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<br />in color, texture, and cornpressive strength and with reinforcing bars indicated or required to support loads indicated.
<br />3.7 FIELD QUALITY CONTROL
<br />A. Owner will engage a qualified independent testing agency to perform field quality -control testing indicated below.
<br />I . Testing Frequency: Tests and Evaluations listed in these subparagraphs will be performed during construction
<br />for each 5000 sq. ft. of wall area or portion thereof.
<br />2. Mortar: Properties will be tested per ASTM C 780.
<br />3. Grout: Sampled and tested for compressive strength per ASTM C 1019.
<br />3.8 PARGING
<br />A. Parge predampened masonry walls, where indicated, with Type S or Type N mortar applied in 2 uniform coats to a
<br />total thickness of 3/4 inch with a steel -trowel finish. Form a wash at top of parging and a cove at bottom. Damp -cure
<br />parging for at least 24 hours.
<br />3.9 CLEANING
<br />A. Clean unit masonry by dry brushing to remove mortar fins and smears before tooling joints, as work progresses.
<br />END OF SECTION 04810
<br />SECTION 05120 - STRUCTURAL STEEL - REFER TO STRUCTURAL PLANS
<br />SECTION 05210 - STEEL JOISTS - REFER TO STRUCTURAL PLANS
<br />SECTION 05310 - STEEL DECK - REFER TO STRUCTURAL PLANS
<br />SECTION 05400 - COLD -FORMED METAL FRAMING - REFER TO STRUCTURAL PLANS
<br />SECTION 05500 - METAL FABRICATIONS
<br />PARTI-
<br />1.1 SUMMARY
<br />A. This Section includes the following:
<br />I . Miscellaneous steel framing and supports.
<br />2. Pipe bollards.
<br />1.2 SUBMITTALS
<br />A. Shop Drawings: Include plans, elevations, sections, details of installation, and attachments to other Work.
<br />B. Templates: For anchor bolts.
<br />PART 2 - PRODUCTS
<br />2.1 METALS
<br />A. Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes.
<br />B. Ferrous Metals:
<br />I . Steel Plates, Shapes, and Bars: ASTNI A 36/A 36M.
<br />2. Stainless -Steel Bars and Shapes: ASTM A 276, Type 304.
<br />3. Rolled -Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or
<br />ASTNI A 283/A 283M, Grade C or D.
<br />.
<br />4. Rolled- Stainless- Steel Floor Plate: ASTM A 793.
<br />5. Steel Tubing: Cold -formed steel tubing complying with ASTM A 500.
<br />6. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless another weight is indicated or required by struc-
<br />tural loads.
<br />7. Slotted Channel Framing: Cold -formed metal channels 1-5/8 by 1-518 inches with flange edges returned
<br />toward web and with 9/16-inch- wide slotted holes in webs at 2 inches o.c. Channels made from galvanized
<br />steel complying with ASTNI A 653/A 653M, structural quality, Grade 33, with G90 coating; 0.079-inch nomi-
<br />nal thickness.
<br />8. Extrusions: ASTM B 221, alloy 6063-T6. I
<br />.
<br />2.2 PAINT
<br />I
<br />A. Shop Primer for Ferrous Metal: Fast -curing, lead- and chromate -free, universal modified -alkyd primer complying
<br />with performance requirements in FS TT-P-664 and compatible with finish paint systems indicated.
<br />2.3 FABRICATION
<br />A. Connections, General: Use connections that maintain structural value of joined pieces.
<br />1. Shear and punch metals cleanly arid accurately. Remove burrs.
<br />1). i I I
<br />Weld corners arid seams continuously. Use materials and methods that minimize distortion and develop strength
<br />and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux
<br />immediately. Finish exposed welds smooth and blended.
<br />3. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes.
<br />4. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible.
<br />Locate Joints where least conspicuous.
<br />B� Miscellaneous Framing and Supports: Fabricate steel frarning and supports that are not a part of structural -steel
<br />frarnework as necessary to complete the Work froni structural steel of welded construction. Cut, drill, and tap units to
<br />receive hardware, hangers, and similar items.
<br />Z�
<br />I . Where indicated to be cast into concrete or built into rnasonry, equip with integrally welded anchors at 24 inches
<br />O.C.
<br />2. Fabricate steel girders for wood frame construction from continuous steel shapes. Where wood nallers are
<br />attached to airders with bolts or lag screws, drill holes at 24 inches o.c.
<br />Zn
<br />3. Fabricate steel pipe columns for supporting wood frame construction with steel baseplates and top plates welded
<br />to pipe with fillet welds the same size as pipe wall thickness.
<br />C. Pipe Bollards: Fabricate from Schedule 40 steel pipe.
<br />PART 3 - EXECUTION
<br />3.1 INSTALLATION .
<br />A. General: Provide anchorage devices and fasteners for securing metal fabrications to in -place construction. Perform
<br />cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location,
<br />i
<br />with edges and surfaces level, plumb, and true.
<br />I . Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or sirni-
<br />far construction.
<br />2. Fit exposed connections accurately together. Weld connections, unless otherwise indicated. Do not weld, cut,
<br />or abrade galvanized surfaces.
<br />B. Set bearing and leveling plates on cleaned surfaces using wedges, shims, or leveling nuts. After bearing mernbers have
<br />been positioned and plumbed, tighten anchor bolts and pack with nonshrink, nonmetallic grout.
<br />END OF SECTION 05500
<br />SECTION 06100 - ROUGH CARPENTRY
<br />PARTI-
<br />1.1 SUMMARY
<br />A. This Section includes the following:
<br />I . Wood blocking.
<br />1)
<br />�. Wood nallers.
<br />3. Wood sheathing.
<br />4. Plywood backing panels.
<br />PART 2 - PRODUCTS
<br />2.1 WOOD PRODUCTS, GENERAL
<br />A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards
<br />Committee Board of Review.
<br />I . Factory rnark each piece of lumber with grade stamp of grading agency.
<br />2. For exposed lumber indicated to receive stained or natural finish, mark grade starnp on end or back of each
<br />piece.
<br />3. Provide dressed lumber, S4S, unless otherwise indicated.
<br />4. Provide dry lumber with 1. 5 percent maximum moisture content at time of dressing for 2-inch nominal thickness
<br />or less, unless otherwise indicated.
<br />B. Wood Structural Panels:
<br />I . FRT Plywood: DOC PS I .
<br />2.2 WOOD -PRESERVATIVE -TREATED MATERIALS
<br />A. Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood), except that lumber that is
<br />not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31
<br />with inorganic boron (SBX).
<br />B. Application: Treat items indicated on Drawings, and the following:
<br />I . Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection
<br />i
<br />with roofing, flashing, vapor barriers, and waterproofing.
<br />2. Wood sills, sleepers, blocUag, furring, stripping, and similar concealed members in Contact with masonry or
<br />concrete.
<br />3. Wood framing members less than 18 inches above grade.
<br />4. Wood floor plates that are installed over Concrete slabs directly in contact with earth.
<br />2.3 FIRE -RETARDANT -TREATED MATERIALS
<br />A. General: Where fire -retardant- treated materials are indicated, provide materials that comply with performance require-
<br />rnents in AWPA C20 (lumber) and AWPA C27 (plywood). Identify fi re -retardant- treated wood with appropriate clas-
<br />sification marking of UL, U.S. Testing, Timber Products Inspection, or another testing arid inspecting agency accept-
<br />able to authorities having jurisdiction. I
<br />Zn
<br />I , Use treatment for which chemical manufacturer publishes physical properties of treated wood after exposure to
<br />elevated temperatures, when tested by a qualified independent testing agency according to ASTM D 5664, for
<br />lumber and ASTM D 5516, for plywood.
<br />2. Use treatment that does not promote corrosion of metal fasteners.
<br />3. Use Exterior type for exterior locations and where indicated.
<br />4. Use Interior Type A High Temperature (HT), unless otherwise indicated.
<br />2.4 DIMENSION LUMBER
<br />A. General: Of grades indicated according to the American Lumber Standards Committee National Grading Rule provi-
<br />sions of the grading agency indicated.
<br />B. Non- Load- Bearing Interior Partitions: Construction, Stud, or No. 2 grade and any of the following species:
<br />I . Mixed southern pine; SPIB.
<br />2. Eastern softwoods; NELMA.
<br />C. Exposed Framing: Hand select material for uniformity of appearance and freedom from characteristics that would
<br />impair finish appearance.
<br />I . Species and Grade: As indicated above for load -bearing construction of same type.
<br />2. Species and Grade: Hem -fir or Hem -fir (north), Select Structural grade; NLGA, WCLIB, or WWPA.
<br />3. Species and Grade: Southern pine, Select Structural No. I grade; SPIB.
<br />4. Species and Grade: Spruce -pine -fir or Spruce -pine -fir (south), Select Structural No. I grade; NELMA, NLGA,
<br />WCLIB, or WWPA.
<br />2.5 SHEATHING
<br />A. Plywood Wall Sheathing: Exterior, Structural I sheathing.
<br />B. Paper -Surfaced Gypsum Wall Sheathing: ASTM C 79/C 79M, with water-resistant material incorporated into core
<br />and with water-repellent paper bonded to core's face, back, and long edges.
<br />I . Manufacturers:
<br />a. American Gypsum Co.
<br />b. G-P Gypsum Corporation.
<br />C. National Gypsum Company.
<br />d. United States Gypsum Co.
<br />2. Type and Thickness: Regular, 1/2 inch and Type X, 5/8 inch thick as indicated oil drawings.
<br />C. Glass -Mat Gypsum Wall Sheathing: ASTM C 1177/C 1177M.
<br />I . Product: Subject to compliance with requirements, provide "Dens -Glass Gold" by G-P Gypsum Corp.
<br />2. Type and Thickness: Regular, 1/2 inch and Type X, 5/8 inch thick as indicated on drawings.
<br />D. Extruded -Polystyrene- Foam Wall Sheathing: ASTNI C 578, Type IV, in manufacturer's standard lengths and widths
<br />with tongue -and -groove or shiplap long edges as standard with manufacturer.
<br />I . Manufacturers:
<br />a. DiversiFoam Products.
<br />b. Dow Chemical Company (The).
<br />C. Owens Corning.
<br />d. Tenneco Building Products,
<br />E. FRT Plywood Roof Sheathing: Exterior sheathing.
<br />2.6 PLYWOOD BACKING PANELS
<br />A. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, fire -retardant treated, in
<br />thickness indicated or, if not indicated, not less than 1/2 inch thick.
<br />2.7 MISCELLANEOUS MATERIALS
<br />A. Fasteners:
<br />1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide
<br />fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M.
<br />2. Power -Driven Fasteners: CABO NER-272.
<br />3. Bolts: Steel bolts complying with ASTNI A 307, Grade A; with ASTM A 563 hex nuts and, where indicated,
<br />flat washers.
<br />B. Metal Framing Anchors: Made from hot -dip, zinc -coated steel sheet complying with ASTM A 653/A 653M, G60
<br />coating designation.
<br />C. Building Paper: Asphalt -saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt), unperfo-
<br />rated.
<br />PART 3 - EXECUTION
<br />.
<br />3.1 INSTALLATION
<br />A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry
<br />to other construction; scribe and cope as needed for accurate fit. Locate [furring,] nailers, blocking, and similar sup-
<br />ports to comply with requirements for attaching other construction.
<br />-
<br />B. Apply field treatment complying with AWPA M4 to cut surfaces of preservative -treated lumber and plywood.
<br />C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the follow-
<br />ing:
<br />1. CABO NER-272 for power -driven fasteners.
<br />2. Published requirements of metal framing anchor manufacturer.
<br />D. Apply bulil-.�g paper horizontally with 2-inch overlap and 6-inch end lap; fasten to sheathing with galvanized staples
<br />or roofing nails. Cover upstanding flashing with 4-inch overlap.
<br />'
<br />E. Apply sheathing tape to joints between sheathing panels and at items penetrating sheathing. Apply at upstanding
<br />flashing to overlap both flashing and sheathing. .
<br />Zn
<br />END OF SECTION 06100
<br />SECTION 07241 - EXTERIOR INSULATION AND FINISH SYSTEMS - CLASS PB
<br />PART]-
<br />1.1 SUMMARY
<br />A. This Section includes Class PB exterior insulation and finish systern (EIFS) applied over CMU or Glass -Mat Gypsurn
<br />Sheathing Board.
<br />1.2 PERFORMANCE REQUIREMENTS
<br />A. Class PB EIFS: Comply with performance characteristics in EIMA's EIMA Guideline Specification for Exterior
<br />Insulation and Finish Systems, Class PB,
<br />I . Impact Resistance: Standard and Ultra -High.
<br />1 Positive arid Negative Wind -Load Performance: Capability to withstand wind loads indicated when tested per
<br />Zn
<br />'
<br />ASTM E 330. Provide test reports indicating compliance with wind load standard of authority having jurisdic-
<br />'
<br />tion over all substrates indicated.
<br />13 SUBN41TTALS
<br />A. Product Data: For each product indicated.
<br />B. Shop Drawings: Include plans, elevations, sections, details, penetrations, terminations, fasteners, arid attachments to
<br />other work.
<br />C. Samples: For each EIFS and for each color and texture required.
<br />D. Field quality -co n trot test reports.
<br />E. Product test reports.
<br />1.4 QUALITY ASSURANCE
<br />A. Installer Qualifications: Certified in writing by EIFS manufacturer to install manufacturer's system using trained
<br />workers.
<br />B. Source Limitations: Obtain EIFS through one source from a single EIFS manufacturer and from sources approved by
<br />EIFS manufacturer as compatible with system components.
<br />.
<br />C. Fire -Test- Response Characteristics: Where indicated, provide EIFS and system components identical to those of
<br />EIFS and system components tested per test method indicated below by UL or another testing and inspecting agency
<br />Z�
<br />acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing and
<br />inspecting agency.
<br />1. Fire -Resistance Characteristics: ASTNI Ell 9.
<br />2. Full -Scale Fire Test: Tested rnockup per ASTM E 108.
<br />3. Radiant Heat Exposure: No ignition of EIFS when tested according to NFPA 268. Surface -Burning Charac-
<br />teristics: Insulation board, adhesives, base coats, and finish coats with flame -spread index of 25 or less and
<br />smoke -developed index of 450 or less, per ASTNI E 84.
<br />D. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and
<br />set quality standards for fabrication and installation.
<br />I . Approved mockups may become part of the completed Work if undisturbed at tirne of Substantial Comple-
<br />tion.
<br />PART 2 - PRODUCTS
<br />2.1 MANUFACTURERS
<br />A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be
<br />incorporated into the Work include, but are not limited to, the following:
<br />B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
<br />I . Dryvit Systems, Inc.
<br />2. Senergy Inc.; SKW-MBT Construction Chemicals.
<br />3. Sto Corp.
<br />2.2 MATERIALS
<br />A. Compatibility: Provide substrates, adhesive, fasteners, board insulation, reinforcing meshes, base- and finish -coat
<br />systems, sealants, and accessories that are compatible with one another and approved for use by FIFS manufacturer
<br />for Project.
<br />B. Substrate: Glass -Mat gypsum sheathing boardASTM C931/C 931 at thickness indicated on drawings from the follow-
<br />ing manufacturer.
<br />I . G-P Gypsum Corporation, Dens -Glass Gold Sheathing.
<br />C. Water-iWeather-Resistive-Barrier Coating: Formulation arid accessories designed for indicated use.
<br />D. Primer/Sealer: Substrate conditioner designed to seal substrates from moisture penetration and to improve the bond
<br />between substrate of type indicated and adhesive used for application of insulation.
<br />F� Spacers: Furring strips; EIFS manufacturer's standard or product recommended in writing by EIFS manufacturer,
<br />F. Adhesive for Application of Insulation: Factory-i-nixed adhesive recommended by system manufacturer.
<br />i
<br />G. Molded, Rigid Cellular Polystyrene Board Insulation: Comply with EIFS manufacturer's requirements, ASTM C 578
<br />for Type 1, and EIMA's "EIMA Guideline Specification for Expanded Polystyrene (EPS) Insulation Board."
<br />H. Reinforcing Mesh: Balanced, alkali -resistant, open -weave glass -fiber mesh treated for compatibility with other EIFS
<br />materials and complying with EIMA 105.01 and ASTM D 57 8.
<br />1 . Standard -Impact Reinforcing Mesh: Not less than 4.0 oz./sq. yd.
<br />2. Heavy -Duty Reinforcing Mesh: Not less than 20 oz./sq. yd.
<br />3. Strip Reinforcing Mesh: Not less than 3.75 oz./sq. yd.
<br />4. Detail Reinforcing Mesh: Not less than 4.0 oz./sq. yd.
<br />5. Corner Reinforcing Mesh: Not less than 7.2 oz./sq. yd.
<br />1. Base -Coat Materials: Standard mixture: Manufacturer's standard.
<br />J. Waterproof Adhesive/B ase- Coat Materials: Waterproof mixture.
<br />K. Primer: Factory -mixed elastomeric-polymer primer for preparing base -coat surface for application of finish coat.
<br />L. Finish -Coat Materials: Standard acrylic -based coating.
<br />I . Colors, Textures, and Patterns: As indicated on Drawings.
<br />M. Mechanical Fasteners: Corrosion -resistant fasteners consisting of thermal cap, standard washer and shaft attachments,
<br />and fastener suitable for substrate.
<br />N. Trim Accessories: Manufactured from UV -stabilized PVC and complying with ASTNI D 1784 and ASTNI C 1063.
<br />PART 3 - EXECUTION
<br />3.1 INSTALLATION
<br />A. General: Comply with ASTM C 1397 arid EIFS manufacturer's written instructions for installation of EIFS as appli-
<br />cable to each type of substrate indicated.
<br />B. Insulation: Adhesively or mechanically attach to substrate.
<br />I . Expansion Joints: Apply adhesive to insulation by notched -trowel method to coat entire surface of gypsum
<br />sheathing with adhesive once insulation is adhered to sheathing, unless system manufacturer's written instruc-
<br />tions specify using primer -sealer with ribbOD-and-dab method. Apply adhesive to a height of not less than 1/4
<br />inch (6.4 mm) for factory mixed and not less than 3/8 inch (9.6 rnm) for field mixed, measured from surface of
<br />insulation board before placement.
<br />1)
<br />- Install top surface of fastener head flush with plane of insulation. Install fasteners into or through substrates
<br />* .
<br />with minimum penetration according to ASTM PS 49 or system manufacturer's written recommendations,
<br />whichever are more stringent. Space fasteners according to system manufacturer's written recommendations.
<br />3. Apply insulation boards over dry substrates in courses with long edges oriented horizontally and working
<br />upward.
<br />4. Stagger vertical Joints in successive courses to produce running bond pattern. Locate joints so no piece of insu-
<br />lation is less than 12 inches (300 mm) wide or 6 inches (150 mm) high. Offsetjoints not less than 6 inches (I 50
<br />mm) from corners of window and door openings.
<br />a. Offset joints of insulation not less than 6 inches (150 mm) from horizontal and 4 inches (100 mm) from
<br />vertical joints in sheathing.
<br />b. Offset joints of insulation not less than 4 inches (I 00 mm) from horizontal Joints in sheathing.
<br />C. Offset joints of insulation not less than 4 inches (I 00 mm) from aesthetic reveals.
<br />5. Interlock ends at internal and external comers.
<br />6. Abut boards tightly at joints within and between each course to produce flush, continuously even surfaces
<br />i
<br />without gaps or raised edges between insulation boards. If gaps greater than 1/16 inch (1.6 mm) occur, fill with
<br />insulation cut to fit gaps exactly; insert insulation without using adhesive or other material.
<br />7. Cut insulation to fit openings, corners, and projections precisely and to produce edges and shapes complying
<br />*
<br />with details indicated.
<br />8. Rasp or sand flush entire surface of insulation to remove irregularities projecting more than 1/32 inch (0.8 mim)
<br />from surface of insulation and to remove yellowed areas due to sun exposure; do not create depressions deeper
<br />than I/ 1 6 inch (1.6 mm).
<br />9. Cut aesthetic reveals in outside face of insulation with high-speed router and bit configured to produce grooves,
<br />rabbets, and other features that comply with profiles and locations indicated. Do not reduce insulation thickness
<br />at features to less than 3/4 inch (19 mm).
<br />10. Install foam shapes attached to supporting substrate, where indicated.
<br />11. Interrupt insulation at expansion joints.
<br />12. Form Joints for sealant application by leaving gaps between adjoining insulation edges and between insulation
<br />�
<br />edges and dissimilar adjoining surfaces. Make gaps wide enough to produce joint widths indicated after encap-
<br />sulating joint substrates with base coat and reinforcing mesh.
<br />13. Form joints for sealant application with back-to-back casing beads for joints within system and with perimeter
<br />casing beads at dissimilar adjoining surfaces. Make gaps between casing beads and between perimeter casing
<br />beads and adjoining surfaces of width indicated.
<br />14. Treat exposed edges of insulation board as follows:
<br />a. Wrap edges after installing insulation board and before applying field -applied reinforcing mesh.
<br />b. Wrap mesh of width required to extend not less than 2-1/2 inches (63 mm) onto substrate behind insula-
<br />tion board, cover insulation board edge, arid extend not less than 2-1/2 inches (63 mm) onto insulation
<br />board face.
<br />C. Wrap edges of insulation board, except those forming substrates of sealant joints, by encapsulating with
<br />base coat, reinforcing mesh, and finish coat.
<br />d. Wrap edges of insulation board forming substrates of sealant joints within system or between system and
<br />other work by encapsulating with base coat and reinforcing mesh.
<br />15. Treat edges of insulation board at trim accessories by extending base coat, reinforcing mesh, and finish coat
<br />over face leg of accessories.
<br />C. Coordinate flashing installation with installation of insulation to produce a wall system that does not allow water to
<br />penetrate behind protective coating. at locations indicated; where required by EIFS manufacturer; where expansion
<br />. ' '
<br />joints are indicated in substrates behind EIFS; where EIFS adjoin dissimilar substrates, materials, and construction; at
<br />floor lines in multilevel wood -framed construction; and where wall height changes.
<br />D. Base Coat: Apply to exposed surfaces of insulation in minimum thickness recommended in writing by EIFS manu-
<br />facturer, but not less than I/ I 6-inch dry -coat thickness.
<br />E. Reinforcing Mesh: Completely embed mesh in wet base coat, applying additionai base -coat material if necessary, so
<br />i
<br />reinforcing -mesh color and pattern are not visible.
<br />F. Double -Layer Reinforcing Mesh Application: Where indicated, apply second base coat and second layer of standard
<br />. i
<br />impact reinforcing mesh.
<br />G . Double Base -Coat Application: Where indicated, apply in same manner and thickness as first application except with-
<br />out reinforcing mesh.
<br />H. Finish Coat: Apply maintaining a wet edge at all times for uniform appearance, in thickness required by EIFS manu-
<br />Z�
<br />'
<br />factufer to produce a uniform finish of color arid texture matching a,pproved sample and free of cold. joints, shadow
<br />lines, and texture variations.
<br />1. Joint -Sealant Installation:
<br />I . Prepare joints and apply sealants, of type and at locations indicated, to comply with applicable requirements in
<br />Division 7 Section "Joint Sealants" and in "EIMA Guide for Use of Sealants with Exterior Insulation arid Finish
<br />Systerns, Class PB."
<br />3.2 WARRANTY
<br />A. Mall U facturer's standard material warranty (3-year minimum) from date of Owner Final Acceptance.
<br />END OFSECTION 07241
<br />SECTION 07311 -ASPHALT SHINGLES
<br />1.1 DESCRIPTION
<br />This section specifies organic felt arid fiberglass asphalt shingles.
<br />1.2 RELATED WORK
<br />A. Color of shingles: Selected by architect from contractor's submittal.
<br />'
<br />B. Counterflashing and flashing of roof projections: Section 07600, FLASHING AND SHEET METAL.
<br />C. Skylights, roof scuttles, ridge and roof vents, Section 07700, ROOF SPECIALTIES AND ACCESSORIES.
<br />1.3 SUMITTALS
<br />A. Submit in accordance with Section 01340, SAMPLES AND SHOP DRAWINGS.
<br />B. Samples: Shingles, each type, color arid texture.
<br />C. Manufacturer's Literature and Data:
<br />1. Shingles, each type
<br />2. Installation instructions
<br />1.4 DELIVERY AND STORAGE
<br />A. Deliver materials in manufacturer's unopened bundles or containers with the manufacturer's brand and name clearly
<br />marked thereon.
<br />B. Shingle bundle wrapping shall bear the label of Underwriters Laboratories, Inc.
<br />C. Store shingles in accordance with manufacturer's printed instructions. Store roll goods on end in an upright position.
<br />D. Keep materials dry, covered corripletely and protected from the weather.
<br />1.5 APPLICABLE PUBLICATIONS
<br />A. Publications listed below form a part o this specificatiOD to the extent referenced. Publications are referenced in the
<br />text by the basic designation only.
<br />B. American Society for Testing and Materials (ASTM):
<br />D226-97 ..................................... Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing
<br />D 1 970-01 ................................... Self -Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing
<br />Underlayment for Ice Dam Protection
<br />D2178-97 ................................... Asphalt Glass Felt used in Roofing and Waterproofing
<br />D3018-03 ................................... Class A Asphalt Shingles Surfaced with Mineral Granules
<br />D3462-03 ................................... Asphalt, Shingles Made from Glass Felt and Surfaced with Mineral Granules
<br />F 1 667-02 .................................... Driven Fasteners: Nails, Spikes, and Staples
<br />C. Underwriter's Laboratories Inc. (UL):
<br />UL790-97 ................................... Fire Resistance of Roof Covering Materials
<br />.
<br />PART2-PRODUCTS
<br />A. Architectural shingle to be Grand Manor Shangle 425#, 1 1 0 MPH certified as manufactured by cerainteed.
<br />2.1 SHINGLES
<br />A. Class A: (Fire resistive), per UL790. ASTM D3018, Type I and ASTM 3462, square butt for a maximum exposure of
<br />125 mm (5 inches), headlap minimum 50 mm (2 inches), wind resistant, self sealing. Minimum weight: 10.3 Kg/sqm
<br />(21.0 lbs/100sft).
<br />2.2 ROOFING NAILS
<br />A. ASTM F 1 667; Type 1, Style 20, galvanized steel, deformed shanks, with heads 9.5 mm to I I mm (3/8-inch to 7/16-
<br />inch) diameter.
<br />B. Use nails 32 mm (1-1/4 inches) long for shingles wid 19 mm (3/4-inch long) for felt.
<br />2.3 ROOFING FELT
<br />A. "Ice and water shield" as manufactured by W. R. Grace.
<br />PART 3 EXECUTION
<br />3.1 PREPARATION
<br />A. Roof surfaces shall be sound, reasonably smooth and free from defects which would interfere with roofing installation.
<br />i
<br />B. Roof accessories, vent pipes and other projections through the roof must be in place and roof flashing installed or
<br />ready for installation before laying shingles.
<br />3.2 LAYING
<br />A. Lay felt under shingles over entire roof.
<br />B. Install asphalt felt underlayment, lapping a rninimum of I 00 mm (four inches) at ends, 50 mm (2 inches) at head and
<br />300 mrn (12 inches) over ridge. Extend felt 13 mm (1/2-inch) beyond edges of roof. Nail felt 125 mm (five inches) on
<br />centers along laps. -
<br />C. At eaves, install strip of 41 Kg (90 pound) mineral surface roll roofing not less than 460 mm (18 inches) wide and
<br />starter course of roof shingles with tabs reversed. Both shall overhang lower edge of roof 13 mm (1/2-inch).
<br />D. Lay shingles with maximum exposure of 125 mm (5 inches). Nail shingles in accordance with manufacturer's
<br />published directions.
<br />3.3 METAL DRIP EDGES
<br />A. At rakes, install metal drip edges made of stainless steel specified under Section, FLASHING AND SHEET METAL.
<br />Apply the metal drip edge directly over the underlayment along the rakes.
<br />B. Secure metal drip edges with compatible nails spaced not more than 250 mm (10 inches) on center along the inner
<br />edges.
<br />3.4 FLASHINGS
<br />Provide metal flashings specified under Section, FLASHING AND SHEET METAL at the intersections of roofs,
<br />adjoining walls, or projections through the deck such as chirrineys and vent stacks. Give careful attention to the
<br />installation of all flashings.
<br />3.5 RIDGE
<br />A. Bend each shingle lengthwise down center to provide equal exposure on each side of ridge. Beginning at one end of
<br />ridge, apply shingles with maximum 125 inm (5 inches) exposure.
<br />B. Secure each shingle with one nail on each .side, 210 min (8-1/2 inches) back from exposed end and one inch up from
<br />edge.
<br />3.6 VALLEY FLASHING
<br />A. Install metal valley flashing shown and as specified under FLASHING AND SHEET METAL.
<br />B. Secure valley flashing in accordance with shingle manufacturer's printed instructions.
<br />C. Expose flashing in open portion of valley a minimum of 125 mm (5 inches) and lap the shingles over the flashing a
<br />minimum of 125 rnm (5 inches).
<br />END OF SECTION 07311
<br />SECTION 07412 - METAL WALL PANELS
<br />PARTI-
<br />1.1 SUMMARY
<br />A. This Section includes the following:
<br />I . Factory -formed and fie] d-as sembled,expo sed-fastener, lap -seam metal wall panels.
<br />1.2 PERFORMANCE REQUIREMENTS
<br />A. Structural Performance: Capable of withstanding the effects of gravity loads and the following loads and stresses,
<br />based on testing according to ASTM E 330:
<br />B. Seismic Performance: Provide metal wall panel assemblies capable of withstanding the effects of earthquake motions
<br />determined according to ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 9, "Earth-
<br />quake Loads.
<br />C. Wind Loads: Comply with wind load requirements of the authority having jurisdiction.
<br />1.3 SUBMITTALS
<br />A. Product Data: For each type of metal wall panel and accessory indicated.
<br />B. Shop Drawings: Show layouts of metal wall panels, including plans, elevations, sections, details, and attachments to
<br />other work. - . I I . I . �
<br />1. Include details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flash-
<br />ings, closures, and accessories.
<br />2. Include technical data regarding fastening pattern required to meet wind load requirements into substrate indi-
<br />cated on drawings.
<br />C. Samples: For each exposed finish.
<br />1.4 WARRANTY
<br />A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of
<br />metal wall panel assemblies that fail in materials or workmanship within specified warranty period.
<br />I . Failures include, but are not limited to, the following:
<br />a. Structural failures, including rupturing, cracking, or puncturing.
<br />b. Deterioration of metals, metal finishes, and other materials beyond normal weathering.
<br />2. Warranty Period: Two years from date of Substantial Completion.
<br />�
<br />i
<br />i
<br />B. Special Warranty on Panel F1 m shes: Manufacturer's standard form in which manufacturer agrees to repair finish or
<br />replace metal wall panels that show evidence of deterioration of factory -applied finishes within specified warranty
<br />i
<br />period.
<br />I . Fluoropolymer Finish Warranty Period: 20 years from date of Substantial Completion.
<br />PART 2 - PRODUCTS
<br />2.1 PANEL MATERIALS
<br />A. Metallic -Coated Steel Sheet Prepainted with Coil Coating: Steel sheet metallic coated by the hot -dip process and
<br />cl
<br />i
<br />prepainted by the coll-coating process to comply with ASTM A 755/A 755M.
<br />I . AlUrninum-Zinc Alloy -Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50 or AZ55 coating designation,
<br />Grade 40; structural quality.
<br />2. Surface: Smooth, flat finish. .
<br />3. Exposed Finishes:
<br />a. High -Performance Organic Finish (Prefinished) : Where panels are indicated to be pre -finished, finish
<br />material with two -coat, thermocured system with fluoropolymer coats containing not less than 70 percent
<br />polyvinylidene fluoride resin by weight; coryiplying with physical properties and coatin performance
<br />in 9
<br />i
<br />requirements of AAMA 2604, except as modified below:
<br />I ) Humidity Resistance: 1000 hours.
<br />-)) Water Resistance: 1000hours,
<br />4. Concealed Finish: White or light-colored acrylic or polyester backer finish.
<br />13� Panel Sealants:
<br />I � Sealant"I'ape: Pr,essure-sensitive, gray polyisobutylene compound sealant tape with retease-paper backing, 1/2
<br />inch wide and 1/8 inch thick.
<br />1) alant: ASTM C 920; as recommended in writing by metal wall panel manufacturer.
<br />,. Joint Se,
<br />3. Butyl -Rubber -Based, Solvent -Release Sealant: ASTM C 131 1.
<br />2.2 SUBSTRATE BOARDS
<br />A. Glass -Mat Gypsum Sheathing Board: ASTM C 1177/C 1177M; regular, 1/2 inch Type X, 518 inch thick.
<br />B. Substrate -Board Fasteners: Factory -coated steel fasteners and metal or plastic plates complying with corrosion-resis-
<br />i
<br />tance provisions in FMG 4470, designed for fastening substrate board to substrate.
<br />1.3 MISCELLANEOUS METAL FRAMING
<br />A. Steel Sheet Components, General: Complying with ASTM C 645 requirerrients for metal and with ASTM A 653/
<br />A 653M, G40 (7120), hot -dip galvanized zinc coating.
<br />B. Base or Sill Angles: 0.079-inch bare steel thickness, cold -formed, galvanized steel sheet.
<br />C. Hat--'haped, Rigid Furring Channels: ASTNI C 645.
<br />1. Minimum Base Metal Thickness: 0.0179 inch
<br />2. Depth: 7/8 inch.
<br />2.4 MISCELLANEOUS MATERIALS
<br />A. Fasteners: Self -tapping screws, bolts, nuts, self-locking rivets arid bolts, end -welded studs, and other suitable fasten-
<br />ers designed to withstand design loads. Provide exposed fasteners with heads matching color of metal wall panels by
<br />means of plastic caps or factory -applied coating.
<br />I . Fasteners for Wall Panels: Self -drilling of self -tapping 41 0 stainless or zinc -alloy steel hex washer head, with
<br />EPDM or PVC washer under heads of fasteners bearing on weather side of metal wall panels.
<br />2. Fasteners for Flashing and Trim: Blind fasteners or self -drilling screws with hex washer head.
<br />3. Blind Fasteners: High -strength aluminum or stainless -steel rivets.
<br />B. Bituminous Coating: Cold -applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per
<br />coat. Provide inert -type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious
<br />impurities.
<br />2.5 LAP -SEAM METAL WALL PANELS
<br />A. Exposed -Fastener, Lap -Seam Metal Wall Panels: Factory -formed, designed to be field assembled by lapping side
<br />edges of adjacent panels and mechanically attaching panels to supports using exposed fasteners in side laps. Include
<br />accessories required for weathertight installation.
<br />I . Manufacturers:
<br />a. Berridge Manufacturing Company.
<br />b. MBCI; Div. of NCI Building Systems.
<br />C. Petersen Aluminum Corporation.
<br />d. Reynolds Metals Company.
<br />2. Profile: Tapered rib or as indicated on Drawings.
<br />3. Material: Metallic -coated steel sheet, 0.0159 inch.
<br />a. Exterior Finish Pre -finished to color indicated on drawings.
<br />b. Color: Match Architect's samples where applicable.
<br />16 ACCESSORIES
<br />A. Wall Panel Accessories: Provide components required for a complete metal wall panel assembly including trim, cop-
<br />ings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items.
<br />Match material and finish of metal wall panels, unless otherwise indicated.
<br />I . Closures: Provide closures at eaves and rakes, fabricated of same metal as metal wall panels.
<br />2. Closure Strips: Closed -cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed -cell laminated
<br />polyethylene; mimmum I -inch- thick, flexible closure strips; cut or premolded to match metal wall panel pro-
<br />file. Provide closure strips where indicated or necessary to ensure weathertight construction.
<br />B. Flashing and Trim: Formed from 0.0179-inch- thick, metallic -coated steel sheet. Provide flashing and trim as required
<br />to seal against weather and to provide finished appearance. Locations include, but are not limited to, bases, drips, sills,
<br />i
<br />jambs, corners, endwalls, framed open I ngs, rakes, fasciae, parapet caps, soffits, reveals, and fillers. Finish flashing and
<br />trim with saine finish system as adjacent metal wall panels.
<br />2.7 FABRICATION
<br />A. General: Fabricate and finish metal wall panels and accessories at the factory to greatest extent possible, by manufac-
<br />turer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by
<br />laboratory testing. Comply with indicated profiles and with dimensional and structural requirements.
<br />B. Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA's "Architectural
<br />Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of item indicated.
<br />C. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protec-
<br />i
<br />tive covering before shipping.
<br />PART 3 - EXECUTION
<br />3,1 PREPARATION
<br />A. Substrate Board: Install substrate board over wall sheathing on entire wall surface. Attach with substrate -board fas-
<br />teners.
<br />'
<br />I . Install substrate board with long joints in continuous straight lines, perpendicular to direction of metal wall
<br />panel searns with end joints staggered between rows. Tightly buttsubstrate boards together.
<br />2. Comply with UL requirements for fire -rated construction.
<br />B. Install flashings and other sheet metal to comply with requirements specified in Division 7 Section "Sheet Metal
<br />Flashing arid Trim."
<br />3.2 METAL WALL PANEL INSTALLATION, GENERAL
<br />A. General: Install metal wall panels in orientation, sizes, and locations indicated on Drawings. . Anchor metal wall
<br />panels and other components of the Work securely in place, with provisions for thermal and structural movement.
<br />I . Field cutting of metal wall panels by torch is not permitted.
<br />2. Rigidly fasten base end of metal wall panels and allow eave end free movement due to thermal expansion and
<br />contraction. Predrill panels.
<br />3. Install screw fasteners in predrilled holes.
<br />4. Locate panel splices over, but not attached to, structural supports. Stagger panel splices and end laps to avoid
<br />a four -panel lap splice condition.
<br />5. Apply elastomeric sealant continuously between metal base channel (sill angle) and concrete, and elsewhere as
<br />indicated or, if not indicated, as necessary for waterproofing.
<br />6. Provide weatherproof escutcheons for pipe and conduit penetrating exterior walls.
<br />B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic
<br />i
<br />action by painting contact surfaces with bituminous coating, by applying rubber] zed -asphalt underlayment to each
<br />contact surface, or by other permanent separation as recommended by metal wall panel manufacturer.
<br />C. Joint Sealers: Install gaskets, Joint fillers, and sealants where indicated and where required for weatherproof perfor-
<br />mance of metal wall panel assemblies.
<br />I . Seal metal wall panel end laps with double beads of tape of sealant, full width of panel. Seal side joints where
<br />recommended by metal wall panel manufacturer.
<br />2, Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint Sealants."
<br />3.3 ACCESSORY INSTALLATION
<br />A. General: Install accessories with positive anchorage, to building and weathertight mounting and provide for thermal
<br />expansion. Coordinate installation with flashings and other components.
<br />I . Install components required for a complete metal wall panel assembly including trim, copings, corners, seam
<br />covers, flashings, sealants, gaskets, fillers, closure strips, and similar items.
<br />2. Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's
<br />"Architectural Sheet Metal Manual." Provide conceaied fasteners where possible, and set units true to line and
<br />level as indicated. Install work with laps, joints, arid seams that will be permanently watertight and weather
<br />resistant.
<br />3. Provide elbows at base of downspouts to direct water away from building.
<br />4. Tie downspouts to underground drainage system indicated.
<br />3.4 CLEANING AND PROTECTION
<br />A. Remove temporary protective coverings and strippable films, if any, as ifietal wall panels are installed, unless oth-
<br />erwise indicated in manufacturer's written installation instructions. On completion of metal wall panel installation,
<br />clean fiflished surfaces as recommendeO by met1-11 wall pa -el manufacturer, Maintain in a clean condition during con-
<br />struction.
<br />B. After metal wall panel installation, clear weep hole� ,,And drainage channels of obstructions, dirt, and sealant.
<br />END OF SECTION 07412
<br />SECTION 07620 - SHEET METAL FLASHING AND TRIM
<br />.
<br />PARTI-
<br />1.1 � SUMMARY
<br />A. This Section includes the following:
<br />1. Manufactured reglets.
<br />2. Formed roof drainage system.
<br />3. Formed low -slope roof flashing and trim,
<br />4. Formed steep -slope roof flashing and trilyi.
<br />5. Fornied. wall flashing and trim,
<br />1.2 SUBMITTALS
<br />A. Product Data: For each product indicated,
<br />B. Shop Drawings: Show layouts, profiles, shapes, seams, dimensions, and details for fastening, joining, supporting, and
<br />anchoring sheet rnetal flashing and trim.
<br />C. Samples: For each type of sheet metal flashing and trim upon request of the Architect.
<br />1.3 QUALITY ASSURANCE
<br />A. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal Manual." Conform
<br />to dimensions and profiles shown unless morostringent requirements are indicated.
<br />PART 2 - PRODUCTS
<br />'). I
<br />�, MANUFACTURERS
<br />A . In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:
<br />I . Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may
<br />be incorporated into the Work include, but are not limited to, manufacturers Specified.
<br />2
<br />2 SHEET METALS
<br />A. Aluminum Sheet: ASTM B 209, Alloy 3003, 3004, 3105, or 5005, Temper Suitable for forming and structural perfor-
<br />i
<br />mance required, but not less than H 1 4, finished as follows:
<br />I . High -Performance Organic Finish: Two -coat, thermocured system containing not less than 70 percent polyvi-
<br />nylidene fluoride resin by weight; complying with AAMA 2604.
<br />a. Color: Match Architect's samples
<br />B. Stainless -Steel Sheet: ASTM A 240/A 240M, Type 304, No. 2D fiflish.
<br />C Zinc -Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 (Z275) coating designation; structural quality,
<br />i i
<br />mill phosphatized for field painting.
<br />D. Lead Sheet: ASTM B 749, Type L51121, copper -bearing lead sheet.
<br />-
<br />2.3 MISCELLANEOUS MATERIALS
<br />A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and
<br />4,
<br />other miscellaneous items as required for complete sheet metal flashing and trim installation.
<br />B. Felt Underlayment: ASTM D 226, Type 11 (No. 30), asphalt- saturated organic felt, nonperforated.
<br />C. Fasteners: Wood screws, annular threaded nails, self -tapping screws, self-locking rivets and bolts, and other suitable
<br />fasteners designed to withstand design loads.
<br />1. Nails for Copper Sheet: Copper or hardware bronze, 0. 109 inch (2.8 min) minimum and not less than 7/8 inch
<br />(22 mm) long, barbed with large head.
<br />2. Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or factory -applied coating.
<br />3. Fasteners for Flashing and Trim: Blind fasteners or self -drilling screws, gasketed, with hex washer head.
<br />4. Blind Fasteners: High -strength aluminum or stainless- steel rivets.
<br />D. Sealing Tape: Pressure- sensitive, I 00 percent solids, polyisobutylerie compound sealing tape with release -paper back-
<br />ing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape.
<br />E. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifi-
<br />cations required to seal joints in sheet metal flashing and trim and remain watertight.
<br />F. Butyl Sealant: ASTNI C 131 1, single -component, solvent -release butyl rubber sealant, polyisobutylene plasticized,
<br />heavy bodied for hooked -type expansion joints with limited movement.
<br />G. Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam -cementing compound.
<br />H. Bituminous Coating: Cold -applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry filrn thickness per
<br />coat.
<br />2.4
<br />A. Reglets: Units of type, material, and profile indicated, formed to provide secure interlocking of separate reglet and
<br />counterflashing pieces, and compatible with flashing indicated with factory- mitered and -welded corners and junc-
<br />tions.
<br />I . Manufacturers:
<br />a. Cheney Flashing Company, Inc.
<br />b. Fry Reglet Corporation.
<br />C. Heckmann Building Products Inc.
<br />2. Material: Aluminum, 0.024 inch thick.
<br />2.5 FABRICATION, GENERAL
<br />A. General: Custorn fabricate sheet metal flashing and trim to comply with recornmendations in SMACNA's "Architec-
<br />,_ ' �
<br />i
<br />tural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated. Shop
<br />fabricate items where practicable. Obtain field measurements for accurate fit before shop fabrication.
<br />B. Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true to line and
<br />levels indicated, with exposed edges folded back to form hems.
<br />1. Seams for Aluminum: Fabricate nonmoving seams with flat -lock searns. Form searns and seal with epoxy seam
<br />'
<br />sealer. Rivet joints for additional strength.
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