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<br />3. Provide 3" clear cover for all footing reinforcement. 3. Mortar: The mortar used for masonry construction shall be
<br />SPECIFICATIONS FOR: MINNESOTA SOLVENTS 3 CHEMICALS 4• Provide wall footing reinforcing in stock lengths and bend Type "M" and shall conform to all the requirements of the
<br />COMMISSION 1 187-89-01 in field as required. Lap bars minimum 24 diameters unless Uniform Building Code. latest edition.
<br />noted otherwise, and stagger splice. 4• Construction: The first course
<br />5. Cast dowels in footings to match bars above where reinforced of all hollow masonry shall
<br />0100.0_-_GENERAL REQUIREMENTS: walls or columns occur. Column and wall reinforcing dowels be laid in full bed of mortar. All units shall De laid with
<br />-� full face shelf mortar beds. All head and end joints shall
<br />1. Contractor shall verify all dimensions and conditions on to project 24 diameters. Provide 900 bend in coI�jmn and be filled solidly with mortar for a distance in from the
<br />site and building before construction is begun. All observed Pilaster footing dowels and strais.ght dowels in wall foot- face of the unit or wall not less than the thickness of
<br />discrepancies shall be reported immediately to the Engineer. 6. Wa91 footin longitudinal horizontal and vertical joints. unless noted
<br />2. Design loads: Per Minnesota Building Code. footings shall be stepped I vertical to 2 horizontal at otherwise.
<br />3. Structural members including joists. slabs. beams. trusses. elevation changes, unless noted otherwise. Maximum depth of 5. All masonry walls shall be reinforced with cold drawn str.el
<br />columns and walls are designed for "In -place" loads. Con- 7 a single step shall be 16". wire conforming to ASTM A-82 and "Federal Specification 00-
<br />tractor is responsible For shoring and bracing. without Slabs on grade are to receive a hard steel trowelled finish W46IF". Standard 9 gauge x 9 gauge with side rods ap-
<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 />stage of construction until completion of this project. polyethylene film or liquid spray on hardener compatible minimum 5/8" mortar coverage to outside face. Side rod shall
<br />4. Contractor shall take adequate with future finishes. q precautions to insure the 8 lap minimum b" at splices. The top course and first two
<br />safety of all structures and people during construction. Construction Joints (CJ) shall be sawn as soon as possible courses above and below all openings shall be reinforced
<br />after casting slab concrete. but not before the concrete has with joint reinforcing extending 24" beyond openings. Rein-
<br />02000 - SITEWORK_ set sufficiently to prevent ravelling of the joint edges forcement shall be continuous at 8" on center maximum ver-
<br />from sawing. Joints shall be cut to a depth of between 201 tical spacing, but shall not pass through control joints.
<br />I. Shore all walls adequately before backfilli•g and compacting. and 252 of slab depth. Zip Strip inserts may be substituted All single width walls shall be reinforced with Duro-Wall
<br />No part of the structure shall be placed on frozen soil. for sawn joints Truss type or equal. The collar joint between multiple
<br />Adequate penetration in the soil under 9 A• All reinforced concrete work shall be done in accord- wythes shall be filled with mortar or grout.
<br />q protection from frost ance with the "Cuilding Code Requirements for' Rein- 6• Contact lap splices for vertical reinforcing.
<br />the structure shall be provided.
<br />2. Safe bearing pressure of soil is assumed to be 2.000 1/SF. forced Concrete." ACI 318-83. All strengths noted below otherwise. unless noted
<br />Ve-ify capacity with inspection by an independent geotechni- are 28 day strengths. A. Walls and pilasters retaining earth: 42 bar diameters
<br />cal engineering laboratory. At time of excavation for foot B. Interior slabs on grade ■ 3500 psi. B. Walls and pilasters above grade: 30 bar diameters
<br />ings notify Engineer if conditions are found to vary. Footings - 3000 psi. Reinforcing Oars shall be ASTM Geode 60. accurately pers
<br />3. All topsoil and organic material shall by remoYed from D• All other structural concrete - F'c ■ 3000 psi tioned according to the drawings and shall be secured to
<br />within the building area. Fill sha11 be granular inorganic (excludes p^ocast) prevent displacement during grouting.
<br />fill placed in maxir„um 8" lifts and compacted to 951 Maximum E• See masonry notes for grout used In masonry construc- 7• Grout for bond beams. pilasters and core fill shall have a
<br />Modified Proctor Density (ASTM 0-1557). tion. minimum f•c - 3750 psi at 28 days. shall be In accordance
<br />4. Unless footings are placed on undisturbed native soil the F. Exterior concrete shall have 51 minimum entrained air. with ASTM C-475 and shall be a maximum size 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 />with the vertical extending outward from the bottom corners All bars 13 and larger shall be deformed. lowing methods. unless noted otherwise:
<br />of footings shall be Inspected and tested for in place A. Place grout in maximum 4'-0" lifts and consolidate. AI -
<br />density and approved by an independent soil testing low grout to set for minimum of IS minutes between each
<br />laboratory to verify bearing capacity. Surface compact 03410 _ succeeding 4'-0* 11ft,
<br />The ------ _ P EC i��_ y CONOg B. placo grout In maximum 8'-0" lifts and consolidate, AI -
<br />natural cut areas as directed by lusting laboratory repro- precast concrete manufacturer shall design all members smmediave. 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 0 a Professi.,nal Engineer, each succeeding 8'-0" lift. Provide cleanouts at bottom
<br />granular subgrade shall be compacted to a minimum of 952 employed by the precast concrete manufacturer end registered of cores to De filled.
<br />Maximum Modified Proctor Dry Density (ASTM
<br />ceme 0-1557). Oamlon In the State of Minnesota, shall be submitted for review 9• Ali masonry shall be I a I d in running bond. unless noted
<br />sube filadol
<br />immediately prior to slab placement. Prior to fabrication. The shop drawings shall Show details otherwise.
<br />6 Site fill outside building limits may be imported granular of all connections to be used. 10. Provide control )flints at maximum 20'-0" on center In
<br />Stll or native inorganic material. compacted to 901 of exterior walls above grade unless noted otherwise
<br />Standard Proctor Density. Il Provide 8" of bearing each end for block II(it01S unless
<br />0/000 - 1►q,ONpy; N�,tE ,,��� �K sco MLacr` r0 �� noted otherwise. FIII block cores so lie at jambs For bearing
<br />r�GCCattnr,vE QP �Xrr<t,,�„",, ROCK p'L� taunder lintels and reinforce with
<br />03000-_CONCRETE_; 1 Code for concrete masonry construction: "National Concrete vertical, unless noted otherwise. two 14 reinforcing bars
<br />Masonry Association" 12. Unless noted otherwise concrete masonry lintels for open -
<br />I. All footing elevations shown are top of footings 2 Concrete masonry units The quality standards for the units Ings Ill+ to 6'-0" shall be B" high bond beam block with two
<br />2. All foutings shall be centered under walls or columns above. shall conform to the "American Standard Specifications for 05 reinforcing btrs: iintels for openings over 6'-0" up to
<br />unless noted otherwise NollOtt Load Bearing Masonry Units' (ASTM C90-70). Minimum
<br />12'-0" shall be 16" high bond beam block with two 16 rein-
<br />-•+•, ('C shall be 3150 psi based on face shell mortar bedding forcing bars.
<br />LEGEND
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<br />- - - - - EXISTIN& L0IQ-r0URS
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<br />05000 = STRUCTURAL STEED AND DECKING:
<br />I. Conform to the latest edition of ASTM Standard Specifica-
<br />tions where noted. Fabricate structural steel in accordance
<br />with the "Specifications for the Design. Fabrication and
<br />Erection of Structural Steel for Buildings" and the "Code of
<br />Standard Practice for Steel Buildings and Bridges" of the
<br />American Institute of Steel Construction, late t edition,
<br />and approved shop drawings.
<br />2. Erect structural steel in accordance with the
<br />"Specif!cat ior• for the Des ign• 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 of Steel Construction, latest edition, and ap-
<br />proved shop draw!-,gS.
<br />3. Conform to the requirements of the "Specifications for
<br />Structural Joints using A325 Bolts" of the RISC. Conform to
<br />the requirements 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 requir^d.
<br />5. Metal roof deck she In shall be 1 1/2" wide rib, painted.
<br />Vulcraft, type LSO 19 or approved equal.
<br />6 Pa int ing• Henrzon Paint Company's, Wisconsin 84080. Tnemec
<br />Company IIOO9, Rust-Oleum Corporation's 1960, 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 - THE RNAL AND XGISTURE PRO ON
<br />07200 - INSULATION
<br />I. Roofing insulation shall be expanded polystyrene tapered
<br />3"to 6". 1n two inch maximum layers with staggered joints.
<br />2. Install in accordance with roofing manufacturers reccomenda
<br />tIons.
<br />07410-EXPLOSION RELIEF PANEL
<br />Install field assembled wall panel as shown on drawing.
<br />Materials shall be by WaIcon or approved equal. Provide 3",
<br />0.5t 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 seIec-
<br />tion, and complete shop and erection drawings to the en-
<br />gineer for review.
<br />07500 - MFMRRANE ROOFING BASE
<br />I. E.P.0 M roofing shall be Carlisle Sure -Seal Roofing System:
<br />Universal Design B or equal.
<br />2. IrstaII in strict compliance with manufacturers specifica-
<br />t ons including Installation of all flashing and sheet me-
<br />ti I
<br />07610 - IMF TAL ROOF DECK ING
<br />I. Roof decking to be 22 gage wide rib decking by Inryco or
<br />equal
<br />07900 - SEALANTS
<br />i. Extruded caulking as required to be monolastomeric, as
<br />manufactured by Tremco or equal.
<br />2. Provide ethafoam rod stock backer at all joints 3/161, or
<br />larger.
<br />08000 - DOORS:
<br />I. Provide aluminum thresholds and weatherstripping for all ex
<br />terior 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 />Fill 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 khere required.
<br />FORTH
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