|
Welding Code --Sheet Steel".
<br />1.3.3.1 Certify that each welder has satisfactorily passed AWS qualification tests for
<br />welding processes involved and, if pertinent, has undergone recertification.
<br />1.4. Delivery, Storage, and Handling
<br />1.4.1 Deliver, store, and handle joists as recommended in SJI's "Specifications".
<br />1.4.2 Protect joists frorn corrosion, deformation, and other damage during delivery, storage
<br />and handling.
<br />2. Products
<br />2.1. Materials
<br />2.1.1 Steel: Comply with requirements of SJI's "Specifications" for chord and web
<br />section material.
<br />2.1.2 Carbon -Steel Bolts and Threaded Fasteners: ASTM A 307, Grade A (ASTM
<br />F568, Property Class 4.6), carbonsteel, hex -headed bolts and threaded
<br />fasteners; carbon -steel nuts; and flat, unhardened steel washers.
<br />2.1.2.1 Finish: Plain, uncoated
<br />2.1.3 High -Strength Bolts and Nuts: ASTM A 325, Type 1, heavy hex steel
<br />structural bolts, heavy hex carbon -steel nuts, and hardened carbon -steel
<br />washers.
<br />2.1.3.1 Finish: Plain, uncoated
<br />2.1.4 Welding Electrodes: Comply with AWS standards.
<br />2. 1. 5 Primer: Manufacturer's standard shop primer unless otherwise indicated.
<br />2.2. Steel Joists
<br />2.2.1 Manufacturer joists according to SJI's "Specifications", with steel angle top
<br />and bottom chord members, ofjoist brpes, end arrangements, and top chord
<br />arrangements indicated.
<br />2.2.2 Comply with AWS requirements and procedures for
<br />quality welds, and methods used in correcting welding work.
<br />�
<br />2.2.3 Extend top chord ofjoists with SJI Type S top chord extensions where
<br />indicat4 complying with SJI's "Specifications" and load tables.
<br />2.2.4 Extend bearing ends ofjoists with SJI Type R extended ends where indicated,
<br />complying with SJI's "Specifications" and load tables.
<br />2.2.5 Camber K-Series steel joists according to SJI's "Specifications".
<br />2.2.6 Equip bearing ends ofjoists with manufacture's standard beveled ends or
<br />sloped shoes when joist slope exceeds 1/4 inch in 12 inches (1:48).
<br />2.3. Joist Accessories 1
<br />2.3.1 Bridging: Provide bridging anchors and number of rows of horizontal or
<br />diagonal bridging of material, size, and type required by SJI's "specifications"
<br />for type ofjoist, chord size, spacing, and span.
<br />2.3.2 Steel Bearing Plates with integral anchorages are specified in the Structural
<br />Section of the Publix Construction Documents.
<br />2.3.3 Supply miscellaneous accessories, including splice plates and bolts required by
<br />the joist manufacturer to complete the joist installation.
<br />2.4. Shop Painting
<br />2.4.1 Apply one shop coat of primer to joist and joist accessories to be primed to
<br />provide a continuous, dry paint film thickness of not less than I mil
<br />(0.025mm).
<br />3. Execution
<br />3. 1. Inspection
<br />3.1.1 Examine supporting substrates, embedded bearing plates, and abutting
<br />structural framing, with Installer present, for compliance with requirements for
<br />installation tolerances and other conditions affecting performance ofjoists. Do
<br />not proceed with installation until unsatisfactory conditions have been
<br />corrected.
<br />3.2. Installation
<br />3.2.1 Do not install joists until supporting construction is in place and secured
<br />3.2.2 Comply with OSHA requirements for steel joist erection.
<br />"
<br />3.2.3 Install joists and accessories plumb, square, and true to line; securely fasten to
<br />supporting construction according tom SJI's "Specifications", joist
<br />manufacturer's recommendations, the requirements of this Section, and the
<br />Structural Section of Publix Construction Documents".
<br />3.2.3.1 Space, adjust, and align joists accurately in location before
<br />permanently fastening-
<br />ll dging, connections, and anchors to
<br />ensure joists are stabilized during construction.
<br />3.2.4 Field weld joists to supporting steel framework and steel bearing plates.
<br />Coordinate welding sequence and procedure with placing ofjoists.
<br />3.2.4.1 Comply with AWS requirements and procedures for welding,
<br />appearance and quality of welds, and methods used in correcting
<br />welding work.
<br />3.2.5 Boltjoists, where indicated, to supporting steel framework using carbon -steel
<br />bolts, unless otherwise indicated.
<br />.
<br />3.2.6 Install and connect bridging concurrently with joist erection, before
<br />construction loads are applied. Anchor ends of bridging lines at top and bottom
<br />chords where terminating at walls or beams.
<br />3.3. Field Quality Control
<br />3.3.1 No field cutting or fabrication will be permitted without written approval of
<br />Publix' structural engineer.
<br />3.3.2 Testing Agency: A qualified independent testing agency employed and paid by
<br />contractor shall perform field quality control testing.
<br />3.3.3 Testing agency will report test results promptly and in writing to Owner and
<br />Engineer.
<br />3.3.4 Testing and verification procedures will be required of high strength bolted
<br />connections and fields.
<br />3.3.5 Bolted connections will be visually inspected.
<br />3.3.6 High -strength, field -bolted connections will be tested and verified according to
<br />procedures in RCSC's "Specifications for Structural Joints Using ASTM A 325
<br />or ASTM A 490 Bolts".
<br />will be subject to inspection requirements of Section 05120
<br />"Structural Steel".
<br />3.4, Repairs and Protection
<br />3.4.1 Correct deficiencies in work that inspection and test reports have indicated are
<br />not in compliance with specified requirements provided that the correction
<br />method does not conflict with other provisions of these specifications.
<br />3.4.2 Additional testing will be performed to determine compliance of corrected
<br />work with specified requirements.
<br />End of Section 05 21 00
<br />Section 05 30 00
<br />Metal Decking
<br />1. General
<br />I
<br />1. 1. Scope of Work:
<br />1.1.1 Steel deck and related accessories for the Publix box shall be engineered and
<br />fabricated by Nacor/Vulcraft and will be provided by Publix. Decking
<br />provided does not include retail or facade structures, except when facade
<br />drawings are on Publix title block.
<br />1
<br />1.1.2 General Contractor and Steel Fabricator to coordinate with Vulcraft shop
<br />drawings which will be available from Vulcraft after the store has been
<br />awarded.
<br />1.1.3 General Contractor will be responsible for coordinating the deck delivery date
<br />with Valcraft (contact: see below). General Contractor is also responsible for
<br />unloading delivery and covering materials at the job site. The General
<br />Contractor is responsible for all materials after delivery to the job site.
<br />Robert Wesley
<br />National Account Manager
<br />. Nucor-Vulcraft Group
<br />1000 Hurricane Shoals Rd., Bldg. A, Suite 150
<br />Lawrenceville, GA 30043
<br />Phone: 770.338.0970 .
<br />FAX: 770.338.9757
<br />email: rwesley@vulcraft-al.com
<br />1.1.4 The deck shall not sit on the site for more than 10 days before being erected.
<br />1.2. Submittals:
<br />1.2.1 Conform to requirements of Section 01 33 00 Submittal Procedures.
<br />1.2.2 Product Data: For each type of decking, accessory and mechanical fasteners (if
<br />used), submit manufacturer's specifications and other data needed to
<br />demonstrate compliance with the specified requirements.
<br />1.2.3 Shop Drawings: Submit detailed drawings showing layout and types of deck
<br />panels, anchorage details, and conditions requiring closure panels,
<br />supplementary framing, sump pans, cant strips, cut openings, special jointing
<br />or other accessories.
<br />1.2.4 Installation Instmctions: Submit manufacturer's recommended installation
<br />procedures which, when approved by the Engineer, shall become the basis for
<br />accepting or rejecting actual installation procedures used on the work.
<br />1.2.5 When the materials ofthis section are used as part of an assembly indicated on
<br />the drawings in which fire -resistive construction ratings are required, submit
<br />evidence of approval by Underwriters' Laboratories, Inc. and the local
<br />Authority having jurisdiction.
<br />1.2.6 Insurance Certification: Assist Owner in preparation and submittal of roof
<br />installation acceptance certification as may be necessary in connection with fire
<br />and extended coverage insurance.
<br />1.3. Quality Assurance:
<br />1.3.1 Codes and Standards: Comply with provisions of the following codes and
<br />standards, except as otherwise shown or specified:
<br />1.3.1.1 AISC "Specification for the Design of Light Gage Cold -Formed Steel
<br />Structural Members".
<br />1.3.1.2 AWS "Structural Welding Code- Steel", and "Structural Welding
<br />Code-Sheetsteel".
<br />1.3.1.3 SDI "Design Manual for Floor Decks and Roof Decks".
<br />.
<br />1.3.2 Qualifications of Field Welding: Qualify welding processes and welding
<br />operators in accordance with AWS "Standard Qualification Procedure'. Also
<br />follow requirement of Division 5 Section 3.6 "Welding" of this specification.
<br />1.3.2.1 Welded decking in place is subject to inspection and testing. Expense
<br />of removing and replacing portions of decking for testing purposes
<br />will be borne by Owner if welds are found to be unsatisfactory.
<br />Remove work found to be defective and replace with new acceptable
<br />wo&
<br />1.3.3 FM Listing: Provide metal roof deck units which have been evaluated by
<br />factory mutual system and are listed in "Factory Mutual Approval Guide" for
<br />"Class I" fire rated construction.
<br />1.4. Manufacturer:
<br />1.4.1 All roof decking shall be the product of a single manufacturer; all floor decking
<br />shall be the product of a single manufacturer.
<br />1.4.2 Manufacturer shall be a member of the Steel Deck Institute.
<br />2. Products:
<br />2. 1. Roof Deck (and rooftop equipment room floor decking)
<br />2.1.1 Provide minimum 22 gauge SDI Type "B" deck (I 1/2 in.), capable of
<br />supporting uniformly distributed live and dead load of 50 psf over 6'-O" clear
<br />span, with deflection limited to 1/240 of the span. See design documents for
<br />minimum gauge requirements.
<br />2.1.2 Provide galvanized, bottom prime -painted deck. prior to painting, the
<br />galvanized steel shall be chemically cleaned and pre-treated in accordance with
<br />prime -paint manufacturer's recommendations. Prime paint shall be water-
<br />borne, rust inhibitive, recommended by manufitcturer for use over galvanized
<br />steel, compatible with specified field applied finish coats, color: gray.
<br />2.1.2.1 Primer: Manufacturer's standard primer, unless noted otherwise.
<br />2,1.2-2 Steel shall conform to ASIM A653, Structural Quality, G-60.
<br />2.1.2.3 For Dade and Broward County, FL: zinc coating shall be G-90, vented.
<br />2.2. Floor Deck
<br />2.2.1 Provide minimum 28 gauge SDI type "C" deck (9/16 inch). See design
<br />documents for additional design requirements.
<br />.
<br />STM A653, Structural Quality, G-60. Deck shall have
<br />overlapped side joints and span at least 3 supports.
<br />3. Execution
<br />3. 1. Inspection
<br />3.1.1 Installer shall examine areas and conditions under which metal decldng is to be
<br />installed and notify Contractor in writing of conditions detrimental to proper
<br />and timely completion of work. Do not proceed with work until unsatisfactory
<br />conditions have been corrected in a manner acceptable to Installer.
<br />3.2. Installation
<br />1
<br />3.2.1 General: Install deck units and accessories in accordance with Manufacturer's
<br />recommendations, current specifications and commentary of SDL and final
<br />Shop Drawings, and as specified herein.
<br />3.2,1.1 Place deck units on supporting steel framework and adjust to final
<br />. position with ends accurately aligned and beating on supporting
<br />members before permanently fastened. Do not stretch or contract side
<br />lap interlocks.
<br />3.2.1.2 Place deck units flat and square, secured to adjacent framing without
<br />warp or deflecfion.
<br />3.2.1.3 Provide additional reinforcement and closure pieces at openings as
<br />required for strength, continuity of decking, and support of other
<br />work.
<br />3.2.1.4 Cutting and fitting: Cut and neatly fit deckunits and accessories
<br />around other work projecting through or adjacent to the decking, as
<br />. shown.
<br />3.2.1.5 Fill flutes of roof deck in Dade and Broward County per Section
<br />3300,3.6.8.
<br />3.3. Fastening Roof Deck Panels:
<br />3.3.1 Fasten roof deck panels to steel supporting members by are spot (puddle) welds
<br />of not less than 518" diameter. Use welding washers where recommended by
<br />deck manufacturer.
<br />3.3.1.1 Weld Spacing: Space and locate welds as indicated in the Structural section of
<br />the Publix Construction Documents.
<br />3.3.1.2 Side Lap and Perimeter Edge Fastening: Fasten side laps and perimeter edges
<br />�
<br />of panels between supports, at intervals indicated in the Structural section of
<br />the Publix Construction Documents. Mechanically fasten with self -drilling
<br />No. I 0 diameter or larger carbon steel screws, unless otherwise indicated in
<br />the Publix Construction Documents.
<br />3.3.1.3 End Bearing: Install deck ends over supporting framing with a minimum end
<br />bearing of 1-1/2 inches, -with end joints lapped 2 inches minimum� or as per
<br />SDI.
<br />3.3.2 Comply with AWS requirements and procedure
<br />welding, appearance and quality of welds, and methods used in correcting
<br />welding work.
<br />3.3.3 Mechanical fasteners may be used in heu of welding to fasten deck. Install
<br />according to deck manufacturer's instructions. Submit fastener data for
<br />approval. If approved, Engineer will determine fastener spacing.
<br />3.3.4 Miscellaneous Roof Deck Accessories: Install ridge and valley plates, finish
<br />strips, cover plates, endelosures, and reinforcing channels according to
<br />manufacturer's recommendations. Weld to substrate to provide a complete
<br />deck installation.
<br />3.4. Mechanical Fastening Roof Deck Panels (Alternate to Welding)
<br />3.4.1 Powder driven and Pneumatic Fasteners: Fasteners shall have knurled shank;
<br />minimum 1/2" diameter steel washer, electroplated zinc conforming to ASTM
<br />B633, Sc. 1, Type 11; meet SDI design requirements; FM approval.
<br />3.4.1.1 Acceptable Fasteners for Bar Joists (1/8" minimum thickness to 3/8"
<br />maximum thickness) include Hilti ENP2K-20Ll5, X-EDN19-THQ12 HSN
<br />orX-EDNK22THQI2HSN
<br />3.4.1.2 Acceptable Fastener for Structural Steel (1/4" thickness and greater) is Hilti
<br />ENPH2-21-L15
<br />3.4.2 Use of Powder actuated Tools shall only be by a qualified operator, trained and
<br />licensed by the tool manufacturer in accordance with the manufacturer's and
<br />OSHA requirements.
<br />3.4.3 Install fasteners to steel members as indicated below:
<br />3.4.3.1 For ENPH2-21-LI5 fasteners to secure roof deck to structural steel members
<br />. using I-Tilti PowderArh-ft-J tools DX-750 or DXA70R-
<br />'
<br />3.4.3,2 For ENP2K-20-LIS fasteners to secure roof deck to barjoists using Hilti
<br />Powder Actuated tools DX-750
<br />3.4.3.3 For X-IEDN19-THQ12 HSN or X-EDNK22 TTIQ12 HSN fasteners to seem
<br />roof deck to bar joists using Hilti Pneumatic Tool R4XI2 or the Hilti Powder
<br />Actuated tools DX-36M or DX-A41SM.
<br />3.4.3.4 The nailhead stand off shall be according to the manufacturer's
<br />recommendations and verified with an inspection gauge. The power level .
<br />shall be determined by j obsite testing.
<br />3.43.5 Installation of fasteners shall be in accordance to design requirements and
<br />installed by an operator trained and licensed by the manufacturer.
<br />14,16 Powder Actuated Tools shall be low velocity, piston principle, adjustable.
<br />3.5. Field Quality Control
<br />3.5.1 Testing Agency
<br />3.5.2 A qualified independent testing agency employed and paid by the contractor
<br />will perform field quality -control testing.
<br />3.5.3 Field welds will be subject to inspection requirements of Section 05120,
<br />"Structural Steel".
<br />3.5.4 Deck Attachment pattern will be subject to inspection.
<br />3.5.5 Testing agency will report test results promptly arid in writing to Owner and
<br />Engineer.
<br />3.5.6 Remove and replace work that does not comply with specified requirements.
<br />3.5.7 Additional testing, at Contractor's expense, will be performed to determine
<br />compliance with specified requirements.
<br />3.6. Repairs and Protection
<br />tin an paint scarred areas, welds, and rust
<br />spots on both surfaces of installed deck panels. .
<br />in
<br />without damage or deterioration at time of Substantial Completion.
<br />End of Section 05 30 00
<br />Section 06 00 00
<br />Woods, Plastics and Composites
<br />1. General
<br />1.1. Submit LOI in accordance with Section 01 33 00 Submittal Procedures.
<br />1.2. Scope of Work: See drawings including plans, room schedules and details for
<br />materials, attachment methods, etc. Frame for all concrete beams, slabs, etc. Provide
<br />all wood funing, blocking, and trim required.
<br />2. Products
<br />2.1. General:
<br />2.1.1 Bloddrig: Provide all wood blocking and backing as required for the proper
<br />installation of plumbing and fixtures, cabinets, miscellaneous accessories, etc.
<br />Block between studs at joints butting two pieces of plywood or other material.
<br />.
<br />2.1.2 Interior partitions: Steel studs. See Section 09 29 00 Gypsum Board.
<br />2.2. Wood species, grading:
<br />2.2.1 Wood for th al breaks in slabs: #2 Southern Pine, KD19, moisture resistant
<br />pressure treated as described below.
<br />2,2.2 Interior Exposed Wood Trim: C-Select grade SPF-S. Base shall be I x 4 (nom.)
<br />with 45 degree sanitary out top. .
<br />2.2.3 Other lumber: Where appearance is not a factor, Construction Grade SPF-S,
<br />KD19.
<br />2.3. Plywood: Except as otherwise specified or provided, shall conform to requirements
<br />ofAmerican Plywood Association, Exterior Grades Group 1, Fir AC. Sheathing
<br />Grade Plywood shall be Fir or Pine, 4 ply, Exterior Glue.
<br />2.4. Pressure Treated Wood: 1
<br />2.4.1 Wood in contact with concrete or masonry, in the roofing system, as blocking
<br />for storefront openings or at other locations where necessary shall be pressure
<br />treate&
<br />2.4.2 Provide wood pressure treated for above -ground use per AV*TPA Standards P5
<br />and C2 or C9, Chromated Copper Arsenate type C C'Wolmanized", Osmose
<br />"CCA-C-, Hoover "CCX', etc.), 0.25 pcf
<br />2.4.3 Salts retention:
<br />14.3.1 Wood for thermal breaks in slabs: 0.60 lb/cuft minimimi, AWPA
<br />C22. .
<br />2.4.3.2 All other locations: 0.40 lb/cuft minimum, AWPA C2.
<br />2.5. Fire Retardant Wood Treatment:
<br />2.5.1 All wood and plywood in concealed locations shall be fire retardant treated.
<br />2.5.2 Press -are treat wood with fire retardant material which has been tested and
<br />proven to meet AWPA Standards C20 and C27 for Type A use.
<br />2.5.3 Treated product shall be low hygroscopic, and shall bear the UL stamp.
<br />2.5.4 Kiln dry to moisture of 19% or less for lumber and 15% or less for plywood.
<br />2.5.5 Interior exposed plywood: Treated and labeled to meet ASTM E84 Standards
<br />I for Class C interior finish, kiln dried after treatment.
<br />2.5.6 Use galvanized fasteners for fire retardant treated wood.
<br />2.5.7 Approved treatment:
<br />Chemical Specialties, Inc. - "D-Blaze"
<br />Hickson Corporation - Dri-Con"
<br />Hoover Treated Wood Products, Inc. - "Pyro-Guard"
<br />2.6. Wood Cased Openings: Frame with nominal 2 x 4 frame, species, grade as above.
<br />Wrap with stainless steel.
<br />I
<br />-
<br />2.7. Acrylic/Polyester Resin solid surfacing materiat:
<br />2.7.1 Provide material and manufacturer's standard seamless joint kit Color:
<br />Manufacturer's standard color to match Corian "Dusk."
<br />2.7.2 Acceptable products:
<br />Dupont "Corian"
<br />International Paper, Nevamar Division"Fountainhead"
<br />Ralph Wilson Plastics Co. "Gibraltar"
<br />Formica Corporation "Surell"
<br />2.7.3 Rcstroom. lavatories:
<br />Dupont "Corian" - Model 8 1.0 Bowl with Integrated Sinktop, "Arctic
<br />WhiWl 1
<br />2.8. Acrovyn Wall Protection
<br />�
<br />2.8.1 Furnish and install Acrovyn Comer Guard Systems in models, sizes and
<br />quantities as detailed on the drawings, and as manufactured by and per the
<br />National Purchasing Agreement between Grand Entrance a member of C/S
<br />Group of Companies, Gaithersburg Md. and Publix Supermarkets Inc. Contact
<br />Sandra Gergely of Grand Entrance at (988-424-6287),
<br />2.8.2 "0.40" High Impact Sheeting.
<br />2.8.2.1 Acrovyn high impact sheeting shall be 0.40" thick rigid vinyllacrylic.
<br />2.8.2.2 Provide in sheets 3'x 10' or 3' x 8' with "pebblette" texture.
<br />2.8.2.3 Patterns and colors are listed on drawings.
<br />2.8.3 SCR-50 Crash Rail
<br />I
<br />1
<br />2.8.3.1 Acrovyn surface mounted SCR-50 crash rail consiteing of continuous
<br />aluminum retainer mcluding an integral shock absorbirig cushion with
<br />a snap on Acrovyn cover.
<br />2.8.3.2 Acrovyn material shall be high impact acrlyic/vinyl with "pebblettell
<br />texture finish. 1
<br />2.8.3.3 Acrovyn cover to flex upon impact for shock absorption.
<br />2.8.3.4 Crash rail to be 5" high with 1-1/16" nominal depth.
<br />I hardware.
<br />2.8.3.6 Color and pattern to be listed on drawings.
<br />2.8.3.7 Follow all manufacturer's instructions regarding the installation of
<br />Acrovyn Protective Sheets and Crash Rails.
<br />2.9. Stainless Steel:
<br />�
<br />covers for head andjamb of doors and eased
<br />openings as scheduled and detailed, and wall finish at all grease hoods, as
<br />indicated and a minimum of floor-to-ceifing, behind and 18 in- on either side of
<br />hoods. ,
<br />2.9.2 Stainless Steel: 18 gauge, type 304 with number three polish.
<br />2.10. Cooler Armor: Where indicated, provide cooler armor formed as shown from 14
<br />gauge (minimum) steel sheet forming steel Type B, ASTM A653, coating
<br />designation G90 (normal spangle), not chemically treat4 oiled.
<br />2.11. Fiberglass Reinforced Polyester Panels: As scheduled and as indicated on drawings.
<br />2.1 1.1 Panels 3/32" thick, 48" wide, extending fall. room height (no horizontaljoints
<br />will be accepted) or, where indicated on drawings, use 48 in. coil for
<br />installation as a wainscot.
<br />2.11.2 Provide materials bearing U.L. label indicating compliance with ASTM E84
<br />Standards for Class A Interior Finish.
<br />2.11.3 Provide junction molding for all inside and outside comers as required. Layout
<br />installation so a minimum of 16" panel width is maintain A
<br />. CU.
<br />2,11.4 Acceptable Product:
<br />Lasco
<br />Marlite
<br />Kemhte Glasbord
<br />2.11.5 Adhesive: Use a non-shritildrig, waterproofmastic adhesive.
<br />2.11.51 Acceptable Products:
<br />Titebond, "Solvent -Based FRP Adhesive"
<br />TACC,'7216 Panel Adhesive'
<br />Chem Link, "DuraTe)C'
<br />I 3M, "Scotch -Grip Construction Mastic 4323"
<br />2.12. Rough Hardware: Nails, case hardened nails, spikes, screws, bolts, and similar items
<br />shall be of sizes and types to rigidly secure members in place. Use galvanized nails
<br />throughout the job, except in formwork that will be removed.
<br />3. Execution
<br />3.1. General:
<br />3.1.1 Carefully layout, cut, fit and securely erect all framing and all other items of
<br />carpentry. Adequate and substantial furring, bloddrig, grounds, and supports
<br />properly anchored, shall be provided for all paneling, trim etc.
<br />3.1.2 At all plywood edges, there shall be either a vertical stud or horizontal backing
<br />to nail into.
<br />3.2. Anchorage: All wood framing members in contact with steel, concrete or masonry
<br />shall be securely anchored at not over 48" intervals or as shown on the drawings.
<br />Provide anchors, bolts, and other items necessary for attaching miscellaneous
<br />equipment, all to be installed as the work progresses,
<br />3.3. Grounds and nailing strips: Furnish and set dressed wood grounds for all trim. Check
<br />for perfect alignment with long straight edge.
<br />3.4. All walls shall be finished before any ceiling work is done, Walls shall be installed as
<br />soon as the cooler and freezer are installed,
<br />3.5. Fiberglass -Reinforced Polyester Panels: Install panels vertically with "T" mold
<br />between sheets and inside and outside comers as required. Install adhesive by either
<br />trowel or caulk gun.
<br />3.6. Stainless Steel: � .
<br />3.6.1 Sheet: Install with approved non -water -based contact cement. Cutting of all
<br />holes in steel covered panels for electrical and plumbing outlets shall be by
<br />appropriate trades, neatly and accurately to produce high quality appearance.
<br />. 3.6,2 Cladding for eased openings, impact door frames, etc.: Install with
<br />appropriately sized compatible stainless steel screws using torque limiting
<br />screwdriver. Do not over -tighten.
<br />3.7. Cooler Armor Apply shop formed galvanized sheet steel armor where indicated on
<br />the Drawings, using sex bolts as shown, spaced I%0" o.c., top and bottom. Apply
<br />sealant top and bottom.
<br />3.9. Solid Surfacing Material: Work material to produce lines and forms as shown. Where
<br />horizontal surfaces abut, weld sheets to form seamless joints, invisible as defined by
<br />manufacturer of sheet material, impervious to penetration and stains.
<br />3.9. Protection: Paneling, woodwork, trim doors, hardware, etc,, shall be protected after
<br />delivery to job and after installation.
<br />End of Section 06 00 00
<br />Section 07 21 00
<br />Thermal Insulation
<br />1. General
<br />I.I. This Section includes the following:
<br />Concealed building insulation (refrigerated case walls)
<br />Underslab insulation (freezers)
<br />1.2. Related Sections include the following:
<br />1.2.1 Section 04 20 00 Unit Masonry for insulation installed as part of unit masonry
<br />construction.
<br />1.2.2 Section 07 51 00 Built -Up Bituminous Roofing for insulation installed as part
<br />of roofing construction.
<br />1.3. Submittals:
<br />1.3.1 Submit L01 in accordance with Section 01 33 00 Submittal Procedures.
<br />.
<br />1.3.2 No product submittals are needed.
<br />1.4. Quality Assurance
<br />1.4.1 Source Limitations: Obtain each type of building insulation through one source
<br />from a single manufacturer.
<br />1.5. Delivery, Storage and Handling:
<br />1.5.1 Protect insulation materials from physical damage and from deterioration by
<br />moisture, soiling and other sources. Store inside and in a dry location.
<br />Comply with manufacturer's written instructions for handling, storing and
<br />protecting during installation. I
<br />1
<br />1.5.2 Protect plastic insulation as follows:
<br />1.5.2.1 . Do not expose to sunlight, except to extent necessary for period of
<br />installation and concealment. 1
<br />all times. Do not deliver plastic insulating
<br />materials to Project site before installation time.
<br />1.5,23 Complete installation and concealment as rapidly as possible in each
<br />area of construction.
<br />2. Products
<br />-
<br />2.1. Extruded -Polystyrene Board Insulation:
<br />2.1.1 Refrigerated Case Wall Insulation: .
<br />� "STYROFOAM Z-MATE", Dow Chemical Company
<br />"Foamular 250", Owens Coming
<br />I "InsulPink Z", Owens Corning
<br />"GreenGuard Scoreboard Insulation Board", Pactiv
<br />2.1.1.1 Freezer Sub -Slabs:
<br />"STYROFOAM FREEZERMATE", Dow Chemical Company
<br />"GreenGuard CM Insulation Board". Pactiv
<br />'Toamular 250", Owens Coming
<br />2.1.2 Size Requirements:
<br />2.1.2.1 Sub -slab insulation will be 2" thick and 24" wide by 96" long.
<br />2.1.2.2 Refrigerated case wall insulation shall be 1 1/2" thick. �
<br />3. Execution
<br />1.1. Preparation:
<br />3.1.1 Examine all substrates, with Installer present, for condition compliance prior to
<br />installation. Correct all unsatisfactory conditions before proceeding.
<br />3.2. Installation:
<br />�
<br />3.2.1 Comply with insulation manufacturer's written instructions applicable to
<br />products and application indicated.
<br />3.2.2 Install insulation that is undamaged, dry and unsoiled and that has not been left
<br />exposed at any time to ice, rain and snow.
<br />I
<br />3.2.3 Extend insulation in thickness indicated to envelop entire area to be insulated.
<br />Cut and fit tightly around obstructions and fill voids with insulation. Remove
<br />projections and fill voids with insulation. Remove projections that interfere
<br />with placement.
<br />3.2.4 Add single layer of insulation units to produce thickriess indicated unless
<br />multiple layers are otherwise shown or required to make up total thickriess.
<br />3.2.5 On horizontal surfaces, loosely lay insulation units according to manufacturer's
<br />written instructions. Stagger end joints and tightly abut insulation units.
<br />1
<br />3.2.6 Apply insulation units to substrates by method indicated, complying with
<br />manufacturer's written instructions. If no specific method is indicated, bond
<br />units to substrate with adhesive or use mechanical anchorage to provide
<br />permanent placement and support of units.
<br />End of Section 07 21 00
<br />Section 07 51 00
<br />Bituminous Built -Up Roofing
<br />1. General
<br />1. 1. This Section includes the following:
<br />Built -Up Roofing
<br />Roofing Insulation .
<br />ti
<br />1.2.1 Section 07 60 00 Flashing and Sheet Metal.
<br />1.2.2 Section 07 72 33 Roof Hatches.
<br />pti .
<br />1.3.1 Wind Resistance:
<br />1.3.1.1 Comply with the requirements of the Authority Having Jurisdiction.
<br />1.3.1.2 Publix's Minimum Requirement: Factory Mutual "Class 1-90" wind
<br />resistance.
<br />1.3.1.3 Comply with all of the requirements for a Factory Mutual approved
<br />installation, including but not limited to all Loss Prevention data
<br />sheets for roofing and/or the wind uplift pressures as calculated per
<br />ASCE 7-98 which ever is the more stringent.
<br />1.3.2 Fire Performance:
<br />Mi r s "Class C".
<br />1.3.2.2 For stores located in a Fire District provide Underwriters Laboratori
<br />"Class A".
<br />13.3 Materials used shall be listed in the latest edition of the Factory Mutual
<br />Approval Guide. Categories are:
<br />Membrane Materials
<br />Insulation
<br />Insulation Fasteners
<br />Stress Plates
<br />Steel Deck
<br />Other materials where applicable
<br />1.4. Submittals:
<br />1.4.1 Submit LOI in accordance with Section 0 1 33 00 Submittal Procedures. This
<br />to indicate Installer's understanding of the specified roofing systems, and the
<br />qualifications required of the Roofer.
<br />1.4.2 Materials on Site: Provide do
<br />requirements, including certificates and delivery logs for bulk materials, and
<br />record on field testing for softening point, flash point, evt, and other quality
<br />control testing as required.
<br />1.5. Quality Assurance
<br />1. 5. 1 Installer (Roofer):
<br />1.5.1.1 A single Installer (Roofer) shall perform the work of this Section, th
<br />extent of which is described above. Roofer shall be a Firm
<br />specializing in Built -Up Roofing System work for at least 5 years, at
<br />be capable of showing Successful installations smular to the work
<br />required for this project.
<br />.
<br />ll
<br />Installer qualified to perform work eligible for the Manufacturer's
<br />Fifteen Year No Dollar Limit Warranty.
<br />ll ll of the Roofing Contractors approved by th
<br />Publix roofing steering team at the time of bidding. Contact the
<br />regional Publix construction manager for the current approved list.
<br />r type of Roofing Sheet
<br />(Felt), Bitumen, Insulation, and Vapor Flow Retarder (if any)
<br />produced or privately labeled by the same single Manufacturer.
<br />eco acceptable to Manufacturer ol
<br />primary products.
<br />1.5.2 Inspections:
<br />psors will visit the Site periodically
<br />1.5.2.2 Notify ASR Associates ten days before anticipated roof start.
<br />shall make a minimum of three inspections per job
<br />ASR's representative has full authority to stop roofing work if
<br />conditions are not in conformance with manufacturer's requirements
<br />1. 5.3 Warranty:
<br />1.5.3.1 All work shall be accomplished in a manner to be eligible for
<br />Manufacturer's Fifteen Year No -Dollar -Limit Warranty coverage.
<br />ollar Limit Warranty is no
<br />usually required, it may be for some projects. The owner/developer
<br />must express their intent to obtain the roof warranty prior to the pre -
<br />roofing conference.
<br />1.6. Product Handling
<br />L6.1 General: Handle and store roofing system products in a manner which win
<br />ensure no possibility of significant moisture pick-up. Store in a dry, well
<br />ventilated, water- proof place. Do not leave unprotected materials on roof
<br />overnight. Store rolls of felt and other sheet goods on end.
<br />1.6.2 When materials are stored outside, they shall be placed on platforms that are
<br />raised offthe ground or roof deck, and they shall be covered with waterproof
<br />coverings. Coverings that are "breathable" (such as canvas) are preferred.
<br />1.6.3 Roofing materials shall be delivered to the Job Site just prior to roof
<br />installation when possible or stored in closed vans.
<br />1.6.4 Roofing bitumen may be stored unprotected on the ground. However, moistur
<br />and dirt shall be removed from roofing bitumen before heating.
<br />1.6.5 Roof Loading: Do not store materials on roof decks, nor position roofing
<br />installation equipment on roof decks, in concentrations exceeding design live
<br />loading.
<br />1.7. Job Conditions:
<br />1
<br />1.7.1 Pre -Roofing Conference:
<br />m kin on of Roofing
<br />System, meet at Project Site with Installer (Roofer), installers of
<br />substrate construction (decks)and other work adjoining roof system
<br />including penetrating work and roof -top units and representatives of
<br />. other trades directly concerned with performance of roofing system,
<br />including Publix Representative.
<br />1.7.1.2 Review requirements (Contract Documents), Submittals, status of
<br />coordinating work, availability ofmaterials and installation facilities,
<br />ll for inspections and
<br />testing or certifications, proposed installation procedures. record
<br />discussion including agreement or disagreement on matters of
<br />significance.
<br />1
<br />1.7.1.3 Discuss roofing system protection requirements for construction
<br />period extending beyond roofing installation.
<br />1.7.1.4 Furnish minutes of meeting to each participant.
<br />1.7.2 Weather Conditions: Proceed with roofing system installation only when
<br />existing and forecasted weather conditions are favorable and will allow work
<br />proceed in accordance with requirements and recommendations of
<br />manufacturers of primary roofing system materials.
<br />I.S. Testing By Publix Representative
<br />1.8.1 After Substantial Completion, the Publix Consultant will conduct testing to
<br />determine watertightness of all roofing assemblies. If, in the opinion of the
<br />Consultant, the moisture content of an assembly is too high, the Contractor
<br />shall remove and replace all affected materials, and take all steps necessary to
<br />make the assembly watertight.
<br />1.8.2 Test when ambient humidity is less than 90%. Assembly shall contain less tha
<br />8% moisture by weight.
<br />2. Products
<br />2.1. Roof Insulation: Roof insulation shall be, 2.5" Energy Guard polyisocyanurate roof
<br />insulation.
<br />2.2. Roof insulation fasteners shall be Drill-Tec #14 pre -assembled fasteners with 3" mete
<br />Stress plates. Length must be sufficient to penetrate top flute of metal deck by 3/4".
<br />2.3. Built -Up Roof Membrane materials
<br />2.3.1 Roof membrane (over steel deck): The following are the approved roofing
<br />membranes - Eliminator, 3 Ply, Type IV (ASTM D-2178) felts, white/light
<br />gray mineral -surfaced Polyester reinforced SBS modified bitumen Cap Sheet
<br />fally mopped with steep asphalt.
<br />GAF/U.S. Intee Spec #PRF - PP5TP - RI or, for locations requiring
<br />fire rated cap sheet, #190 FR - PP5TP - RI.
<br />2.3.2 There are no exceptions or substitutions for approved membrane or
<br />specifications.
<br />.
<br />2.3.3 Bitumen: Steep asphalt complying with ASTM D-312-78, Type IV.
<br />2.3.4 Base Flashing Adhesive: Matrix 201.
<br />�
<br />2.3.5 Ban Flashing (Granular -Surfaced Modified Bitumen): Specified Cap Sheet
<br />2.3.6 Asphaltic Concrete Primer: Comply with ASTM D-41-78
<br />2.3.7 Preformed Edge Strips: Rigid asphalt impregnated organic fiber insulation or
<br />molded perlite insulation, molded to form 3 1/2" x 3 1/2" x 45 cant strips and
<br />tapered edge strips as shown to receive roofing ply -sheet courses and lift edge
<br />above main roofing surface.
<br />2.3.8 Lead Flashing: 2 1/2 1b. to 4 lb. sheet of common pig lead.
<br />.
<br />�
<br />ealant, ASTM C920, Type S, Grade
<br />NS, Class 25, Use A:
<br />Bostik "Chem-CaW'900
<br />Pecora -Dynatrol I"
<br />Sonneborn NP- I
<br />Chemlink "Novalink"
<br />3. Execution
<br />.
<br />3.1. InspectionofSubstirate:
<br />3.1.1 Examine substrate surfaces to receive built-up roofing system and associated
<br />work and conditions under which roofing will be installed- Do not proceed
<br />with roofing until unsatisfactory conditions have been corrected in a manner
<br />acceptable to Roofer.
<br />3.1.2
<br />Verify that flatness and fastening of metal roof decks comply with the
<br />following:
<br />fastening patterns indicated in
<br />the Contract Documents.
<br />S
<br />3.1.2.2 Top Flanges: No concavity or convexity in excess of 1/16" across any
<br />3 adjacent flanges.
<br />3.1.2.3 Side Laps: Properly nested and mechanically fastened-
<br />3.1.2.4 End Laps: Minimum 2" laps located over and fastened to supports.
<br />3.2. General Installation Requirements:
<br />3.2.1
<br />Sequencing of work:
<br />3.2.1.1 Coordinate the installation of all bloddrig and grounds required for
<br />installation of roofing system. Insure that proper thickness of solid
<br />I material is in place for use.
<br />3.2.1.2 Where wall finishes are to be installed after the installation of roofing
<br />or sheet metal materials, insure that proper measures are taken to
<br />provide solid support at all edges. (Example: When plaster or EIFS
<br />is
<br />finish is to be applied after installation of coping cap.)
<br />3.2.1.3 Install insulation layers when steel deck installation has progressed to
<br />a pointwhich will allow uninterrupted roofing operations.
<br />cut-offs as necessary. Provide temporary details at curbs ' in -place
<br />penetrations, parapets, roof edges, and other locations where water
<br />intrusion may be expected.
<br />3.2.1.5 Install all sheet metal edge trim, flashings, copings, etc. before
<br />installation of cap sheet. Strip in immediately.
<br />assembly as necessary as soon
<br />.
<br />after installation of sheet metal work as possible. Clean thoroughly.
<br />Notify manufacturer for pre -cap sheet inspection.
<br />d
<br />3.2.1.7 Install cap sheet over repaired ply -sheet assembly as soon as possible.
<br />Use torches or other means of assuring totally dry surface at time of
<br />application.
<br />3.2.1.8 Maximum elapsed time of bare ply -sheet assembly exposure allowed
<br />is 30 days. Where it is anticipated that cap -sheet installation will be
<br />delayed more than 30 days, apply glaze coat.
<br />e
<br />3.2.1.9 All modified bitumen flashing shall be terminated with its associated
<br />two piece counter flashing immediately after installation.
<br />3.2.2
<br />Cooperate with inspection and test agencies engaged or required to perform
<br />services in connection with built-up roofing system installation.
<br />.
<br />3,23
<br />Protect other work from spillage of built-up roofing materials, and prevent
<br />liquid materials from entering or clogging drains and conductors. Replace/
<br />restore other work damaged by installation of built-up roofing system work.
<br />3.2.4
<br />Insurance/Code Compliance:
<br />.
<br />3.2.4.1 Install built�up roofing system for (and test where required to show)
<br />compliance with governing regulations and with the requirements of
<br />Part I of this Section.
<br />.
<br />l tr
<br />I
<br />required to conform to insurance requirements of wind -load zone
<br />where project is located.
<br />3.2.4.3 Secure curbs and other owner supplied items which penetrate the roof
<br />membrane to the structure to resist forces required of the rest of the
<br />system.
<br />3.2.5
<br />Coordinate the installation of insulation, roofing sheets, flashings, stripping,
<br />coatings and surfacing, so that insulation and felts are not exposed to
<br />precipitation nor exposed overnight.
<br />3.2.6
<br />Provide cut-offs at end of each day's work, to cover exposed felts and
<br />insulation with a course of coated felt with joints and edges sealed with roofing
<br />cement. Remove cut-offs immediately before resuming work.
<br />3.2.7
<br />Asphalt Bitumen Heating: Heat and apply bitumen in accordance with
<br />Equiviscous Temperature Method C'EVT Metho&') as recommended by
<br />NRCA. Do not raise temperature above ininitnum normal fluid -holding
<br />temperature necessary to attain EVT (+25 f or + 14 c, at point of application)
<br />more than one hour prior to time of application. Discard bitumen which has
<br />been held at temperature exceeding Finished Blowing Temperature (FBT) for a
<br />period exceeding 3 hours. Determine flash point, finished blowing temperature
<br />and EVT of bitumen, either by information from bitumen producer or by
<br />suitable tests, and determine maximum fire -safe handling temperature and do
<br />not exceed that temperature in heating bitumen; but in no case heat bitumen to
<br />a temperature higher than 25 f (14 c) below flash point.
<br />3.2.8
<br />Bitumen Mopping Weights: For interply mopping, and for other moppings
<br />except as otherwise indicated, apply bitumen at an average rate of not less than
<br />20 lbs. (+25% on a total job average basis) per roof square.
<br />3,2.9
<br />Glaze Coat (When required for delayed cap -sheet installation longer than 14
<br />days): Over ply�sheet assembly, apply glaze coat at a rate of 10-12 lbs. per
<br />�
<br />roof square.
<br />3.2. 10
<br />Substrate Joint Penetrations: Do not allow bitumen to penetrate substrate joints
<br />and enter building or damage insulation.
<br />3.2.11
<br />At end of each days roofing installation, protect exposed edge of incomplete
<br />work, including ply sheets and insulation.
<br />3.3. Insulation Installation:
<br />3.3,1
<br />General: Comply with insulation manufacturers' instructions and
<br />recommendations for the handling, installation, and bonding to substrate of
<br />insulation. �
<br />3.3.2
<br />Do not apply hot materials to, or rest hot containers on insulation at
<br />temperatures above those recommended by insulation manufacturers.
<br />3.33
<br />Cut to fit tightly and neatly around all obstructions and roof penetrations.
<br />3.3.4
<br />Lay no more insulation in one day than can be covered with roofing that same
<br />day-
<br />0
<br />3.3,5
<br />Use tapered insulation to provide crickets on the up -roof side of all curbs over
<br />2'-O" wide. 1
<br />3.3.6
<br />FM 1-90 Assemblies: The foam insulation panels shall be mechanically
<br />attached to metal deck through the gypsum board( if present), with Factory
<br />Mutual and U.L. approved fasteners, with its joints staggered. Subsequent
<br />layer(s), if required, shall be fully set, with their joints staggered, in hot asphalt
<br />at a nominal rate oftio less than 30 lbs. per 100 sq ft. unless governing codes or
<br />regulations require total mechanical attachment. Attachment shall be in
<br />accordance with U.L., FM., and manufacturers recommendations.
<br />3.3,7
<br />FM I- 120 and higher Assemblies: The foam insulation panels and the
<br />subsequent layer(s) shall be mechanically attached to metal deck, through the
<br />gypsum board (if present), with specified fasteners. Apply all layers with joints
<br />staggeredover layer below. Attachment shall be in accordance with U.L., FM.,
<br />and manufacturers recommendations.
<br />3.4, Roof Membrane Installation:
<br />3.4.1
<br />Shingling of Plies: Except asotherwise indicated, install membrane with ply
<br />sheets shingled uniformly to achieve required number of plies of membrane
<br />throughout. Shingle in proper direction to shed water on each area of roofing.
<br />-
<br />3.4.2
<br />Broom in each ply as directed by manufacturer. Use broom approved by
<br />manufacturer.
<br />3.4.3
<br />Cant Strips/Tapered Edge Strips: Except as otherwise shown, install preformed
<br />45 dog. insulation cant strips atjunctures of BUR membrane with vertical
<br />surface. Provide preformed tapered edge strips at areas shown on drawings as
<br />needed to divert water.
<br />a
<br />3.4.4
<br />inter -Ply Sheets: Provide the number and type(s) of ply sheets (felts) indicated,
<br />lapped (shingled) amount as required to form a continuous, uniform membrane
<br />with bitumen moppings between sheets so that ply sheet does not touch ply
<br />sheet. Extend built-up roofing membrane to 2" (nominal) above top edge of
<br />cant strip and terminate.
<br />1 3.4.5
<br />All edge metal shall be installed before installation of Cap Sheet. Backwater
<br />laps are not allowed.
<br />3.4.6
<br />Install cap sheet in strict compliance with manufacturer's instructions.
<br />3.4.6. 1 At head laps, cut tee joints 45 degrees. Round exposed comers.
<br />.
<br />3.4.6.2 Provide additional layer of cap sheet at doors of mechanical
<br />equipment rooms and at roof hatches.
<br />S
<br />3.4.7
<br />Membrane Flashings:
<br />3.4.7.1 Provide 2 ply base flashing at all angle changes consiting of I ply of
<br />ASTM D-2178 Type IV glass felt set in hot mopping of Type IV
<br />asphalt followed by I ply of SBS cap sheet (same material as roofing
<br />cap sheet) set in a continuous troweling of Matrix 201. Similar to
<br />U.S. Intec detail SBS5. Comers are to be flashed per details SBS I 1
<br />and SBS 12 (formerly Flex3).
<br />3.4.7.2 At horizontal metal flanges, i.e. Gravel Guard MB, electrical and
<br />mechanical metal flanges, metal is to be primed with a D-41 primer
<br />and set in a full. bed of Matrx 20 1. Metal flanges are to be flashed the
<br />some day they are installed with I ply of Intec/Flex Smooth, 6" wider
<br />than the flange being flashed� set in a continuous troweling of Matrix
<br />201.
<br />3.4.8
<br />At all locations where "bleed -out" of asphalt is present apply mineral granules
<br />which match the granules of the cap sheet to achieve 100% hiding of the
<br />asphalt. Apply granules while asphalt is warm enough to allow solid
<br />irnbedment.
<br />3.4.9
<br />Allow for expansion of running metal flashing and edge trim which adjoins
<br />roofing. .
<br />3.4. 10 Counter Flashings: Counter flashings, cap flashings, expansion joints and
<br />similar work shall be coordinated with built-up roofing work.
<br />3.4.11 Seam : Rivet and solder alljoints in gutters. Otherjoints shall be formed for
<br />back splice plates as required. Seal with urethane sealant.
<br />3.5. Protection of Roofing:
<br />3.5.1 Upon completion ofroofing work (including associated work) Installer shall
<br />advise Contractor of recommended procedures for surveillance and protection
<br />ofroofing during remainder of construction period,
<br />3.5.2 Installer shall repair or replace (as required) deteriorated or defective work
<br />found at time of Final Inspection. Installer shall be engaged by Contractor to
<br />repair damages to roofing which occurred subsequent to roofing installation
<br />and prior to Final Inspection. Repair or replace the roofing and associated work
<br />to a condition free of damage and deterioration at time of Substantial
<br />Completion.
<br />3.6. Cleaning:
<br />3.6.1 Remove bituminous markings from finished surfaces in areas where finished
<br />surfaces are soiled by bitumen or any other source of soiling caused by work of
<br />this Section. Consult Manufacturer for recommended cleaning methods and
<br />materials and conform to their advice.
<br />3.6.2 Remove finished materials which cannot successfully be cleaned, and replace
<br />with new materials at no expense to owner.
<br />End of Section 07 51 00
<br />Section 07 60 00
<br />Flashing and Sheet Metal
<br />1. General
<br />1. 1. Scope: This Section includes all. Sheet Metal Work, e.g. overflow scuppers, gutter,
<br />downspouts, gravel stop, parapet coping cap and counter flashing.
<br />1.2. Related Sections include the following:
<br />1,2.1 Section 07 51 00 Bituminous Built -Up Roofing. .
<br />1.2.2 Section 07 72 33 Roof Hatches. .
<br />1.3. All penetration seals are part of the Work of this Section with the following
<br />exceptions:
<br />1.3.1 All air conditioning and ventilation ducts, hood and duct covers is work of
<br />other Sections; flashing and penetration waterproofing is work of this Section.
<br />1.3.2 All flashings for penetrations through roof membrane, insulation, flashing or
<br />other items making up the roof assembly are work of this Section. �
<br />1.3.3 All curbs for HVAC equipment fans, vents, and fresh air intakes win be
<br />� furnished by Pubhx and installed by the contractor installing this equipment.
<br />1.3.4 Install all lead flashing under this Section. Supply lead flashing under this
<br />Section or other Section as appropriate forjob conditions. Cooperate with all
<br />trades.
<br />1.3.5 Equipment Houses located on the roof: All curbs and structural connections
<br />will be provided and set with the houses. Houses will be equipped with
<br />receivers for roofing work. Provide flashing and other measures to render the
<br />installations watertight.
<br />1.4. Submittals:
<br />1.4.1 Letter of Intent (LOI): Information for this Section will be submitted as part of
<br />the LOI for Section 07 51 00 Bituminous Built -Up Roofing.
<br />.
<br />1.4.2 Shop drawings of flashing details will accompany the submittal package for
<br />Section 07 51 00 Bituminous Built -Up Roofing.
<br />1.4.3 Materials on Site: Provide do ti
<br />requirements, including certificates and delivery logs for bulk materials, and
<br />record on field testing for softening point, flash point, evt, and other quality
<br />control testing as required.
<br />�
<br />1.5. Quality Assurance
<br />1.5.1 Installer (Roofer):
<br />1.5.1.1 All Work of this Section shall be by the approved Installer of Section
<br />07 51 00 Bituminous Built -Up Roofing.
<br />.
<br />eptable to Manufacturer of primary
<br />products.
<br />1.6. Product Handling
<br />1.6.1 When materials are stored outside, they shall be placed on platforms that are
<br />raised off the ground or roof deck and they shall be covered with waturproof
<br />coverings. Coverings that are "breathable" (such as canvas) are preferred.
<br />1.6.2 Roofing materials shall be delivered to the Job Site just prior to roof
<br />installation when possible or stored in closed vans.
<br />1.6.3 Roof Loading: Do not store materials on roof decks, nor position roofing
<br />iriLstallation equipment on roof decks, in concentrations exceeding design live
<br />loading.
<br />2. Products
<br />2.1. Sheet Metal
<br />2. 1.1 In general, all sheet metal items shall be fabricated from stainless steel. Use
<br />prefinished sheet metal only where required to match other work (facade) in
<br />the Center.
<br />.
<br />2.1.2 Stainless Steel
<br />2.1.2.1 Fabricate from stainless steel sheet comforming to ASTM A666, Type
<br />302 or 304; annealed, 1/16 hard, or 1/8 hard.
<br />2.1.2.2 Use gauge indicated below or as permitted by SMACNA gauge
<br />recommendations.
<br />2.1.2.3 Finish: No. 2B 'bright" cold rolled finish.
<br />1
<br />2.1.3 Sheet Metal Accessory Materials:
<br />2.1.3.1 Where available, use pre -assembled, pre -flashed accessories for all
<br />roof penetrations, gravel stops, gutters, and support assemblies.
<br />2.1.3.2 Acceptable manufacturer: .
<br />.
<br />M-Weld Division of GAF/U.S. Intec.
<br />2.1.3.3 Accessories
<br />2.1.3.3.1 Edge Metal: Gravelguard MB with preformed outside and
<br />inside comers.
<br />2.1.3.3.2 VTR flashing, Antenna Support flashing: 6" adjustable M-
<br />Vent with stainless steel draw -band.
<br />2.1.3.3.3 Flues: Manufacturer's UL compliant insulated double wall
<br />flue flashing.
<br />2.1.3.3.4 Penetration Seals: Chemlink "Chemcurb" polyester with I
<br />part pourable sealer.
<br />2.1.4 Aluminum Wall Panels:
<br />2.1.4.1 Provide prefinished 9/16" thick.021ga. "Fabrib" Aluminum wall
<br />panel as manufactured by Fabral.
<br />2.1.4.2 Fasten Aluminum wall panels to 18 ga. 3/4" hat chanels w/ #10
<br />screws @ 8" o.c.
<br />2.1.5 Solder for Sheet Metal: Except as otherwise indicated or recommended by
<br />metal Manufacturer, provide -50150 tin/lead type (ASTM-B32) for tinning and
<br />soldering joints. .
<br />2.1.6 Fasteners: Same metal as flashing/sheet metal or other non -corrosive metal as
<br />recommended by Manufacturer.
<br />2.1.7 Minimum Stainless Steel sheet thickness:
<br />Downspouts 24 Ga.
<br />. . Guttering 20 Ga.
<br />FM Roll Over Hangers 10 Ga.
<br />Gutter Space Brackets � 14 Ga.
<br />Gravel Stop 24 Ga.
<br />.
<br />Counter Flashing 24 Ga.
<br />Rain collars 24 Ga.
<br />Parapet Copings (<I 6" girth 24 Ga.
<br />Parapet Copings (16" girth and above) 22 Ga,
<br />Other Sheet metal items: Comply with SMACNA recommendations.
<br />2.2. Fabrication of Sheet Metal Accessories:
<br />2.2.1 SMACNA and NRCA Details: Conform work with details shown and with
<br />"Architectural Sheet Metal Manual" by SMACNA. Comply with installation
<br />details of "Roofing and Waterproofing Manual" by NRCA.
<br />2.2.2 Prefabricated units as indicated or provide standard manufactured units
<br />complying with requirements; fabricate from sheet metal indicated.
<br />I
<br />1
<br />2.2.3 Provide 4" wide flanges for setting on built-up roofing membrane with
<br />concealment by composition stripping.
<br />P u b 1i x.
<br />SUPE R MARKETS
<br />CORPORATE OFFICES
<br />FACILITIES DESIGN
<br />BOX A07, LAKELAND, FL 33802
<br />(863) 680-5295
<br />P14YSICAL ADDRESS:
<br />3300 AIRPORT RD., LAKELAND, FL 3381 1
<br />PUBLIX FACILITIES
<br />DESIGN DEPARTMENT
<br />DAVID TAULBEE, AIA
<br />ARCHITECT - FL REG. 9131 8
<br />DAVID RUBIN, AIA
<br />ARCHITECT - FL. REG.92557
<br />GA * REG, I 1881
<br />SC. REG. 7477
<br />AL. REG. 623A
<br />JOHN W. KITCHENS, PE
<br />CIVIL/STRUCTURAL - FL. REG. A5277
<br />GA. REG ' 020251
<br />SC.REG.16340
<br />AL. REG. 20382
<br />TN.REG-101507
<br />PAUL C. HARMAN, PE
<br />STRUCTURAL - FL. REG. 51959
<br />GAL REG * 27740
<br />SC,REG.21754
<br />AL * REG. 2,1905
<br />TN.PEG.107882 .
<br />JOHN J. CARAMALIS, PE
<br />MECHANICAL - FL. REG. 43889
<br />GA REG.0212A6
<br />SC.REG.16521
<br />AL. REG. 20581
<br />TN. REG. 108507
<br />ANTHONY CLEMENTI, PE
<br />MECHANICAL - FL. REG� 54781
<br />GA ' REG.31882
<br />SC. REG� 25591
<br />AL. REG, 2BA69
<br />TN. REG. I] 13 82
<br />RAYMOND J. SIRIANNI, PE
<br />ELECTRICAL- FL, REG. 54085
<br />GA ' REG ' 025636
<br />SC. REG. 19743
<br />AL. REG. 23065
<br />TN�REG.108038
<br />NOP,MAN MEIER, PE
<br />ELECTRICAL - FL. REG. 59422
<br />GA ' REG. 3IA92
<br />SC. REG. 25290
<br />AL, REG. 28079
<br />Q COPYRIGHT 2008
<br />PUBLIX SUPER MARKETS, INC.
<br />'HESE CONSTRUCTION DOCUMENTS ARE THE
<br />'ROPERrY Of PUBLIX SU PER MARKETS, INC. AND
<br />kRE NOT TO BE COPIED OR REUSED FOR ANY
<br />;PECIFIC BUILDING WITHOUT WRITTEN PERMISSION.
<br />'HESE DRAWINGS SHALL NOT BE DUPLICATED
<br />AlITHOUT PRIOR WRITTEN PERMISSION OF
<br />'URILIX SUPER MARKETS, INC.
<br />HE DESIGN INDICAT ED IN THESE CONSTRUCTION
<br />)OCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE,
<br />NFORMATION, AND BELIEF, COMPLY WITH THE
<br />kPPLICABLE MINIMUM BUILDING CODES
<br />J N I 0 ,
<br />( NY
<br />-
<br />PUBLIX,
<br />PLOT DATE:
<br />10 JAN 08 _
<br />REVISION DATA:
<br />,
<br />#11 2A5 (REPL. #0390)
<br />ZEPHYR COMMONS
<br />PRETrY POND RD.
<br />& HWY. 301
<br />ZEPHYRHILLS, PASCO CO.,
<br />FLORIDA
<br />R�
<br />DRAWING TITLE:
<br />I Version 07.2
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