wider at than the angle change, joint or transition in each direction. Ensure that the polyester
reinforcement is fully saturated and does not have voids, fish mouths, trapped air or wrinkles.
5. Do not pre-heat the membrane unless required per manufacturer's written instructions.
3.9 FIELD QUALITY CONTROL
A. The waterproofing contractor and an authorized representative of the membrane manufacturer shall inspect the waterproofing assembly and notify the contractor of any defects. All defects shall be
corrected by the waterproofing contractor per manufacturer's requirements.
3.10 CURING, PROTECTION, AND CLEANING
A. Cure waterproofing according to manufacturer's written recommendations, taking care to prevent contamination and damage during application stages and curing.
1. Do not permit foot or vehicular traffic on unprotected membrane.
B. Protect waterproofing from damage and wear during remainder of construction period.
C. Protect installed board insulation/protection drainage panels from damage due to ultraviolet light, harmful weather exposures, physical abuse, and other causes. Immediately after installation,
provide temporary coverings where insulation will be subject to abuse and cannot be concealed and protected by permanent construction.
D. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.
E. Remove all debris and equipment from site at the completion of work.
END OF SECTION 07 14 16
SECTION 072100 - THERMAL INSULATION for Plaza Sandwich
PART 1 - GENERAL
1.1 SUMMARY
PRODUCT DATA SHEET 1- Section Includes:
1. Foam-plastic board insulation.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. LEED Submittals:
1. Product Data for Credit MR 4: For roducts havin rec cled content documentation indicatin ercenta es b wei ht of ostconsumer and re-consumer rec cled content. Include
p 9 Y , 9p 9 Y 9 p p Y
statement-indicating cost for each product having recycled content.
1.3 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Research/evaluation reports.
PART 2 - PRODUCTS
2.1 FOAM-PLASTIC BOARD INSULATION
A. Molded-Polystyrene Board Insulation: ASTM C 578, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, perASTM E 84.
1. Manufacturers: Subject to compliance with requirements:
a. Plymouth Foam.
b. Dow Chemical Company (The).
c. Owens Corning.
d. Knauf USA.
2. Type I, 10 psi (69 kPa).
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to products and applications indicated.
B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time.
C. Extend insulation to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement.
D. Provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless
multiple layers are otherwise shown or required to make up total thickness.
3.2 INSTALLATION OF BELOW-GRADE INSULATION
A. On horizontal surfaces, loosely lay insulation units according to manufacturer's written instructions. Stagger end joints and tightly abut insulation units.
END OF SECTION 07 21 00
SECTION 07 81 00 - APPLIED FIREPROOFING
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. Concealed SFRM.
2. Exposed SFRM.
3. Exposed intumescent mastic fire-resistive coatings.
B. Related Sections include the following:
1. Division 05 Section "Structural Steel Framing" for surface conditions required for structural steel receiving SFRM.
2. Division 07 Section "Penetration Fireproofing" for fire-resistive-rated firestopping systems.
3. Division 07 Section "Fire-resistive Joint Systems" for fire-resistive rated joint systems.
4. Division 09 Section "High Performance Coatings" for universal metal primer used with exposed intumescent mastic fire-resistive coatings.
1.3 REFERENCES
A. ASTM E 84 - Surface Burning Characteristics of Building Materials.
B. ASTM E 119 - Fire Tests of Building Construction and Materials.
C. ASTM E 136 -(Non-combustibility) Behavior of Materials in a Vertical Tube Furnace at 750 deg C.
D. ASTM E 605 - Thickness and Density of Sprayed Fire-Resistive Materials Applied to Structural Members.
E. ASTM E 736 - Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members.
F. ASTM E 759 - Effect of Deflection of Sprayed Fire-Resistive Materials Applied to Structural Members.
G. ASTM E 760 - Effect of Impact on the Bonding of Sprayed Fire-Resistive Materials Applied to Structural Members.
H. ASTM E 761 - Compressive Strength of Sprayed Fire-Resistive Materials Applied to Structural Members.
I. ASTM E 859 - Air Erosion of Sprayed Fire-Resistive Materials Applied to Structural Members.
J. ASTM E 937 - Corrosion of Steel by Sprayed Fire-Resistive Materials Applied to Structural Members.
1.4 DEFINITIONS
A. Applied fireproofing: SFRM and intumescent mastic fire-resistive coatings.
B. SFRM: Sprayed fire-resistive material.
C. Concealed: Fire-resistive materials applied to surfaces that are concealed from view behind other construction when the Work is completed and have not been defined as exposed.
D. Exposed: Fire-resistive materials applied to surfaces that are exposed to view when the Work is completed, that are accessible through suspended ceilings, that are in elevator shafts and machine
rooms that are in mechanical rooms, that are in air-handling plenums, and that are identified as exposed on Drawings.
E. Intumescent Mastic Coatings: Products for exposed structural-steel members where a thin durable impact and abrasion resistant coating is desired. When exposed to fire, intumescent mastic
coatings expand to form thick, carbonaceous foam that protects the steel by thermally insulating it and shielding it against heat radiation.
1.5 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Structural framing plans indicating the following:
1. Locations and types of surface preparations required before applying SFRM.
2. Extent of SFRM for each construction and fire-resistance rating, including the following:
a. Applicable fire-resistance design designations of a qualified testing and inspecting agency acceptable to authorities having jurisdiction.
b. Minimum thicknesses needed to achieve required fire-resistance ratings of structural components and assemblies.
3. Treatment of SFRM after application.
C. Samples for Initial Selection: For each type of colored, exposed SFRM indicated.
D. Samples for Verification: For each type of colored, exposed SFRM, two Samples, each 4 inches square, of each color, texture, and material formulation to be applied. Where finishes involve
normal color and texture variations, include sample sets showing the full range of variations expected.
E. Product Certificates: For each type of SFRM, signed by product manufacturer.
F. Qualification Data: For Installer, manufacturer, professional engineer, and testing agency.
G. Compatibility and Adhesion Test Reports: From SFRM manufacturer indicating the following:
1. Materials have been tested for bond with substrates.
2. Materials have been verified by SFRM manufacturer to be compatible with substrate primers and coatings.
3. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion.
H. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for proposed SFRM.
I. Research/Evaluation Reports: For SFRM.
J. Field quality-control test and special inspection reports.
K. Warranties: Special warranties specified in this Section.
PEDGOR DESIGN GROUP ��C
Architecture / Project Management:
355 City Center Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINALAND
UNPUBLISHED WORK OF THEARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFICAND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. OO COPYRIGHT 2012
JAMES R. STUTZMAN, AIA, Carmel, Indiana.
STATE RELEASE SET
Issue Date Drawn By Checked By
11.30.12 JDR/DJS JDR
Revisions:
STATE RELEASE SET - 11.30.12
Project Number:
Sheet Title:
Arch Specifications
Sheet Number:
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