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<br />3. Mortar: The mortar used for masonry construction shall be
<br />3. Provide 3" clear cover for all footing reinforcement. T
<br />)'Pe "M" and shall conform to all the requirements of the
<br />4. Provide wall footing reinforcing in stock lengths and bend SPECIFICATIONS FOR: MINNESOTA SOLVENTS h CHEMICALS in field as required. Lap bars minimum 24 diameters unless Uniform Building Code, latest edition.
<br />COMMISSION # 187-89-splices
<br />_. 01 noted otherwise, and stagger4. Construction: The first course of all hollow masonry shall 01000 - GENERAL REQUIREMENTS: 5 Cast dowels in footings to match bars above where reinforced be laid in full bed of mortar. All units shall be laid with
<br />-- walls or columns occur. Column and wall reinforcing dowels full face shell mortar beds. All head and end joints shall
<br />to project 24 diameters. Provide 900 bend in column and be filled solidly with mortar for a distance in from the
<br />1. Contractor shall verify all dimensions and conditions on face of the unit or wall not less than the thickness of
<br />site and building before construction is begun. All observed pilaster footing dowels and straight dowels in wall foot -
<br />discrepancies shall be reported immediately to the Engineer. ings. longitudinal horizontal and vertical joints, unless noted
<br />2. discrepancies
<br />loads: Per Minnesota r ed im n Code. 6. Wall footings shall be stepped I vertical to 2 horizontal at otherwise.
<br />Designg elevation changes. unless noted otherwise. Maximum de 5. All masonry walls shall be reinforced with cold drawn steel
<br />3. Structural members including joists, slabs. beams. trusses. depth of
<br />a single step shall be 16". wire conforming to ASTM A-82 and "Federal Specification QQ-
<br />columns and walls are designed for "in -place" loads. Con- 7 W461F", standard 9 gauge x 9
<br />tractor is responsible for shoring and bracing, without Slabs on grade are to receive a hard steel trowelled finish 9 n gauge with side rods with
<br />overstressing, all structural elements as required at any and minimum seven (7) days of curing while covered with a proximately 2" less than nominal wall thickness, placed with
<br />minimum 5/8" mortar coverage toa outside face. Side rod shall
<br />stage of construction until completion of this project. Polyethylene film or liquid spray on hardener compatible lap minimum 6" at s p
<br />d. Contractor shall take adequate precautions to insure the with future finishes. splices. The to course and first two
<br />safety of all structures and people during construction. 8. Construction Joints (CJ) shall be sawn as soon as possible courses above and below all openings shall ni reinforced
<br />after casting slab concrete. but not before the concrete has with joint reinforcing extending 24" beyond openings. Rein-
<br />forcement shall be continuous at 8" on center maximum ver-
<br />02000 - SITEWORK_ set sufficiently to prevent ravelling of the joint edges ticaI spacing, but shall not pass through control joints.
<br />from sawing. Joints shall be cut to a depth of between 20X
<br />1. Shore all walls adequately before backfilling and compacting. and 25% of slab depth. Zip Strip inserts may be substituted All single width w311s shall be reinforced with Duro-Wall
<br />No part of the structure shall be pilled on frozen soil. 9 for sawn joints. Truss type or equal. The collar joint between mu tiple
<br />Adequate protection from frost penetration in the soil under A. AI1,reinforced concrete work shall be done in accord- wythes shall be filled with mortar or grout.
<br />the structure shall be provided. ante with the "Building Code Requirements for Rein- 6. Contact lap splices for vertical reinforcing, unless noted
<br />forced Concrete," ACI 318-83. All strengths noted below otherwise.
<br />2. Safe bearing pressure of soil is assumed to be 2,000 f/SF. are 28 day strengths. g A . Walls and pilasters retaining earth: 42 bar diameters
<br />Verify capacity with inspection by an independent geotechni- B. Walls and Masters above
<br />cal engineering laboratory. At time of excavation for foot- B. Interior slabs on grade = 3500 psi. P grade: 30 bar diameters
<br />C. Footings = 3000 psi. Reinforcing bars shall be ASTM Grade 60. accurately
<br />ings notify Engineer if conditions are found to vary. y posi-
<br />3. All topsoil and organic material shall be removed from D. All other structural concrete - F'c = 3000 psi proved according en the drawings and shall be secured to
<br />within the building area. Fill shall be granular inorganic (excludes precast). Prevent displacement during grouting.
<br />fill placed in maximum 8" lifts and compacted to 95X Maximum E. See masonry notes for grout used in masonry construe- 7. Grout for bond beams, pilasters and core fill shall have a
<br />minimum f ' c = 3750 psi at 28 days, shall be in accordance
<br />Modified Proctor Density (ASTM 0-1557). tion. with ASTM C-475 and shall be a maximum size 4. Unless footings are placed on undisturbed native soil the F. Exterior concrete shall have 5% minimum entrained air. of 3/8" in
<br />bottom of footing excavations and the fill under all build- 10. Reinforcing steel shall be ASTM A-615, Grade 60, except for aggregate. Calcium chloride shall not be used in grout.
<br />ing limits and within a zone encompassed by a plane at 450 ties in columns. pilasters and beams which may be Grade 40. 8. Grouting of walls shall be accomplished by one of the fol
<br />-
<br />with the vertical extending outward from the bottom corners All bars a3 and larger shall be deformed. lowing methods, unless noted otherwise:
<br />A. Place grout in maximum 4 ' - 0 " lifts and consolidate. Al -
<br />of footings shall be inspected and tested for in place low grout to set for minimum of 15 minutes between each
<br />density and approved by an independent soil testing 03410 - PRECAST succeeding 4'-0" lift.
<br />laboratory to verify bearing capacity. Surface compact CONCRETE B. Place rout in maximum 8'-0" lifts and consolidate. A) -
<br />natural cut areas as directed by testing laboratory repre- The precast concrete manufacturer shall design all members g
<br />sentative.
<br />for indicated design loads for beams and planks. low grout to be set for minimum of 24 hours between
<br />5. Immediately prior to placing slabs on grade. a 4" minimum 2. Shop drawings bearing the seal of a Professional Engineer, each succeeding 8'-0" lift. Provide cleanouts at bottom
<br />employed by the precast concrete manufacturer and re of cores to be filled.
<br />granular subgrade shall be compacted to a minimum of 95X registered 9. All masonry shall be laid in running
<br />Maximum Modifiea' Proctor Dry Density (ASTM D-1557). Dampen in the State ri Minnesota, shall be submitted for review g bond, unless noted
<br />prior to fabrication. The shop drawings shall show details otherwise.
<br />subgrade immediately prior to slab placement. 10. Provide control
<br />6. Site fill outside building limits may be imported granular of all connections to be used. joints at maximum center 1n
<br />exterior walls above grade unless nototeded o otheerr wise. fill or native inorganic material, compacted to SOX of II. Provide 8" of bearing each end for block lintels.
<br />Standard Proctor Density. unless01000 - MASONRY: noted otherwise. Fill block cores solid at jambs for bearing
<br />under lintels and reinforce with two 84 reinforcing bars
<br />03000 - CONCRETE: I. Code for concrete masonry construction: "National Concrete vertical, unless noted otherwise.
<br />- Masonry Association". 12. Unless noted otherwise concrete masonry lintels for open-
<br />2. Concrete masonry units: The quality standards for the units ings up to 6'-0" shall be 8" high bond beam block with two
<br />1. All footing elevations shown are top of footings. shall conform to the "American Standard Specifications for #5 reinforcing bars; lintels for openings over 6'-0" up to
<br />2. All footings shall be centered under walls or columns above. 9
<br />unless noted otherwise. Hollow Load Bearing Masonry Units" (ASTM C90-70). Minimum 12'-0" shall be 16" high bond beam block with two t6 rein-
<br />f'c shall be 3750 psi based on face shell mortar beddinq. forcing bars.
<br />05OO�5TRUCT- STEEL, AND DECKING:
<br />1. Conform to he latest edition of ASTM Standard Specifica-
<br />tions where oted. Fabricate structural steel in accordance
<br />with the "So cifications for the Design, Fabrication and
<br />Erection of tructuraI Steel for Buildings" and the "Code of
<br />Standard Practice for Steel Buildings and Bridges" of the
<br />American In 0itute of Steel Construction', latest edition.
<br />and approved shop drawings.
<br />2. Erect strU turaI steel in accordance with the
<br />"SpeciIFicatio for the Design, Fabrication and Erection of
<br />Structural Steel for Buildings" and the "Code of Standard
<br />Practice for Steel Buildings and Bridges" of the American
<br />Institute o Steel Construction, latest edition, and ap-
<br />proved shop rawings.
<br />3. Conform o the requirements of the' "Specifications for
<br />Structural ints using A325 Bolts" of the AISC. Conform to
<br />the requirem nts of the Structural Welding Code --Steel, of
<br />the American Welding Society (AWS 01.1. latest edition).
<br />4. Perform welding by operators who have been previously
<br />qualified by tests as prescribed in the American Welding
<br />Society "Standard Qualifications Procedure" to perform the
<br />types of work required.
<br />5. Metal roof deck shown shall be 1 1/2" wide rib, painted,
<br />Vulcraft, type LSB19 or approved equal.
<br />6. Painting: Hentzon Paint Company's, Wisconsin 14080, Tnemec
<br />Company's 81009. Rust-Oleum Corporation's 8960, or approved
<br />equal. Color: light grey. (Color: manufacturer's standard.)
<br />Clean materials thoroughly and apply one coat of paint at
<br />the shop. Apply two field coats of exterior enamel of color
<br />chosen by Owner.
<br />DIVISION 07000 - THERMAL AND MOISTURE PROTECTION
<br />07200 - INSULATION
<br />I. Roofing insulation shall be expanded polystyrene tapered
<br />3" to 6", in two inch maximum layers with staggered joints.
<br />2. Install in accordance with roofing manufacturers reccomenda
<br />tions.
<br />07410-EXPL0SION RELIEF PANEL
<br />Install field assembled wall panel as shown on drawing.
<br />Materials shall be by Walcon or approved equal. Provide 3",
<br />0.50 density fiberglass insulation in the core. Inner liner
<br />panel shall be 22 gauge steel, type LJ-3, painted white.
<br />Outer panel shall be 22 gauge steel panels of the "Rol -Line"
<br />series, profile and color to be selected by the owner from
<br />manufacturer's standard offering. Contractor shall submit
<br />literature on profiles and color samples for owner's selec-
<br />tion, and complete shop and erection drawings to the en-
<br />gineer for review.
<br />07500 - MENBRANE ROOFING BASE
<br />1. E P.D.M. roofing shall be Carlisle Sure -Seal Roofing System:
<br />U,iversal Design B or equal.
<br />2. Install in strict compliance with manufacturers Spec ifica-
<br />t ons including installation of all flashing and sheet me-
<br />tal. ,
<br />07610 METAL ROOF DECKING
<br />1. Roof decking to be 22 gage wide rib decking by I n r y c o or
<br />equal
<br />07900 - SEALANTS
<br />1. Extruded caulking as required to be monolastomeric, as
<br />manufactured by Tremco or equal.
<br />2. Provide ethafoam rod stock backer at all joints 3/16" or
<br />larger.
<br />08000 - DOORS:
<br />1. Provide aluminum thresholds and weatherstripping for all ex
<br />ter ior doors as noted on drawings.
<br />2. Hollow Metal: All hollow metal doors shall be 1 3/4" thick
<br />with 18 gage flush seamless faces, including urethane core
<br />in exterior doors, and mechanically interlocked vertical
<br />edges and top and bottom closed flush with 16 gage steel
<br />channels. Frames shall be 16 gage interior and 14 gage ex-
<br />terior. All hollow metal shall be reinforced for closers.
<br />F i I I frames adjacent to masonry with mortor. Provide an-
<br />chorages as required.
<br />5. Coiling Doors shall be face mounted push up, type FN4, as
<br />manufactured by Overhead Door Co. or approved equal.
<br />6. Blast resistant doors shall be of 3 hr. fire resistant con
<br />struction and where applicable, insulated with incombustible
<br />mineral fiber, Doors shal be of flush construction, for low
<br />range blast pressures. fabricated of formed sheet steel with
<br />internal reinforcing proportioned to withstand the the
<br />dynamic stresses resulting from .7 psi.
<br />Frames shall be -of structural steel shapes or heavy
<br />gauge formed -steel, factory prepared for fitting of hardware
<br />and sealing devices where required.
<br />NORTH
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