Document NeaZ6yjb08nrR5MYY3V9QVGrQ

< 0450ZS04 MONO- Mono-Kote is the trade name for a fire protection miter .. .. veloped by Construction Products Division, W. R. Grdee & Co., specifically for fast application, high fire resistance and low cost. The material is spray applied by any one/of several plastering machines. Mono-Kote is a cementitious, mill-mixr material requiring only the addition of water at the |Ob. It applied directly to steel, concrete and other surfaces requiring fire protection. SPRAY-ON FIREPROOFING /tfpf. Mb'0. TECHNICAL DATA FIRE RESISTANCE: Mono-Kote has been tested and rated according to ASTM E-119 by the Underwriters' Laboratories. Inc. The material bears the U. L. label under a quality control inspection program. Fire resistance ratings and details for varied structural systems are available on request. Mono-Kote has been tested for other properties such as corrosion re sistance. deflection, bond-impact, surface hardness. These tests comply with G.S.A. requirements and are available upon request. FIRE HAZARD: Tested and reported in accordance with ASTM E-84 by Underwriters' Laboratories, Inc. Flame Spread-10, Fuel Contributed- 5, Smoke Developed-O. DRY DENSITY: Approximately 22 p.c.f. U. L, Inc. lists 18 p.c.f. minimum average density. BOND STRENGTH TO STEEL OR CONCRETE: tore than 500 lb. per sq. ft. when set and dry. * RESISTANCE TO AIR EROSION: Independent laboratory test subjected standard, machine-applied Mono-Kote surface to winds exceeding hur ricane velocity . . . over 100 M.P.H. for 87 hours . . . with no erosion. Copies of test description available. SOUND ATTENUATION: The combination of beams and ceiling when fireproofed with Mono-Kote gives sound absorption of .50 to .85 de pending upon the ratio of beam area to flat area. This is of value to the designer in accomplishing attenuation objectives, especially when the fireproofed area is part of a plenum above a finished ceiling. SPECIFICATION (SHORT FORM): Sprayed fireproofing material shall be Mono-Kote as manufactured by Zonolite, Construction Products Divi sion, W. R. Grace & Co. or its processing distributor. It shall be applied by machine to the thickness required by local codes and in the areas shown on the drawings. The method of mixing and application shall comply with the manufacturers recommendations. 4 /ftt, = million project Lloyd, Morgan, Machine-applied cementitious Mono-Kote withstands i" sion, prevents "dusting" in air-conditioning and venMat"* systems. Note: Revision of thictcness to comply vvitn new criteria 01 and Underwriters' Laboratories, Inc. 263, effective January 1, 1971, has been completed but not approved in time for this publication. This will list restrained and i''-''-4-rained floor and beam assemblies under a 1100-1300 limit. Please contact any of the Zonolite, Construction Products Division offices shown on the back page for these new listings or any other i data. V. f/f ^AO AJOt. / Pje^DUCGS 6 \ FbfZ- THESE. 2>ArTA SHCAT&F- .7 PS*f> - (& (&<& '' POLLUTION AND HEALTH: Mono-Kote is wet mixed, pumped and sprayed, w thus the small amount of asbestos is "locked in" the wet mix during I application and ir ' ''-'-^ned cementitious mass when in place. I Tests conducted at job sites during application and in plenum | areas of completed buildings show fiber counts well below the occupational threshold limit values proposed by the .American Conference of Governmental Industrial Hvgenists. Copies of the ! test results can be made available and discussion of this matter i. is welcomed. MK-113F ZOINJOLITE MONO-KOTE CEMENTITIOUS FIREPROOFING 04502206 Application Instructions for Steel and Concrete Bases MATERIALS a. Fire resistive material shall be Mono-Kote as manufac tured by the Construction Products Division, W. R. Grace & Co., or its licensees. b. Water shall be clean, fresh, suitable for domestic con sumption, and free from such amounts of mineral or organic substance as would affect the set of the fire resistive ma terial. Water containing alum or other salts, or water in which tools have been washed, accelerates the set. Water from stagnant pools and wells frequently contain organic or vegetable mat ter which may retard the set. Special caution should be taken when precast concr^tH slafbt) are to be protected with Mono-Kote. Curing compounds ar form coatings used in the manufacture of concreteAlabs may effect the adhesion of Mono-Kote to the concrete. The coumarone-indene resins are known to be inconipatible with Mono-Kote. A test application covering a small area is sug gested when any such materials may be present. Special caution should also be taken wren form release agents are used in poured-in-place applications. Surfaces must be closely inspected prior to application. (1) The material shall be applied />y machine. The wet density of Mono-Kote as it comes frpfn the nozzle of the hose shall be not less than 55 nor more'than 65 lb. per cu. ft. (2) Application of the material /an be made in the follow ing sequence: 2a) For thicknesses of a^rox. Vz in. or less apply in one operation^ 2b) For thicknesses of Approx. )f2 in. or greater make second application after first >doat has set. DELIVERY AND STORAGE 2c) If a smooth finish is desired trowel or darby the surface of the Via^ai immediately after application. a. All manufactured material shall be delivered in packages bearing the name of the manufacturer are) the brand. \b. Material that has\ tiaKy set shall not be used. Frozen. Vaked or lumpy mat) f\aly shall not be used. Each bath b. Mono-Kote shall be kept drf until ready for use. It shall II be mixed separq be kept off the ground, under cover and away from sweatin^TY^-^ walls and other damp surfaces. MIXING TEMPERATURE AND VENTILATION % t 0 Mono-Kote shall be mixed by machine and the mixer shall be clean and free of particles of previously used materials. While the mixer is in continuous operation, water shall be placed in the mixer and Mono-Kote shall then be added. The mixing time shall be approximately 3 minutes. When the prevailing outdoor temperature at the building site is less than 40*F, an interior temperature of 40 *F shall be maintained for 24 hours before and 24 hours after application of Mono-Kote. The wet density of Mono-Kote as it comes from the mechan ical mixer should be not less than 44 nor more than 52 lb. per cu. ft. Measurement for wet density may be made by fill ing and weighing a 10 qt. bucket which contains l/3 cu. ft. of fire resistive material. Density can best be controlled by using approximately 11 U.S. gal. of water per 50 lb. bag of Mono-Kote. The quantity of water can best be determined by existing conditions at job site. Temperature, length of hose and type of hose all will affect water content. Special caution should be taken when Mono-Kote is applied at lower temperatures to freshly stripped pan-joists. Fall off could occur due to improper drying of the pan-joists as a result of the short duration of time between stripping the Dan-|oist and applying the Mono-Kote. The correct drying time can be determined by applying Mono-Kote to a small practice area. The plastering contractor shall provide natural ventilation to properly dry the Mono-Kote during and subsequent to its application. In glazed buildings, this shall be accomplished APPLICATION TO STEEL AND CONCRETE BASE a. Mono-Kote shall be applied to the thickness necessary to provide the fire resistance ratings. It shall not be applied to surfaces on which there is dirt, dust, oil, loose paint, and other materials which would impair adhesion. by keeping windows open approximately 2" top and bottom (or side pivoted windows approximately 4") to provide air circulation: and in enclosed areas or buildings lacking open ings for natural ventilation, by circulating exterior air and exhausting it to the outside by use of temporary circulators, V SPECIFICATIONS 1. SCOPE a) Work Included Provide all labor, materials and equipment required for complete installation of all sprayed fireproofing and related work as , shown on the drawings or specified herein, H and in accordance with all apQ'icebie reA quirements of the Contract Documents. yj V ^ > uk \ \ b) Work Not included l. Structural Steel encased in Concrete. 2. Trowelled plaster fireproofing in specitied under appropriate section. 3. The cleaning of the surfaces to receive sprayed fireproofing. c) Codes and Regulations This specification shall be supplemented by the applicable requirements of the Building Codes and all authorities having jurisdiction. Conflicts and/or discrepancies between Contract Documents, ordinances. . etc., noted by the subcontractor shall be / immediately brought to the architects *// ^ attention. 2 MATERIALS a) The sprayed fireproofing shall be*tementi- ^ C\ CW V *N tious setting-type, and shall be Mono-Kote as manufactured by Construction Products Oivision W R. Grace & Co., or its processing distributors. All manufactured materials shall be millmixed and shall be delivered in original, ^ 1 *A V unopened packages bearing the name of the product, the manufacturer's name and the Underwriters' Laboratories. Inc. Label. The materials shall be stored off the ground, under cover, and away from damp surfaces. Materials shall be kept dry until ready for use. Materials that have been. exposed to water before actual use shall be discarded. b) Water shall be dean, fresh and free from* organic and mineral impurities which would be harmful to the sprayed fireproofing materials. 3. ACCEPTANCE AND PERFORMANCE CRITERIA a) The sprayed fireproofing shall hava been ' tasted by Underwriters' Laboratories, Inc. in accordance with the procedures ^f .C^STM E-119. The structural staal mimN^ shall be protected with adequate fireproof* ing thicknesses end densities to provide the following fire resistance ratings: Steel Columns............ Primary steel members (Girders)..................... -Hours -Hours Secondary steel members (Beams)..................... -Hours b) The sprayed fireproofing beneath the deck assembly together with adequately propor* tioned concrete fill above the metal deck- ing, shall provide a -Hour fire resistant deck assembly as substantiated by a fire test m accordance with the pro- cedures of ASTM E-119. and performed by Underwriters' Laboratories, Inc, c) Minimum bond strength between the fire- proofing material and the structural steel or galvanized decking shall be P.S.F. d) The fireproofing material shall not be sub- ject to losses from the finished application by sifting, flaking or dusting. This perfor- mance shall be measured by the results of a test for erosion resistance when subjected to high velocity air flow across the surface of dried samples. The samples thus tested . "ust b representative of machine applied material similar to that which can be ex- pected on the project. The air velocity shall be not less than feet per minute, and the duration of the test shall bt at least i hour*. e) Material shall not crack or delaminate *when the structural element is subjected to downward deflection of 1/120 of the span. ___ M Hi........ II ITTTITII TTTTTTTITTrTiin i 11 H fl U SJIULPIB WWfWjntWEP ^ af Documentation of the above performance * shall ba submitted with the bid. in order that partita will fully understand the intention of application performance at pJha^rtme^^^yrii'\ 4. SAMPLES VV Samples of sprayaCTfreproofing shall ba sub* mitted for approval in. accordance with the applicabls provisions of' the Special Condi- tions. These samples shalnbe., representative of the material as applied in accordance with Acceptance A Performance Criteria as stated below. INSTALLATION a) Application of sprayed fireproofing shall be m accordance with the printed instruc tions of the matenai manufacturer and the fire test report information. b) Only experienced applicators, approved by the materials manufacturer and Architect shall be allowed to place the materials. Upon request a qualified manufacturer's representative can be present for initial application to guida and assist applicator's personnel. c) All surfaces to whieh sprayed fireproofing will be applied shall ba thoroughly claantd of oit. greasa. dirt, loos# paint, mill scale or any othar matter which would impair bond. d) All clips, hangars, supports, sleeves and othar attachments to the fireproofing bases, as covered under othar sections of the specifications, are to ba placed by others pnor to the application of the fire proofing material, where these attachments can be anticipated in advance. e) Ducts, piping or conduit or other suspended equipment that could interfere with the uniform application of the fireproofing material art to ba positioned after the ap plication of the sprayed fireproofing. fl Teea--lem snalMMM can#N--sa-* f.g) All patching and repairing of sprayed fire proofing, due to cutting by othar trades, shall be performed under this section and paid for by the trade(s) that performed the cutting. The contractor shall cooperate in the co ordination and scheduling of the work of this section to avoid delays in the job progress ___ _ -f cLUx-ur -- -- / After completion of fireproofing work, equip ment shall be removed and ell wall and floor area* cleaned of deposits of sprayed fire proofing materials. ( OIMOQ^Tl [ALES OFFICES ARCONA, Ph PX>. Box 142' arkAa ISAS, NortlftJtfU Rock 72114 p.d Box 294 CALIFORNIA Los Arikeles 90041 P.O. ?ox 41077 Los Angeles 90039 5440^an Fernando Road West Newark *4560 P.O. 217 South Gam 90280 9430 Rayo Avenu i COLORADd Denven80223 111 Sout^ Navajo ptreet FLORIDA Boca Raton |3432 P.O. Box 6> *Boca Raton 331432 \ 1555 N.W. F\rst AveAue Hialeah 33010\ \ 1050 S.E. 5m Street \ Jacksonville 32202 \ 1530 East Adwns Street Tampa 33605 \ \ P.O. Sox 5047 Vbor Station GEORGIA, Atlantal 30306 \ P.O. Box 8127 Station F\ HAWAII, Honolulu 96819 \ 842-A Mapunapuna Street ILLINOIS, Chicago 6D643 1 12300 South Ashland Avmua KANSAS, Wichita 6721 \J 616 Pennsylvania KENIUCKY 'ilders, Newport 41071 112 North Street LOUISIANA, Naw Orleans 701 jO. Box 10262 MARYLAND, Beltsviile 2070 P.5. Box 347 MASSACHUSETTS Eastharnpton 01027 p.oTeox 112 MICHIGAN, Dearborn 48121 P.O. tax 547 MINNESOTA Minneapqjis 55422 4725 Opon Highway Minneapolis 55413 1720 Madison Street, N.E. MISSOURI. St. Louis 63110 1705 Sulppur Avenue MONTANA \ Great Falls 48401 P.O. Box 1419 Libby 59923 \ / P.O. Box 609/ NEBRASKA, Or^aha 68107 3520 'I" Street NEW JERStY, Trenton 08619 P.O. Box 2124 . NEWMEXICO, Albi P.O. Box 6302 87107 NEW YORK, Weeds P.O. Box 310 13166 NORTH. CAROLINA High Point 27260 P.O. Box 1 3C8 RTH DAKOTA, Minol 5870 Box 1782 OHIOXleveland 44113 1125 9(est 11th Straat OKLAHOMA, Oklahoma^ 1111 P.O. Box\ll402 OREGON, Potetai 2303 NorthMdrdirfg Street* PENNSYLVANIA Nei Castle J2 2C2 EasTCheiV Speet SOUTH^CAROLI Travelers Rest 29 p:0. Box 517 .TENNESSEE. Nash S 4061 Powell Avei TEXAS Dallas 75222 P.O. Box 6306 Houston 77008 [/ P.O. Box 7327 -^Houston 77008 \ P.O. Box 7253 Height; Lubbock 79408 P.O. Box 191-8 San Antonio 78204 P.O. Box 9114 UTAH. Salt Lake City 841 P.O.Box 2398 WASHINGTON Auburn 18002 p.o. bV a pokane 19201 North 1U8 Maple Street tSCONSIJ\ Milwaukee 53208 930 Norm 43rd Street W. R. ACE J. CO. Alberta Calgary 9 P.O. Box 5069. Postal Station A Edmonton P.O. Box 174 Lethbridge P.O. Box 1104 British Colu Prince Geo 1039 Easte p Avenue ancouver 16 P.O. Box 67 ancouver 5 1075 Melville Station S treat ctoria P.O. Box 336 toba nipeg 10 60 Wall Street OntaHo Toftnto 49A Bloor Str Queb< Montreal 11 1515 Mazurette Montreal 9 Suita 6 140 Oesiauriers Saskatchewan Regina P.O. Box 1213 Saskatoon Yorkton P O. Box 638 P O. Sex 1040 y Peyfiaitrf-ojrennlye only '62 WHITTEMORE ^bridge, mass. one: (617) 876-1400 CONSTRUCTION PRODUCTS DIVISION !d in U.5.A. Cooynght 1958. revised Qci 'ass. 02140. w* ,*"C3e tne ^'n'rnation \stiterr-; or 1959 Zone nere -...................- . rjr 0 ef Constr.cl'cn i our best iducts Division. R/wacesA Co., i subbeolineevie t i true ano^iccu, ir' Ve assuTte / M.P. & 04502207 ZONOLITE MONO-KOTE jiRE RESISTANCE RATINSS; iS ;g*__________________________________ C (PARTIAL SUMMARY) 6 rj. C IT 5XSCIM DESCRIPTION Underwriters' RATING Laboratories, Inc. Number Retard>nt Report |i p|CA5 "\"T ni-4- 2Vi" Concrete Fill-Mono-Kote %" Thick Following Contour. 3 hrs. 21-3 4374 1V" DECK 2Vi" Concrete Fill Mono-Kote %" Thick Following Contour. 2 hrs. 294-2 4374-31 \ 2Vi" Concrete Fill Mono-Kote #*' in flute and on flat plate. 3 hrs. 52-3 4374-18 gyj11 emiL'iuit" mi iiiunu urn iUm J28JL 4374-18' ' > 2Vi' Concrete Fill-Mono-Kote 1" in flute and %' on flat plate. 3 hrs. 205-3 4374-26 COMPOSITE FLOOR -BEAM 2Vi' Concrete Fill-Mono-Kote Vi" in flute and %' on flat plate. 2 hrs. 257-2 4374-76 MS-4* PAN JOIST BEAMS )>.wwrww<* COLUMNS f 2Vi' 2Vi" Concrete Slab Mono-Kote %" Thick under slab. 2 hrs. 99-2 4374-9 Vi" Mono-Kote following contour of the member. 4 hrs. 40-4 4374-24 Composite beam (shear strap on stud). 3/4" ............................ Vi".................... 4 hrs. 3 hrs. 257-2 216-3 4374-25 4339 Mono-Kote following contour of the Column -- Min 14WF228 l`/" %' All Columns 2 Vi l?/s" 1 Vi" Minimum Column 14WF228 -- MonoKote with 7/b" U. L., Inc. approved board on one flange. 1 >/-" lVs" 3/ 4 hrs. 3 hrs. 37-4 ; 4374-21-23 32-3 4374-21 23 4 hrs. | 3 hrs. I 2 hrs. 15-4 4374 3 17^5 4374-13 7-2 4374 13 4 hrs. 3 hrs. 2 hrs. i 45-4 1 37-3 ' 22 2 4374 . 4374 3u 43 74 30