LOS RIOS COMMUNITY COLLEGE DISTRICT 1919 Spanos Court, Sacramento, CA Phone (916) FAX (916) Purchasing Department

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1 O RIO OUNITY O ITRIT panos ourt, acramento, 2 Phone () -0 X () - Purchasing epartment acramento ity ollege merican River ollege osumnes River ollege olsom ake ollege NU NO. IU T: ay 2, 20 merican River ollege iberal rts uilding odernization T R I NO. 02 Issued y: O RIO OUNITY O ITRIT panos ourt, acramento, 2 Phone () -0 ax () - This addendum forms a part to the ontract ocuments. The addendum items supersede and supplement all portions of the bidding documents with which it conflicts. ll workmanship, materials, appliances and equipment which may be included in the following addendum items shall be of the same relative quality as described for similar work set forth in the general or main specifications of which these addendum items shall be considered a part. This ddendum has been acknowledged in the space provided on the id orm and is considered part of the bid documents. This ddendum consists of 2 pages Page

2 NU NO. R id #02 merican River ollege iberal rts odernization T uilding pplication No.: ate: 2 ay 20 2 pages plus attachments NOTI TO IR The following described changes, corrections, clarifications, deletions, additions, and approvals for the ontract id and ontract ocuments dated arch 20, which comprise ddendum No., are hereby made a part of the ontract id and ontract ocuments and shall govern in the performance of the Work. idder shall acknowledge receipt of this ddendum on the id orm. RIITION Item : Provide battery powered clocks in the following rooms: evel 0 rooms: 00, 0, 02, 0, 0, 0, 0, 0,,,, 22,, evel 02 rooms: 200, 20, 20, 20, 20, 20, 2, 2, 2, 2, 2, 22, 20, 2, 2, 2 evel 0 rooms: 00, 0, 02, 0, 0, 0, 0,, 2,, 2, 2, 2,. PIITION ection: T-IN-P ONRT Part 2, paragraph 2., sub paragraph removed. Part, paragraph., sub paragraph and removed. ection: 0 2 OW-R VPOR RTRR ee attached updated section. RITTUR rawings Item -: (Refer to OOR U 2) oor changed from to luminum frame. TRI rawings Item -: (Refer to PN U N PROT NOT 00) ranch Panels have been revised. Item -2: (Refer to ITIN PN V 0 /20) R id #02 Page NU NO.

3 levator ontrol Room has been moved to the first floor and plan updated to reflect this. Item -: Item -: Item -: Item -: Item -: (Refer to POWR & TOUNITION PN V 0 /0) levator ontrol Room has been moved to the first floor and plan updated to reflect this. (Refer to IR R RIR IR /00) ire larm Riser iagram has been updated. (Refer to IR R PN V 0 /0) Updated ire larm plan for evel 0 has been updated. (Refer to IR R PN V 02 /02) Updated ire larm plan for evel 02 has been updated. (Refer to IR R PN V 0 /0) Updated ire larm plan for evel 0 has been updated. Item -: (Refer to NR ROO PN 0) ey notes # and have been updated. N O NU NO. R id #02 Page 2 NU NO.

4 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento, TION T-IN-P ONRT PRT - NR. RT OUNT. rawings and general provisions of the ontract, including eneral and upplementary onditions and ivision 0 pecification ections, apply to this ection..2 URY. ection includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.. Related Requirements:. ection 0 00 "oncrete inishing" for general building applications of specially finished formed concrete. 2. ection 2 "ite oncrete " for concrete pavement and walks.. ection 0 22 elow-grade Vapor Retarders for vapor retarders below grade.. ection 0 2 oncrete Vapor mission Treatment for building application of vapor emission on concrete.. INITION. ementitious aterials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash, slag cement, other pozzolans, and silica fume; materials subject to compliance with requirements.. W/ Ratio: The ratio by weight of water to cementitious materials.. PRINTTION TIN. Preinstallation onference: onduct conference at the project site.. efore submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast-in-place concrete to attend, including the following: a. ontractor's superintendent. b. Independent testing agency responsible for concrete design mixtures. c. Ready-mix concrete manufacturer. d. oncrete ubcontractor. e. pecial concrete finish ubcontractor. 2. Review special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, cold- and hot-weather concreting procedures, curing procedures, construction contraction and isolation joints, and joint-filler strips, semirigid joint fillers, forms and form removal limitations, shoring and reshoring procedures, vapor-retarder installation, anchor rod and anchorage device installation tolerances, steel reinforcement installation, methods for achieving specified floor and slab flatness and levelness floor and slab flatness and levelness measurement, concrete repair procedures, and concrete protection. ast-in-place oncrete

5 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, 20. TION UITT. Product ata: or each type of product.. esign ixtures: or each concrete mixture. ubmit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.. Indicate amounts of mixing water to be withheld for later addition at Project site.. teel Reinforcement hop rawings: Placing rawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.. onstruction oint ayout: Indicate proposed construction joints required to construct the structure.. ocation of construction joints is subject to approval of the rchitect.. amples: or waterstops, vapor retarder.. INORTION UITT. Qualification ata: or Installer, manufacturer, testing agency.. Welding certificates.. aterial ertificates: or each of the following, signed by manufacturers:. ementitious materials. 2. dmixtures.. orm materials and form-release agents.. teel reinforcement and accessories.. iber reinforcement.. Waterstops.. uring compounds.. loor and slab treatments.. onding agents. 0. dhesives.. Vapor retarders. 2. emirigid joint filler.. oint-filler strips.. Repair materials.. aterial Test Reports: or the following, from a qualified testing agency:. ggregates: Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity.. ormwork hop rawings: Prepared by or under the supervision of a qualified professional engineer, detailing fabrication, assembly, and support of formwork.. horing and Reshoring: Indicate proposed schedule and sequence of stripping formwork, shoring removal, and reshoring installation and removal ast-in-place oncrete

6 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento,. loor surface flatness and levelness measurements indicating compliance with specified tolerances.. ield quality-control reports.. inutes of preinstallation conference.. QUITY URN. Installer Qualifications: qualified installer who employs on Project personnel qualified as I-certified latwork Technician and inisher and a supervisor who is an I-certified oncrete latwork Technician.. anufacturer Qualifications: firm experienced in manufacturing ready-mixed concrete products and that complies with T / requirements for production facilities and equipment.. anufacturer certified according to NR's "ertification of Ready ixed oncrete Production acilities.". Testing gency Qualifications: n independent agency, acceptable to the authorities having jurisdiction, qualified according to T 0 and T 2 for testing indicated.. Personnel conducting field tests shall be qualified as I oncrete ield Testing Technician, rade, according to I P- or an equivalent certification program. 2. Personnel performing laboratory tests shall be I-certified oncrete trength Testing Technician and oncrete aboratory Testing Technician, rade I. Testing agency laboratory supervisor shall be an I-certified oncrete aboratory Testing Technician, rade II.. Welding Qualifications: Qualify procedures and personnel according to W./... ockups: ast concrete slab-on-grade, suspended slabs, walls and columns to demonstrate typical joints, surface finish, texture, tolerances, floor treatments, and standard of workmanship.. uild panel approximately 200 sq. ft. for slab-on-grade and 00 sq. ft. for formed surfaces in the location indicated or, if not indicated, as directed by rchitect. 2. ubject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of ubstantial ompletion.. PRONTRUTION TTIN. Preconstruction Testing ervice: ngage a qualified testing agency to perform preconstruction testing on concrete mixtures.. IVRY, TOR, N NIN. teel Reinforcement: eliver, store, and handle steel reinforcement to prevent bending and damage.. Waterstops: tore waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants. ast-in-place oncrete

7 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, 20.0 I ONITION. old-weather Placement: omply with I 0. and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.. When average high and low temperature is expected to fall below 0 deg for three successive days, maintain delivered concrete mixture temperature within the temperature range required by I o not use frozen materials or materials containing ice or snow. o not place concrete on frozen subgrade or on subgrade containing frozen materials.. o not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.. ot-weather Placement: omply with I 0 and as follows:. aintain concrete temperature below 0 deg at time of placement. hilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is ontractor's option. 2. og-spray forms, steel reinforcement, and subgrade just before placing concrete. eep subgrade uniformly moist without standing water, soft spots, or dry areas. PRT 2 - PROUT 2. ONRT, NR. I Publications: omply with the following unless modified by requirements in the ontract ocuments:. I I. 2.2 OR-IN TRI. mooth-ormed inished oncrete: orm-facing panels that provide continuous, true, and smooth concrete surfaces. urnish in largest practicable sizes to minimize number of joints.. Plywood, metal, or other approved panel materials. 2. xterior-grade plywood panels, suitable for concrete forms, complying with O P, and as follows: a. igh-density overlay, lass or better. b. edium-density overlay, lass or better; mill-release agent treated and edge sealed. c. tructural, - or better; mill oiled and edge sealed. d. - (oncrete orm), lass or better; mill oiled and edge sealed.. Overlaid innish birch plywood.. Rough-ormed inished oncrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.. orms for ylindrical olumns, Pedestals, and upports: etal, glass-fiber-reinforced plastic, paper, or fiber tubes that produce surfaces with gradual or abrupt irregularities not ast-in-place oncrete

8 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento, exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.. Pan-Type orms: lass-fiber-reinforced plastic or formed steel, stiffened to resist plastic concrete loads without detrimental deformation.. Void orms: iodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads.. hamfer trips: Wood, metal, PV, or rubber strips, / by / inch, minimum.. Rustication trips: Wood, metal, PV, or rubber strips, kerfed for ease of form removal.. orm-release gent: ommercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.. ormulate form-release agent with rust inhibitor for steel form-facing materials. I. orm Ties: actory-fabricated, removable or snap-off glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.. urnish units that leave no corrodible metal closer than inch to the plane of exposed concrete surface. 2. urnish ties that, when removed, leave holes no larger than inch in diameter in concrete surface.. urnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing. 2. T RINORNT. Reinforcing ars: T, rade 0 or rade 0, deformed.. ow-lloy-teel Reinforcing ars: T 0, rade 0 or rade 0, deformed.. teel ar ats: T, fabricated from T, rade 0 or rade 0 deformed bars, assembled with clips.. Plain-teel Wire: T 0.. eformed-teel Wire: T 0.. Plain-teel Welded-Wire Reinforcement: T 0, plain, fabricated from as-drawn steel wire into flat sheets. 2. RINORNT ORI. oint owel ars: T, rade 0 or rade 0, plain-steel bars, cut true to length with ends square and free of burrs.. poxy Repair oating: iquid, two-part, epoxy repair coating; compatible with epoxy coating on reinforcement and complying with T.. Zinc Repair aterial: T 0. ast-in-place oncrete

9 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, 20. ar upports: olsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place. anufacture bar supports from steel wire, plastic, or precast concrete according to RI's "anual of tandard Practice," of greater compressive strength than concrete and as follows:. or concrete surfaces exposed to view, where legs of wire bar supports contact forms, use RI lass plastic-protected steel wire or RI lass 2 stainless-steel bar supports. 2. or epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire bar supports.. or zinc-coated reinforcement, use galvanized wire or dielectric-polymer-coated wire bar supports. 2. ONRT TRI. ource imitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single source, and obtain admixtures from single source from single manufacturer.. ementitious aterials:. Portland ement: T 0, Type I or Type II. Use Type II for mat slabs with sulfate environment. Use Type III for when high early strength or Type IV for when lower heat of hydration is required. 2. Retain supplementary cementing materials in "ly sh" and "lag ement" subparagraphs below if permitted. Ready-mix-concrete manufacturer blends these materials with portland cement. ly ash, slag cement, or pozzolanic materials may slow rate of concrete strengthening and affect color uniformity. lass fly ash is more readily available than lass fly ash.. ly sh: T, lass.. lag ement: T, rade 00 or 20.. lended ydraulic ement: T, Type I, portland blast-furnace slag cement.. ilica ume: T 20, amorphous silica.. Normal-Weight ggregates: T, lass coarse aggregate or better, graded. Provide aggregates from a single source with documented service record data of at least 0 years' satisfactory service in similar applications and service conditions using similar aggregates and cementitious materials.. aximum oarse-ggregate ize: inch nominal. 2. ine ggregate: ree of materials with deleterious reactivity to alkali in cement.. ightweight ggregate: T 0, -inch or /-inch nominal maximum aggregate size.. ir-ntraining dmixture: T 20.. hemical dmixtures: ertified by manufacturer to be compatible with other admixtures and that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. o not use calcium chloride or admixtures containing calcium chloride.. Water-Reducing dmixture: T, Type. 2. Retarding dmixture: T, Type.. Water-Reducing and Retarding dmixture: T, Type.. igh-range, Water-Reducing dmixture: T, Type.. igh-range, Water-Reducing and Retarding dmixture: T, Type ast-in-place oncrete

10 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento,. Plasticizing and Retarding dmixture: T 0, Type II.. et-ccelerating orrosion-inhibiting dmixture: ommercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with T, Type.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. race onstruction Products; W.R. race & o. -- onn. c. ika orporation.. Non-et-ccelerating orrosion-inhibiting dmixture: ommercially formulated, non-setaccelerating, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. race onstruction Products; W.R. race & o. -- onn. c. ika orporation. I. olor Pigment: T /, synthetic mineral-oxide pigments or colored waterreducing admixtures; color stable, free of carbon black, nonfading, and resistant to lime and other alkalis.. anufacturers: ubject to compliance with requirements, provide products by the following: a. orporation-onstruction ystems. 2. olor: s indicated by manufacturer's designation, as selected by rchitect from manufacturer's full range.. Water: T / and potable. 2. WTRTOP. lexible Rubber Waterstops: R-, with factory-installed metal eyelets, for embedding in concrete to prevent passage of fluids through joints. actory fabricate corners, intersections, and directional changes.. anufacturers: ubject to compliance with requirements, provide products by the following: a. Williams Products, Inc. 2. Profile: lat dumbbell without center bulb.. imensions:.. elf-xpanding utyl trip Waterstops: anufactured rectangular or trapezoidal strip, butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to concrete, / by inch.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. arlisle oatings & Waterproofing Inc. b. ika reenstreak. ast-in-place oncrete

11 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, VPOR RTRR. heet Vapor Retarder: T, lass, except with maximum minimum mils thickness. Include manufacturer's recommended adhesive or pressure-sensitive tape.. anufacturers: ubject to compliance with requirements, provide products meeting the following performance criteria: a. Puncture Resistance, T 0, ethod :,000 grams. b. Tensile trength, T, ection : lbf/in. c. Water Vapor Permeance, T 2: 0.00 perms. 2. OOR N TRTNT. lip-resistive mery ggregate inish: actory-graded, packaged, rustproof, nonglazing, abrasive, crushed emery aggregate containing not less than 0 percent aluminum oxide and not less than 20 percent ferric oxide; unaffected by freezing, moisture, and cleaning materials with 00 percent passing No. sieve.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. ayton uperior. b. & onstruction hemicals, Inc. c. ambert orporation.. mery ry-hake loor ardener: actory-packaged, dry combination of portland cement, graded emery aggregate, and plasticizing admixture; with emery aggregate consisting of no less than 0 percent of total aggregate content.. olor: s selected by rchitect from manufacturer's full range.. etallic ry-hake loor ardener: actory-packaged, dry combination of portland cement, graded metallic aggregate, rust inhibitors, and plasticizing admixture; with metallic aggregate consisting of no less than percent of total aggregate content.. olor: s selected by rchitect from manufacturer's full range.. Unpigmented ineral ry-hake loor ardener: actory-packaged dry combination of portland cement, graded quartz aggregate, and plasticizing admixture.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. ayton uperior. c. pechem,.. Pigmented ineral ry-hake loor ardener: actory-packaged, dry combination of portland cement, graded quartz aggregate, color pigments, and plasticizing admixture. Use color pigments that are finely ground, nonfading mineral oxides interground with cement.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. ayton uperior. c. pechem,. 2. olor: s selected by rchitect from manufacturer's full range ast-in-place oncrete

12 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento, 2. IQUI OOR TRTNT. Penetrating iquid loor Treatment: lear, chemically reactive, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless; that penetrates, hardens, and densifies concrete surfaces.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. ayton uperior. b. PROOO, Inc. c. pechem,. 2.0 URIN TRI. vaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. ika orporation. c. W.R. eadows, Inc.. bsorptive over: TO 2, lass 2, burlap cloth made from jute or kenaf, weighing approximately oz./sq. yd. when dry.. oisture-retaining over: T, polyethylene film or white burlap-polyethylene sheet.. Water: Potable.. lear, Waterborne, embrane-orming uring ompound: T 0, Type, lass, dissipating.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. W.R. eadows, Inc.. lear, Waterborne, embrane-orming uring ompound: T 0, Type, lass, nondissipating, certified by curing compound manufacturer to not interfere with bonding of floor covering.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. ayton uperior. c. W.R. eadows, Inc.. lear, Waterborne, embrane-orming uring ompound: T 0, Type, lass, to 2 percent solids, nondissipating, certified by curing compound manufacturer to not interfere with bonding of floor covering.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. ast-in-place oncrete

13 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, 20 b. W.R. eadows, Inc.. lear, olvent-orne, embrane-orming uring and ealing ompound: T, Type, lass.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. ayton uperior. c. pechem,. d. W.R. eadows, Inc. I. lear, Waterborne, embrane-orming uring and ealing ompound: T, Type, lass.. anufacturers: ubject to compliance with requirements, provide products by one of the following: a. orporation-onstruction ystems. b. ayton uperior. c. pechem,. d. W.R. eadows, Inc. 2. RT TRI. xpansion- and Isolation-oint-iller trips: T, asphalt-saturated cellulosic fiber or T 2, cork or self-expanding cork.. emirigid oint iller: Two-component, semirigid, 00 percent solids, epoxy resin with a Type shore durometer hardness of 0 according to T onding gent: T 0/ 0, Type II, nonredispersible, acrylic emulsion or styrene butadiene.. poxy onding dhesive: T, two-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows:. Types I and II, nonload bearing, Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to hardened concrete.. Reglets: abricate reglets of not less than inch-thick, galvanized-steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.. ovetail nchor lots: ot-dip galvanized-steel sheet, not less than 0.0 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris. 2.2 RPIR TRI. Repair Underlayment: ement-based, polymer-modified, self-leveling product that can be applied in thicknesses from / inch and that can be feathered at edges to match adjacent floor elevations.. ement inder: T 0, portland cement or hydraulic or blended hydraulic cement as defined in T ast-in-place oncrete

14 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento, 2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application.. ggregate: Well-graded, washed gravel, / to / inch or coarse sand as recommended by underlayment manufacturer.. ompressive trength: Not less than 000 psi at 2 days when tested according to T 0.. Repair Overlayment: ement-based, polymer-modified, self-leveling product that can be applied in thicknesses from / inch and that can be filled in over a scarified surface to match adjacent floor elevations.. ement inder: T 0, portland cement or hydraulic or blended hydraulic cement as defined in T Primer: Product of topping manufacturer recommended for substrate, conditions, and application.. ggregate: Well-graded, washed gravel, / to / inch or coarse sand as recommended by topping manufacturer.. ompressive trength: Not less than 000 psi at 2 days when tested according to T ONRT IXTUR, NR. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to I 0.. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures.. ementitious aterials: Use fly ash, pozzolan, slag cement, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 0 percent. imit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:. ly sh: 2 percent. 2. ombined ly sh or Pozzolan and lag ement: 0 percent portland cement minimum, with fly ash or pozzolan not exceeding 2 percent.. imit water-soluble, chloride-ion content in hardened concrete to 0.0 percent by weight of cement.. dmixtures: Use admixtures according to manufacturer's written instructions.. Use water-reducing or plasticizing admixture in concrete, as required, for placement and workability. 2. Use water-reducing and -retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a w/c ratio below Use corrosion-inhibiting admixture in concrete mixtures where indicated.. olor Pigment: dd color pigment to concrete mixture according to manufacturer's written instructions and to result in hardened concrete color consistent with approved mockup. ast-in-place oncrete

15 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, RITIN RINORNT. abricate steel reinforcement according to RI's "anual of tandard Practice." 2. ONRT IXIN. Ready-ixed oncrete: easure, batch, mix, and deliver concrete according to T and T, and furnish batch ticket information.. When air temperature is between and 0 deg, reduce mixing and delivery time from -/2 hours to minutes; when air temperature is above 0 deg, reduce mixing and delivery time to 0 minutes.. Project-ite ixing: easure, batch, and mix concrete materials and concrete according to T. ix concrete materials in appropriate drum-type batch machine mixer.. or mixer capacity of cu. yd. or smaller, continue mixing at least -/2 minutes, but not more than minutes after ingredients are in mixer, before any part of batch is released. 2. or mixer capacity larger than cu. yd., increase mixing time by seconds for each additional cu. yd... Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure. PRT - XUTION. ORWOR INTTION. esign, erect, shore, brace, and maintain formwork, according to I 0, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.. onstruct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of I.. imit concrete surface irregularities, designated by I as abrupt or gradual, as follows:. lass, / inch for smooth-formed finished surfaces. 2. lass, / inch for rough-formed finished surfaces.. onstruct forms tight enough to prevent loss of concrete mortar.. onstruct forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast-concrete surfaces. Provide top forms for inclined surfaces steeper than. horizontal to vertical.. Install keyways, reglets, recesses, and the like, for easy removal. 2. o not use rust-stained steel form-facing material.. et edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting-type screeds ast-in-place oncrete

16 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento,. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. lose openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. ocate temporary openings in forms at inconspicuous locations.. hamfer exterior corners and edges of permanently exposed concrete. I. orm openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. etermine sizes and locations from trades providing such items.. lean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.. oat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement..2 IT INTTION. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.. Install anchor rods, accurately located, to elevations required and complying with tolerances in ection. of I Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.. Install dovetail anchor slots in concrete structures as indicated.. ROVIN N RUIN OR. eneral: ormwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 0 deg for 2 hours after placing concrete. oncrete has to be hard enough to not be damaged by form-removal operations, and curing and protection operations need to be maintained.. eave formwork for beam soffits, joists, slabs, and other structural elements that support weight of concrete in place until concrete has achieved at least percent of its 2-day design compressive strength. 2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores.. lean and repair surfaces of forms to be reused in the Work. plit, frayed, delaminated, or otherwise damaged form-facing material are not acceptable for exposed surfaces. pply new form-release agent.. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. lign and secure joints to avoid offsets. o not use patched forms for exposed concrete surfaces unless approved by rchitect. ast-in-place oncrete

17 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, 20. ORIN N RORIN INTTION. omply with I and I 0 for design, installation, and removal of shoring and reshoring.. o not remove shoring or reshoring until measurement of slab tolerances is complete.. In multistory construction, extend shoring or reshoring over a sufficient number of stories to distribute loads in such a manner that no floor or member will be excessively loaded or will induce tensile stress in concrete members without sufficient steel reinforcement.. Plan sequence of removal of shores and reshore to avoid damage to concrete. ocate and provide adequate reshoring to support construction without excessive stress or deflection.. VPOR-RTRR INTTION. heet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to T and manufacturer's written instructions.. ap joints inches and seal with manufacturer's recommended tape.. ituminous Vapor Retarders: Place, protect, and repair bituminous vapor retarder according to manufacturer's written instructions.. T RINORNT INTTION. eneral: omply with RI's "anual of tandard Practice" for fabricating, placing, and supporting reinforcement.. o not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.. lean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete.. ccurately position, support, and secure reinforcement against displacement. ocate and support reinforcement with bar supports to maintain minimum concrete cover. o not tack weld crossing reinforcing bars.. Weld reinforcing bars according to W./., where indicated.. et wire ties with ends directed into concrete, not toward exposed concrete surfaces.. Install welded-wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. ap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. ace overlaps with wire.. poxy-oated Reinforcement: Repair cut and damaged epoxy coatings with epoxy repair coating according to T /. Use epoxy-coated steel wire ties to fasten epoxy-coated steel reinforcement.. Zinc-oated Reinforcement: Repair cut and damaged zinc coatings with zinc repair material according to T 0/ 0. Use galvanized-steel wire ties to fasten zinc-coated steel reinforcement ast-in-place oncrete

18 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento,. OINT. eneral: onstruct joints true to line with faces perpendicular to surface plane of concrete.. onstruction oints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by rchitect.. Place joints perpendicular to main reinforcement. ontinue reinforcement across construction joints unless otherwise indicated. o not continue reinforcement through sides of strip placements of floors and slabs. 2. orm keyed joints as indicated. mbed keys at least -/2 inches into concrete.. ocate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam-girder intersection.. ocate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs.. pace vertical joints in walls at maximum 0 ft. ocate joints beside piers integral with walls, near corners, and in concealed locations where possible.. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.. Use epoxy-bonding adhesive at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.. ontraction oints in labs-on-rade: orm weakened-plane contraction joints, sectioning concrete into areas as indicated. onstruct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows:. rooved oints: orm contraction joints after initial floating by grooving and finishing each edge of joint to a radius of / inch. Repeat grooving of contraction joints after applying surface finishes. liminate groover tool marks on concrete surfaces. 2. awed oints: orm contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. ut /-inch-wide joints into concrete when cutting action does not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.. Isolation oints in labs-on-rade: fter removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.. xtend joint-filler strips full width and depth of joint, terminating flush with finished concrete surface unless otherwise indicated. 2. Terminate full-width joint-filler strips not less than /2 inch or more than inch below finished concrete surface where joint sealants, specified in ection "oint ealants," are indicated.. Install joint-filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together.. oweled oints: Install dowel bars and support assemblies at joints where indicated. ubricate or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint.. WTRTOP INTTION. lexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm. Install in longest lengths practicable. upport and protect exposed ast-in-place oncrete

19 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, 20 waterstops during progress of the Work. ield fabricate joints in waterstops according to manufacturer's written instructions.. elf-xpanding trip Waterstops: Install in construction joints and at other locations indicated, according to manufacturer's written instructions, adhesive bonding, mechanically fastening, and firmly pressing into place. Install in longest lengths practicable.. ONRT PNT. efore placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections are completed.. o not add water to concrete during delivery, at Project site, or during placement unless approved by rchitect.. efore test sampling and placing concrete, water may be added at Project site, subject to limitations of I 0.. o not add water to concrete after adding high-range water-reducing admixtures to mixture.. eposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. eposit concrete to avoid segregation.. eposit concrete in horizontal layers of depth not to exceed formwork design pressures and in a manner to avoid inclined construction joints. 2. onsolidate placed concrete with mechanical vibrating equipment according to I 0.. o not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least inches into preceding layer. o not insert vibrators into lower layers of concrete that have begun to lose plasticity. t each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate.. eposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete.. onsolidate concrete during placement operations, so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. aintain reinforcement in position on chairs during concrete placement.. creed slab surfaces with a straightedge and strike off to correct elevations.. lope surfaces uniformly to drains where required.. egin initial floating using bull floats or darbies to form a uniform and open-textured surface plane, before excess bleedwater appears on the surface. o not further disturb slab surfaces before starting finishing operations..0 INIIN OR UR. Rough-ormed inish: s-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.. pply to concrete surfaces not exposed to view ast-in-place oncrete

20 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento,. mooth-ormed inish: s-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.. pply to concrete surfaces exposed to view. 2. If retaining "Rubbed inish" Paragraph below, retain "mooth-ormed inish" Paragraph above.. Rubbed inish: pply the following to smooth-formed-finished as-cast concrete where indicated:. mooth-rubbed inish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. o not apply cement grout other than that created by the rubbing process. 2. rout-leaned inish: Wet concrete surfaces and apply grout of a consistency of thick paint to coat surfaces and fill small holes. ix part portland cement to -/2 parts fine sand with a : mixture of bonding admixture and water. dd white portland cement in amounts determined by trial patches, so color of dry grout matches adjacent surfaces. crub grout into voids and remove excess grout. When grout whitens, rub surface with clean burlap and keep surface damp by fog spray for at least hours.. ork-loated inish: Wet concrete surfaces and apply a stiff grout. ix part portland cement and part fine sand with a : mixture of bonding agent and water. dd white portland cement in amounts determined by trial patches, so color of dry grout matches adjacent surfaces. ompress grout into voids by grinding surface. In a swirling motion, finish surface with a cork float.. Related Unformed urfaces: t tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. ontinue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.. INIIN OOR N. eneral: omply with I 02.R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. o not wet concrete surfaces.. cratch inish: While still plastic, texture concrete surface that has been screeded and bullfloated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of / inch in one direction.. pply scratch finish to surfaces to receive concrete floor toppings or to receive mortar setting beds for bonded cementitious floor finishes.. loat inish: onsolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power-driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture.. pply float finish to surfaces to receive trowel finish and to be covered with fluidapplied or sheet waterproofing, built-up or membrane roofing, or sand-bed terrazzo.. Trowel inish: fter applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. ontinue troweling passes and restraighten until surface is ast-in-place oncrete

21 R merican River ollege I tructural ngineers, Inc. T uilding ddendum acramento, ay 2, 20 free of trowel marks and uniform in texture and appearance. rind smooth any surface defects that would telegraph through applied coatings or floor coverings.. pply a trowel finish to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system. 2. inish surfaces to the following tolerances, according to T, for a randomly trafficked floor surface: a. pecified overall values of flatness, () 2; and of levelness, () 20; with minimum local values of flatness, () ; and of levelness, (). b. pecified overall values of flatness, () ; and of levelness, () 2; with minimum local values of flatness, () 2; and of levelness, () ; for slabson-grade. c. pecified overall values of flatness, () 0; and of levelness, () 20; with minimum local values of flatness, () 2; and of levelness, () ; for suspended slabs. d. pecified overall values of flatness, () ; and of levelness, () ; with minimum local values of flatness, () 0; and of levelness, () 2.. inish and measure surface, so gap at any point between concrete surface and an unleveled, freestanding, 0-ft.- long straightedge resting on two high spots and placed anywhere on the surface does not exceed / inch.. Trowel and ine-room inish: pply a first trowel finish to surfaces where ceramic or quarry tile is to be installed by either thickset or thinset method. While concrete is still plastic, slightly scarify surface with a fine broom.. omply with flatness and levelness tolerances for trowel-finished floor surfaces.. room inish: pply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. oordinate required final finish with rchitect before application.. lip-resistive inish: efore final floating, apply slip-resistive aggregate or aluminum granule finish where indicated and to concrete stair treads, platforms, and ramps. pply according to manufacturer's written instructions and as follows:. Uniformly spread 2 lb/00 sq. ft. of dampened slip-resistive aggregate or aluminum granules over surface in one or two applications. Tamp aggregate flush with surface, but do not force below surface. 2. fter broadcasting and tamping, apply float finish.. fter curing, lightly work surface with a steel wire brush or an abrasive stone and water to expose slip-resistive aggregate or aluminum granules.. ry-hake loor ardener inish: fter initial floating, apply dry-shake floor hardener to surfaces according to manufacturer's written instructions and as follows:. Uniformly apply dry-shake floor hardener at a rate of 00 lb/00 sq. ft. unless greater amount is recommended by manufacturer. 2. Uniformly distribute approximately two-thirds of dry-shake floor hardener over surface by hand or with mechanical spreader, and embed by power floating. ollow power floating with a second dry-shake floor hardener application, uniformly distributing remainder of material, and embed by power floating ast-in-place oncrete

22 I tructural ngineers, Inc. ddendum ay 2, 20 R - merican River ollege T uilding acramento,. fter final floating, apply a trowel finish. ure concrete with curing compound recommended by dry-shake floor hardener manufacturer and apply immediately after final finishing..2 INOU ONRT IT INTTION. illing In: ill in holes and openings left in concrete structures after work of other trades is in place unless otherwise indicated. ix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work.. urbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel-troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded.. quipment ases and oundations:. oordinate sizes and locations of concrete bases with actual equipment provided. 2. onstruct concrete bases inches high unless otherwise indicated, and extend base not less than inches in each direction beyond the maximum dimensions of supported equipment unless otherwise indicated or unless required for seismic anchor support.. inimum ompressive trength: 000 psi at 2 days.. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on -inch centers around the full perimeter of concrete base.. or supported equipment, install epoxy-coated anchor bolts that extend through concrete base and anchor into structural concrete substrate.. Prior to pouring concrete, place and secure anchorage devices. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.. ast anchor-bolt insert into bases. Install anchor bolts to elevations required for proper attachment to supported equipment.. teel Pan tairs: Provide concrete fill for steel pan stair treads, landings, and associated items. ast-in inserts and accessories as shown on rawings. creed, tamp, and trowel finish concrete surfaces.. ONRT PROTTIN N URIN. eneral: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. omply with I 0. for cold-weather protection and I 0 for hotweather protection during curing.. vaporation Retarder: pply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. pply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.. ormed urfaces: ure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for remainder of curing period.. Unformed urfaces: egin curing immediately after finishing concrete. ure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. ast-in-place oncrete