Document 3e9j7wzkZY3mx1Nx25K5eQ06D

Monokote Estimating Guide t 04503129 I. Introduction This manual contains reference data required for estimating inplace quantities of Monokote^ cementitious fireproofing. In pro viding the market with the quality fire protection offered by Mono kote, we depend on your ability to properly bid Monokote, to bid competitively, and to make a profit for your company. This manual is designed to provide you with a comprehensive reference to assist you in this area. Included are Monokote use factors for floor deck, beams and columns based upon the latest information from Underwriters Laboratories fire resistive designs, deck manu facturers' catalogs and steel in dustry manuals. II. Estimate Preparation The data presented in this manual is not intended to replace careful preparation of your fireproofing estimate but only to provide direc tion in its preparation. It is im portant to remember that the con ditions of each job are different and that these should be taken into account when estimating. The following is a partial check list for use in preparing your estimate: Have a complete copy of the job specifications, plus addenda. Have a complete set of plans for review -- these should include architectural, structural-mechan ical and electrical drawings. Require clarification from the architectyengineer/specifier on in terpretations of drawings, spe cifications, codes and building regulations. Make sure that your application of Monokote can be accom plished within the specified time using normal installation tech niques and equipment. The Monokote "Job Equipment and High Production Procedures" (MK-152) manual is published to assist you in this area. Consult the latest Monokote literature for technical data. Make sure to contact your local Zonolite field representative to assist you in selecting the most economical fireproofing thick nesses and to provide current lit erature, test data, certificates, etc. often required to be sub mitted with your bid. For our part, we will continue to provide you and the fireproofing industry with: A consistent, high quality sprayed plaster fireproofing, A continued emphasis on the importance of quality fireproof ing, and Continued support and technical assistance. III. Estimating Steel Decks When estimating fireproofing re quirements for steel deck, great care should be taken in determin ing the following information from the plans and specifications: 1. The UL design reference, or at least the hourly requirements for the floor or roof construc tion being protected. 2. The type and thickness of con crete, as this may affect the fireproofing thicknesses. 3. The type, profile and depth of steel floor units. The blending of cellular and fluted deck sig nificantly affects fireproofing requirements and should be noted where both deck types are being used. 4. The type of in-floor electrifica tion which may be used as part of the floor system. This will re quire determining the number, width and length of trench headers and the possible use of electrical inserts. NOTE All in-floor electrical components require increased fireproofing requirements -- consult the UL Directory or your Zonolite repre sentative for information on proper protection of these areas. 5. The type of roof insulation and its thickness can affect the quantity of fireproofing required. IV. Estimating Beams/Columns As in estimating steel deck areas, there are key rules to follow in pre paring an accurate fireproofing take-off for beams and columns: 1. Verify the hourly requirements for beams and columns from the plans and specs. 2. Keep in mind that some codes or specifications often require different ratings for primary beams and secondary beams. 3. Determine fireproofing thick nesses where these are not given from appropriate UL beam (N series) or column (X series) designs in the UL Direc tory or from local product code approvals such as ICBO #1578. 4. Separate columns into size categories. Ratings for columns are generally established for small columns (W6X16 or W8X28), intermediate columns (W10X49 and up) and large col umns (W14X228 or larger). Fire proofing thicknesses are great ly influenced by size -- that is, small columns require much more fireproofing than large columns for the same rating. 5. In preparing estimates for beams supporting metal floor to roof deck, care should be taken to estimate the amount of fireproofing material required to fill the flutes above the beam. Deeper deck sections with wide flute areas can take up to 1.5 board feet of material per lineal foot of beam (based on a 12 inch flange width). 6. Certain building areas require constructions to be classified for fireproofing considerations 2 as unrestrained, while others will allow for restrained classifi cations. It is the responsibility of the structural engineer to make the determination of re strained/unrestrained if there is any question as to classification. 7. New UL approvals provide the option of reducing thicknesses at the flange tips of certain beam and column designs. By increasing the thickness on the other surfaces, flange tip thickness may be cut in half. This may result in a cost savings by reducing material waste and increasing the efficiency of application labor. Pages 16-25 provide use factors for beams and columns using this option. Consult your local Zonolite Sales Representative for additional information on this subject. V. Estimating Bar Joists 1. New Underwriters Laboratories fire test ratings have been added for Monokote application to open-web steel bar joists. These joists are used as substi tutes for the more common wide flange structural beams. 2. Two alternate methods for ap plying Monokote are accept able to Underwriters Labor atories. These are: (1) direct fireproofing application to en case each chord and web member, or (2) application to metal lath fastened to the joists encasing the member in a Monokote envelope. 3. Your steel joist estimate should follow the same format as a beam or column take-off. 4. Determine the hourly rating re quired by the plans and specifi cations. Separate the joist into length, size (depth) and hourly rating to determine the lineal footage and fireproofing thick ness required. NOTE a. The joist depth will deter mine whether the addition of metal lath is more practical to minimize waste. When follow ing the joist contour, a 20% waste factor can be expected. With the addition of metal lath, overspray is significantly re duced, hence waste factors of 10% are typical. b. Minimum Underwriters Laboratories Inc. thicknesses are required on all sides of the joist. 5. Contact your local Zonolite field representative for further information on this subject. Deck Type ana Typical Manufacturers' Designations i & rr.ozw l Type I j rmerm Tyoe 32C ana 33C ASC Type 3 H'-Fcrm Bowman 1'V-Gr:p Eco EC 150 ana EC3150 h n Robertson Ou-3 iNRYCO Type B Mac-Fab S2C ana S3C Ron Form Lock-Form Tyoe BP i' 2 ana Type 3 Verco Type B Formiok Wheeling Super-Bond SCBWC Type II Bowman 2" V-Gnp Ecic EC266 Granco Comdek 2 H H Robertson 2" GL-99 INRYCO Type 2" V Mac-Fab MAC-LOK 2 Roli Form Lock-Form Tyoe BP2 Verco Type W-2 Fcr~!oK Type III Airtherm Type NC ASC Type N Hi-Form Bowman 3" V-Gnp Epic EC300 H H Robertson QL-21 'INRYCO Type N Mac-Fab NC Roil Form LCCk-Porm ",00 3P3 .;erco Type N Fo"^ .?- Type IV ASC Tvoe 3'.V-i Fc'~ Epic EC366 Granco Comae* 3 H H Robertson 3" C_ 99 iNRYCO Type 3" ,Y .oe 3" / Rc 1 Form lccx-Fo'"- ~.ee3P2C3 erco Type W-3K Fcr'^ > Type V Aetrerm B2FC T,ceNFC ASC Type 3F NF 5, r Ce u ar Dec. Bo.'.man t'; 2 am 3 mwa, EccECPi50 ECP256 EC?j66 EC33CC -- Robertson QL L" C_ NKX CL-"* < OL- AK X NRYCO T/Ce NF BF '.Me Fao B2FC NFC Q: fIor"'LocK-Form ", pe RFC' -' 2 RFC2 = . c-rco T.oe BCD NCD '.VCD a Steel Floor Estimating Guide 84503132 ,I Depth Deck Profile & Dimensions Type 1 1-1/2'' std**3 ~ ^ Bd. Ft. of Monokote/Sq. Ft. of Deck Area Monokote Thickness (inches) 318" 1/2" 5/8" 3/4" i .55 .73 .91 1.09 1.46 Type II -- 12* to 16*--H ( 2" .46 i-------------------- 24*.30"-32"-36" STD.--------------------- "T" .61 .76 .91 1.21 Type III 3" 1-----------------24* STD.---------------- .65 .86 1.07 1.29 1.72 Type IV -- 12* to 16*--. 3'' .50 .67 i-------------- 24*-30*-32* 36" STD. ------------------ - ^ Type V 1-1/2,2 & 3" r-------All Widths 24' to 36*-------- ------------------ All Widths 24* to 36'------------------- - .38 .50 .83 1.00 1 33 .63 .75 1 00 To obtain the number of board feet of MONOKOTE at the indicated thickness, multiply the factors by the square foot of floor area for each of the above sections. These factors can be interchanged with any deck profile having the same ratio of steel surface area to square foot of deck area. The values given for 1" thickness reflect that ratio. The U.L- Fire Resistance Directory states that Cavities between ->ooe' beam flange and the floor units, if any. shall be tilled with the profeerve mater,a> When deck profiles were shallow the volume to fill these flutes was 'eiai^eiy small New decks (2" & 3" deep) having 5" to 9" wide cells reowre <,<gn<i'cani amounts of material to till the flutes. This extra amount of material must oe calculated and added to the bid. Beam Estimating Guide Board Feel of Monokote per Lineal Foot of Beam. 'MPORTANT A/ore mat Doa^a *ocf guantmes ~ "*a es^a: mg g^ae ma.e "ea- _*j c. r oeauC"ng me *-ap o' me oeam s mo -a'-ge r**ese o^a'*' :.es ? rra*? ':r- 3Ua^f.f,^s *or columns Dv mat a'r-oun' >$ cea^c'C'' s aoo' cae-e r-`. a-?* `"e >a: i::.? ,"3e3'T' s "ar par s : re/jar j: :,e Ses/sfa^cs O^ec's-v states maf 2a. *$ oer*e'' 'e .coe- oea~ j-ge i~" me "oo'1 >,"'rs ' ar, sna.' oe *'<'/ea *''** 'rte c'Ofac.`"e "-are'-a1 v,*e- rac- r:' es a*'* s^ai'C# me vo.^e *3 pase `ufas -vas 'e/ar^e-v s-^a'1 \e* oecs 7 i ? zeec ~a. -3 ~ 2 9 .voe ce*'s -ac^s s-g'-T-ea-''' a^oc-vs 3' ~atera `3 ' `"e '^'es vs?'''3 j'":.'1: "a'a-a1 Pus.*oe ra'c-'areo arJ accec tc ,p,e yc 04503133 Beams and Girders: W Shapes ASTM Designation Designation (in. x lb./ft.) (mm x kg/m) W 36X300 280 260 245 230 210 194 182 170 160 150 135 W 33X241 221 201 152 141 130 118 W30X211 191 173 132 124 116 108 99 W27X178 161 146 114 102 94 84 W24X162 146 131 117 104 94 84 76 68 62 55 W21X147 132 122 111 101 93 83 73 68 W 920X446 417 387 365 342 313 289 271 253 238 223 201 W840X359 329 299 226 210 193 176 W 760X314 284 257 196 185 173 161 147 W 690X265 240 217 170 1 52 140 125 W 610X241 217 195 174 155 140 125 113 101 92 82 W 530X219 196 182 165 150 13 8 123 109 101 7/16 4 46 4 44 4.42 4,41 4.39 3.98 3.96 3.95 3 93 3.92 3.91 3 89 4.20 4.18 4.16 3.69 3.68 3.66 3.64 3.88 3.86 3.84 3 35 3.34 3.33 3.31 3 30 3.55 3.53 3.51 3.08 3.06 3.05 3.03 3.22 3.20 3.18 3 16 3.14 2.76 2.74 2 73 2 71 2.50 2.49 2.96 2.94 2.92 2.91 2.90 2 49 2.47 2.45 2.45 6 1/2 5 10 5 08 5 06 5 04 5.03 4 55 4 53 4.52 4 50 4 49 4 47 4 45 4,80 4.78 4 76 4 23 4 21 4 19 4 17 4 44 4 42 4 40 3 83 382 3.81 3.79 3.78 4 06 4 04 4 02 3 53 3.51 3 49 3.47 3 69 3 66 3 63 3 62 3 60 3 16 3 14 3 12 3 10 2.86 2 85 3.38 3 36 3 35 3 33 3 32 2 85 2.83 2 81 2 80 3.4 7 69 7 66 7 62 7 60 7 57 6 86 6 83 6 81 6 78 6 76 6 74 6 70 7 24 7 20 7 17 6 37 6 34 6 32 6 29 6 70 6 66 6 63 5 78 5 76 5 74 5 72 5 69 6 12 6 09 6 06 5 32 5 29 5 27 5 24 5 56 5 52 5 48 5 46 5 43 4 76 4 74 4 71 4 69 4 33 4 30 5 11 5 07 5 05 5 03 5 01 4 30 4 27 4 25 4 23 Monokote Thickness in Inches 78 1 1-18 1 -1 .'4 1-1 2 1-5-8 2 8 99 8 95 8 91 8 88 8 85 8 02 7 99 7 96 7 93 791 7 88 7 84 8 46 8 42 8 38 7 45 7 42 7 39 7 35 7 83 7 79 7 75 6 76 6 74 6 72 6 69 6 66 7 16 7 12 7 09 6 23 6 19 6 17 6 13 6 50 6 46 6 41 6 39 6 35 5 58 5 54 5 52 5 48 5 07 5 04 5 98 5 94 5 91 5 88 5 86 5 04 5 01 4 97 4 96 10 29 10 25 10 20 10 17 10 14 9 19 9 15 9 12 9 09 9 06 9.03 8 98 9 69 9 64 9 60 8 54 8 50 8 46 8 42 8 97 8 92 8 88 7 75 7 73 7 70 7 67 7 63 8 20 8 16 8 12 7 14 7 10 . 7 07 7 03 7 45 7 41 7 35 7 32 7 28 6 39 6 36 6.32 6.29 5 81 5 78 6.85 6 81 6 78 6 75 6 72 5 78 5 74 5 70 5 68 11 60 11 56 11 50 11 47 11 43 10.36 10 31 10 28 10 25 10 21 10 18 10 12 10 92 10.87 10 82 9 63 9 59 9 55 9 50 10 12 10 06 10 01 8 74 8 72 8 68 8 65 8 61 9 25 9 20 9 16 8 05 8 01 7 97 7 93 8 41 8 36 8 29 8 26 8 21 7 22 7 18 7 14 7 10 6 56 6 52 7 73 7 68 7 65 7 61 7 58 6 52 6 48 6 44 6 42 12 92 12 87 12 81 12 77 12 72 11 54 11 49 11 45 1 1 41 1137 1 1 34 11 27 12 16 12 11 12 05 0 72 10 68 10 63 10 58 11 27 11 20 11 15 9 74 9 71 9 67 9 64 9 59 10 30 10 25 10 20 8 97 3 92 8 89 8 84 9 37 9 31 9 24 9 20 9 15 8 04 8 00 7 96 7 91 7 32 7 27 8 62 8 56 8 52 8 48 8 45 7 27 7 23 7 18 7 16 15 56 15 50 15 43 15 38 15 33 13 91 13 85 13 80 13 76 13 71 13 67 13 59 14 66 14 59 14 52 12 93 12 88 12 82 12 76 13 58 13 5i 13 44 1175 11 71 11 67 n 62 11 58 12 43 12 37 12 3i 10 83 10 77 10 73 10 67 11 31 11 23 1115 1110 11 05 9 72 9 66 9 61 9 56 8 84 8 79 10 40 10 34 10 29 10 24 10 20 8 79 8 74 8 68 8.65 is 90 16 83 16 75 16 70 16 64 15 10 i5 03 14 98 14 94 14 89 14 84 14 '6 15 92 15 94 15 76 14 04 13 98 13 92 13 36 14 75 1 4 6' 14 59 12 7' '2 72 12 68 12 63 12 5' :3 50 '3 43 i3 36 1 7' 1 -.-i 1 di 1159 '2 23 12 212 : '0 ' 2 00 10 56 10 50 .p 10 39 9 6' 9 55 ' ' 3C 11 23 1113 1 ' '3 11 03 9 56 9 50 9 44 9 4' 20 92 20 84 20 4 20 68 20 6i ,9 7? 13 63 8 57 18 51 18 45 '3 39 5 29 ?9 '7 9 62 '9 53 "40 7 34 ' ' 26 ' '3 3 *5 7 6 -3 ' 3 39 5 34 5 '3 < .. ; - -- - - ' -. Beams Board Feet of Monokote per Lineal Foot of Beam IMPORTANT Nore mat ooara 'oor Quarnt.es >n me estimating guiae nave oeen caicuiatea cv aeauctmg me warn of me oearn 5 :oc fiange rnese Quantities amef 'mm "*e ocam me: r-J-:: e< ; columns oy mat amount This aeouenor ,s aoDucaoie on./ Anen me $iao aoove me oeam >$ hat that -s t00"> ce^uiar The u L '"-e Resistance Directory stages mat Cavities oetween me uooer oeam ^ange ana me floor jmts :f any sna" oe nnea A.rn me omtect.^e m^te^a: vmon aec* cm: >es a?'? s~a- c.< .cfume to fl>l mesa flutes was reiat'veiv sman New aeexs i2` & 3 Qeeci having 5 to 9" A>oe ceils 'eauire significant amounts of mate^ai :c f-n rne "utes Tms e*t'a a^c^r' c` '"a,eri3' ~js: re ca'cwatea ana aaaea to me oia Beams and Girders: W Shapes ASTM Metric Designation Designation (in. x lb./ft.) (mm x kg/m) 7/16 1/2 3/4 Monokote Thickness in Inches 0*1503134 7.8 1 1-1 ''8 1-1 '4 1-1/2 1-5:8 -4.l W21X 62 57 50 44 W18X119 106 97 86 76 71 65 60 55 50 46 40 35 W16X100 89 77 67 57 50 45 40 36 31 26 W14X730 665 605 550 500 455 426 398 370 342 311 283 257 233 211 193 176 159 145 132 120 109 99 90 82 W 530X 92 85 74 66 W 460X177 158 144 128 113 106 97 89 82 74 68 60 52 W 410X149 132 114 100 85 74 67 SO 54 46 39 W360X1086 990 900 313 744 677 634 592 55 * 509 463 421 382 347 314 287 262 237 216 196 179 162 1 47 134 122 2.43 2 25 2.24 2.22 2.60 2.58 2.57 2.55 2.54 2.18 2.17 2 16 2.15 2 14 1.99 1.97 1.96 2.37 2.35 2.33 2.31 1 98 1.96 1.95 1 94 1 93 1.77 1 76 3.40 3.34 3.27 3 22 3 16 3.12 3 08 3 05 3.02 2.99 2.95 2.92 2.89 2.86 2.84 2.82 2 79 2.77 2.76 2.66 2.65 2.64 2.62 2.61 2.15 2.79 2 58 2.56 2.55 2 98 2.95 2.94 2.92 2.90 2.49 2.48 2 47 2.46 2.45 2.27 2.26 2.24 2 71 2.69 2 67 2.65 2.27 2.25 2.24 2 22 2.21 2.03 2.01 3.89 3.82 3.75 3.68 3.62 3.57 3.53 3 49 3 46 3 42 3.38 3.34 3 31 3 28 3.25 3.22 3 20 3.17 3.15 3.05 3 03 3.02 3 00 2.99 2 46 4.21 3.90 3.87 3 85 4 50 4 46 4.44 4 41 4 39 3 77 3 75 3.74 3 72 3.71 3 44 3.42 3.40 4 10 4.07 4.03 4 00 3.43 3.40 3.39 3 37 3 35 3.08 3.05 5.87 5.76 5 65 5.55 5 46 5 38 5.33 5.27 5 22 5 16 5.10 5.05 4.99 4 94 4 90 4.87 4.83 4 79 4 76 4 61 4.58 4 56 4 53 4 51 3.72 4 93 4 57 4 54 4 51 5.26 5.22 5 20 5.17 5.14 4 42 4 40 4.38 4 36 4 34 4.03 4.01 3.98 4 80 4 76 4.72 4 69 i 02 3 99 3.97 3 95 3 92 3.61 3.58 6.87 6 74 6 61 6 50 6 39 6.29 6.23 6 17 6 11 6 04 5 97 5 90 5.84 5 79 5.74 5 69 5.65 5 61 5 57 5.39 5.36 5.33 5 31 5 28 4 36 5 66 5 25 5 21 5 18 6 04 5 99 5 96 5.92 5.89 5 07 5.05 5.03 5.00 4 98 4.63 4 60 4.57 5 50 5 46 5.42 5 38 4 61 4 58 4 56 4.53 4.51 4.14 4 11 7.87 7 72 7 58 7 45 7.33 7 21 7 14 7 07 7.00 6 93 6 84 6 77 6 70 6 63 6 58 6 53 6.48 6 43 6.39 6.18 6.15 6.12 6 09 6 06 5 00 6.39 5 93 5.88 5.85 6 81 6 76 6.73 6.69 6.65 5 73 5.70 5.68 5 65 5.63 5 23 5 20 5 16 6 22 6.17 6.12 6.08 5.21 5 18 5 15 5 12 5 09 4 68 4 65 8.87 8.71 8 55 8 40 8 26 8 14 8 06 7 98 7 90 7.82 7 72 7 64 7 56 7 49 7 42 7 37 7 32 7 26 7 21 6 98 6 94 6 91 6.87 6 84 5 65 7 12 6 61 6.56 6 52 7 60 7 54 7.50 7 46 7 41 6 39 6.36 6.34 6 31 6 28 5.84 5 80 5 76 6 93 6 88 6 82 6.78 5 82 5.78 5.75 5.72 5 69 5 23 5 19 9.89 9 70 9 52 9 36 9 21 9 07 8 98 8 89 8 80 8 71 8 61 8 51 8 43 8 34 8 28 8 21 8 15 8 09 8 04 7 78 7 74 7 70 7 66 7 63 6 30 8 61 8 00 7 94 7.89 9 18 9 11. 9 07 9 01 8.96 7 73 7 70 7 67 7 63 7 60 7 07 7 03 6 98 8 38 8 32 8 25 8.20 7 05 6.99 6 96 6 92 6 88 6.34 6 29 11 93 11 70 11 49 11 30 1111 10 95 10 84 10.73 10 62 10 52 10 39 10 28 10 17 10 08 9 99 9 92 9 85 9 77 9 71 9 40 9 35 9 30 9 26 9 22 7 62 9 36 8 70 8 63 8 58 9 98 9 90 9 86 9 80 9.74 8 41 8 37 8 34 3 30 8 27 7 70 7 65 7 59 9 11 9 05 8 97 8 91 7 67 7 6i 7 57 7 53 7 49 6 90 6.85 12 95 12 71 12 48 12 27 12 07 1 1 89 1 1 78 1 i 66 i 1 51 1 4j 1 1 29 1117 i 1 06 10 95 10 86 10 78 10 70 10 62 10 56 10 22 10 16 10 11 10 06 10 02 8 29 1 1 65 10 83 10 75 10 69 i2 40 12 31 12 26 12 18 12 11 10 40 10 43 10 39 10 34 10 30 9 60 9 54 9 47 1 1 34 i 1 26 1117 1110 9 56 9 J9 9 44 9 40 9 35 8 62 8 55 6 O' 15 77 1 5 -19 1 5 79 '4 93 14 ~6 4 4' 4 33 : 4 19 ` 4 02 3 37 ' 3 '3 i 3 60 3 49 3 39 *1 '' 3 '9 3 12 ! .7 77 2 63 "357 '3 5i 2 45 '0 33 Beams Board Feet of Monokote per Lineal Foot of Beam IMPORTANT Note mat ocara 'oof auanr^es m f*e estmaimg gLiae rave oeen ca'Cuiatec Ov deducting tne wdtn of me oearn 5 roc 'ange rnese 3-a^"es am?' "r~ co'umns cy mat amount 'r>s deduction is aooiicaote cmy *nen me siao aoove me oeam $ 4ia: mat s tCOci cenuiar ccj-? :r m- rr>e u L p,'e Resistance D^ecforv states mat Cavities Detween me uooer oeam `.ange ana *n poor unts -f anv snai` oe `"<ec wm r*e orotective ma'e' a \ me^ oe:- c-v -95 .?-; ,-s vcume to tin mese 'lutes was -aut'veiy sma/t New <jec*s <2 S3 oeeci nevng 5 1 '0 y w>ae ce-s 'egwre significant amounts of mete' a' to *>' me ':utes r""S e*"a a--z-~' ' 3 caicuiateo ana aaaec 'C me ca -? Beams and Girders: W Shapes Monokote Thickness in Inches 04502125 ASTM Metric Designation Designation 7/16 1/2 3/4 7.8 1 1-1/8 1*1/4 1 -1 `2 1-5.8 2 (in. x lb./ft.) (mm x kg/m) W14X 74 68 61 53 48 43 38 34 30 26 22 W12X336 305 279 252 230 210 190 170 152 136 120 106 96 87 79 72 65 58 53 50 45 40 35 30 26 22 19 16 14 W10X112 100 88 77 68 60 54 49 45 39 33 30 26 22 19 17 15 12 W360X110 101 91 79 72 64 57 51 45 39 33 W 310X500 454 416 375 343 313 283 253 226 202 179 158 143 129 118 107 97 86 79 74 67 60 52 45 39 33 28 24 21 W250X167 149 131 115 101 89 80 73 67 58 49 45 39 33 28 25 22 18 2.14 2 12 2 11 1 90 1 89 1 88 1.78 1 77 1 76 1 58 1 56 2.59 2 55 2.51 2.48 2 45 2.42 2 39 2.36 2.33 2.31 2 28 2.26 2.25 2 23 2.22 2.21 2.20 1.99 1 98 1 78 1.77 1.76 1.64 1.63 1.62 1 35 1.34 1 33 1.32 1 95 1 92 1 90 1.88 1 86 1 85 1 84 1 83 1.62 1 61 1.59 1.41 1 40 1 38 1.20 1 19 1 18 1.17 2 45 2 43 2 42 2 18 2.17 2 16 2 04 2 03 2 02 1 81 1 79 2 97 2 92 2 88 2 84 2 80 2 77 2 74 2 70 2 67 2 64 2 62 2 59 2.58 2 56 2.54 2 53 2 52 2 28 2.27 2.04 2.02 2 01 1 88 1 86 1 85 1 55 1 54 1 52 1 51 2 23 2 20 2 18 2 16 2 14 2.12 2 11 2 10 1 86 1 84 1 83 1 62 1 60 1 59 1 38 1 37 1 36 1 34 3 70 3 68 3 66 3 30 3 28 3 27 3 09 3 07 3 05 2 74 2 72 4 48 4 41 4 35 4 28 4 23 4 18 4 13 4 08 4 04 4 00 3 95 3 92 3 89 3 87 3 85 3 83 3 81 3 45 3 43 3.09 3.07 3.05 2 85 2 83 2 81 2 36 2 34 2 31 2 30 3 37 3 34 3 30 3 27 3 23 3 21 3 19 3 18 2 82 2 79 2 77 2 45 2 43 2 4f 2 10 2 08 2 07 2 05 4 33 4 31 4 29 3 87 3.85 3 83 3 62 3.60 3 58 3 22 3 19 5 25 5 17 5.09 5 02 4 96 4 90 4 84 4 78 4.73 4 68 4 63 4 59 4 56 4 53 4 51 4 49 4 46 4 04 4 02 3 62 3.60 3 58 3.34 3 32 3 30 2.77 2 74 2 72 2 70 3 96 3 91 3 87 3 83 3.79 3 77 3 74 3 72 3.31 3 28 3 25 2 88 2 86 2 83 2 47 2 45 2 43 2 41 4 97 4 95 4 92 4 44 4 42 4 40 4 16 4 14 4 11 3.70 3 67 6.02 5 92 5 84 5 75 5 68 5 62 5 55 5.49 5 43 5 37 5.32 5 27 5 23 5.20 5 17 5 15 5 12 4 64 4 62 4 16 4 13 4 11 3 84 3 81 3 79 3 18 3 16 3 13 3 11 4 54 4 49 4 44 4 40 4 35 4 32 4 30 4 28 3 80 3 77 3 73 3 31 3 29 3 26 2 84 2 82 2 80 2 77 5.62 5 59 5 56 5 02 5 00 4 97 4 71 4 68 4 65 4 18 4 15 6 80 6 69 6.59 6 50 6 42 6 34 6 27 6 20 6 13 6 06 6 00 5 95 5 91 5 87 5 84 5 81 5 79 5 25 5 22 4 70 4 67 4 64 4 34 4 31 4 28' 3 60 3 57 3 54 3 52 5 13 5 08 5 02 4 97 4 92 4 89 4 86 4 83 4 30 4 26 4 22 3 75 3 72 3 69 3 22 3 19 3 17 3 14 6 27 6 24 6 20 5 61 5 58 5 55 5 25 5 23 5 20 4 67 4 63 7 58 7 46 7 35 7 24 7.16 7.08 6 99 6.91 6 84 6 76 6 70 6 64 6 59 6 55 6 52 6 49 6 45 5 85 5 83 5 25 5 22 5 19 4 85 4 81 4 79 4 03 4 00 3 96 3 94 5 73 5 67 5 60 5 55 5 49 5 46 5.43 5 40 4 80 4 76 4 72 4 19 4 16 4.13 3 60 3 57 3 55 3 51 7 59 7 55 7 51 6 79 6 75 6 72 6.37 6 33 6 30 5 67 5 62 9 16 9 01 8.88 a 76 8 65 8 55 8 46 8 36 8 27 8.18 8 10 8 03 7 98 7 93 7 88 7 85 7 81 7 09 7 05 6 36 6 32 6 29 5 39 5 84 5 81 4 90 4 86 4 31 4 79 6 94 6 86 6 73 6 72 6 56 6 61 5 57 6 54 5 93 5 78 5 73 510 5 06 5 01 4 38 4 35 4 32 4 28 3 25 9 21 91' ' 39 7 35 7 31 6 93 6 90 6 96 5 1' 6 12 3 95 9 90 9 66 9 52 9 41 9 30 9 9 9 09 3 99 9 90 3 3/ 9 '3 3 67 S 62 9 5' 8 53 8 49 7 7' 7 53 5 92 6 33 R 54 ^. 10 29 *0 23 12 '3 3 3? 9 7 9_!2 3 66 3 6i 5 55 7 '2 7 66 '23' 2 '3 2 1 34 : 7.7 * ' 5' ' ,u ' ' 3' ! -3 * 7' j 96 ` 1-3' ; 5C - -j - -2 ; - * 9 ?4 -- - 5_2L' 5 5 :' 4 /- T -- - ;~' " j - ~: ~ -- . - 6 ;. 5 . .* 5 ;; 5 5 ~' f ^* 4 '4 4 3 '1 4 6' I - Beams Board Feet of Monokote per Lineal Foot of Beam IMPORTANT Note mar ocarc feet auantmes >n me estimating gjice nave oeen ca'Cutatea Dy deducting me s^atr- of me oeam s 'cd :<ange T^ese oua1'r.*es c>tfe- `m~ '"? czam mz: z..a~: e> zo-^rrrs ov rrtar amount 'Vs cecezt.on s aooncaoie only wren me siatz acove me oeam is nat mar .$ too-' - ce^utar Tne u l c'/-e Resistance Directory states mat Cavities Detween me-'Doer gear*`lange an? me`mor un:ts * any sna,'oe ` eo s,:m me cretec-ye ~are' a' .\r.er' zee- z-c >.>? -.e-e sotL^e tc tik tnese t'utes .vas reiatv`v sma'i \ew oec^s .2" & 3" aeec1 ngvmg 5 *c5 >\ice ce^s reguire significant amounts '^ate'-ai to ' - '*e ``^res '-'S ?*t'3 a~z^-' ; a ca'CJiatea ana aaaec tz me o>a c.-. s: re- , . > -r r - Beams dncTGirders: W Shapes Monokote Thickness in Inches 4?03136 ASTM Designation (in. x ib./tt.) Metric Designation (mm x kg/m) W 8X 67 58 48 40 35 31 28 24 21 18 15 13 10 W 6X 25 20 15 16 12 9 W 5X 19 16 W 4X 13 W200X100 86 71 59 52 46 42 36 31 27 W 200X 22 19 15 W 150X 37 30 24 22 18 9 W 130X 28 24 W 100X 19 7/16 1.55 1 53 1.51 1 49 1.48 1.47 1 31 1.30 1 19 1 18 1 05 1 04 1.03 1.14 1 12 1.11 0.91 0 89 0.88 0.94 0 93 0.76 1/2 1 78 1 76 1.73 1.71 1 70 1.68 1 51 1 49 1.37 1 36 1.20 1 19 1 18 1.31 1 29 1 27 1.04 1 02 1.01 1 08 1 06 0 87 3/4 2 70 2 67 2.63 2 59 2 57 2 56 2 29 2 27 2.09 2.07 1 83 1 81 1.80 1.99 1 96 1 94 1 60 1 56 1 55 1 65 1 63 1 34 7-8 3 17 3 13 3.08 3 04 3 02 3 00 2.69 2 67 2 45 2 43 2 15 2 14 2.12 2.34 2.31 2 28 1 88 1 84 1 83 1.94 1 92 1.58 1 3 64 3 60 3.55 3 50 3 47 3 45 3 10 3 07 2.82 2 80 2 48 2.46 2 44 2.69 2 66 2 62 2 17 2 13 2 11 2 24 2 21 1.83 1-18 1-14 1-1/2 1-5/8 4 12 4 07 4 01 3 96 3 93 3 91 3 51 3.48 3.20 3.17 2.82 2.79 2 77 3.06 3 02 2 98 2.47 2 42 2 39 2.54 2 51 2 08 4 61 4 55 4 48 4-1 4 jj 4 37 3 92 3.89 3 58 3 55 3 16 3 13 3 10 3 42 3 38 3 33 2.77 2 71 2 69 2 85 2 81 2 34 5 59 5 52 5 44 5 38 5 34 5.30 4 77 4 73 4 36 4 32 3 85 3 82 3 79 4 17 4 12 4 06 3 38 3 32 3 29 3 48 3 44 2.87 6 09 6 01 5 93 5.66 5 81 5.78 5 20 5-16 4 76 4 72 4 20 4 17 4 13 4 55 4.49 4 43 3 70 3 63 3 59 3 81 3 76 3 14 2 7 62 7 52 7 42 ' 33 7 28 7 24 5 53 6 48 5 98 5.93 5 30 5.26 5 21 5 72 5 66 5.58 4 68 4 59 4 55 4 8' 4 75 3.99 Beams and Girders: M Shapes ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) M14X 18 M 12X 11.8 M 10X 9 M 8X 6.5 M 6X 20 4.4 M 5X 18.9 M 4X 13 M360X 27 M 3 10X 17.5 M 25CX 13 4 M 2C0X 9.7 M 6QX 29.3 6.5 M 1 30X 28.1 M 100X 24.3 7/16 1 47 1 23 1 04 0 85 1.10 0 66 0.92 0 74 1/2 1 69 1 41 1.20 0 98 1.26 0 76 1 06 0 85 3/4 2 57 2 15 1 83 1 50 1 93 1 18 1 62 1 30 Monokote Thickness in Inches 78 1 3 1. ! 4 1-1 '2 3 01 2 52 2 15 1 77 2 27 1 39 1 91 1 54 3 46 2.90 2 48 2 05 2 61 1 61 2 20 1 78 3 92 3 29 2 81 2 33 2 96 1 83 2 50 2 02 4 38 3 68 3 15 2 61 3 3i 2 06 2 80 2 27 5 32 4 48 3 84 3 20 4 04 2 54 3 42 2 79 17 3 5 80 4 89 4 20 3 50 4 4: 2 '8 3 74 3 06 7 26 6 ;4 5 29 4 43 : 3 55 4 73 3 39 Beams Board Feet of Monokote per Lineal Foot of Beam \ IMPORTANT. .\ore "~3: z:arz Tr ? - "= rr ~3` ce "a. ? zee- : i . '-? v _ - -? es stag's z ez'f. ya:?s ~a' Sa. : as ze'--- ee- "? .zee' zee -- 3 .0^'"? 'c ` '-ese 'z:es .vas ' ? -3 . s--a-' `-a* zez*s 2 i J zeez ~a. -z i :a a'ec a-z azzez-c--e z : -- Beams and Girders: S Shapes 04503137 Monokote Thickness in Inches - ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) S 24X121 106 100 90 80 S 20X 96 86 75 66 S 18X 70 54.7 S15X 50 42.9 S 12X 50 40.8 35 31.8 S10X 35 25.4 S 8X 23 18.4 S 7X 20 15.3 S 6X 17.25 12.5 S 5X 14.75 10 S 4X 9.5 7.7 S 3X - 7.5 5.7 S 610X180 158 14$ 134 119 S 510X143 128 112 98 S 460X104 81.4 S 380X 74 64 S 310X 74 60.7 52 47 S 250X 52 38 S 200X 34 27 S 180X 30 S 180X 22.8 S 1 50X 26 19 3130X 22 15 S 100X 14.1 11 S 75X 11 8 7 16 2 64 2 53 2 52 2 52 2 51 2 24 2 24 2 14 2 14 1 98 1 97 1 70 1 70 1 46 1 45 1 43 1 43 1 26 1 25 1 04 1 03 0 93 0 92 0.83 0 82 0 72 0 71 0 61 0 60 0 50 0 49 1/2 3 02 3 02 2 89 2 88 2 98 2 57 2 56 2 45 2 45 2 26 2 25 i 95 1 95 1 67 1 66 1 64 1 64 1 44 1 43 1 19 1 19 1 07 1 06 0 95 0 94 0 83 0 82 0 70 0 69 0.58 0 57 Beams and Girders: HP Shapes ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 7/16 12 34 78 4 5" - o5 4 36 4 35 4 34 3 36 3 37 3 '1 3 70 3 43 3 41 2 96 2 95 2 53 2 52 2 49 2 49 2 20 2 18 : 32 1 8i 1 64 1 62 4 45 ' 44 / 27 1 26 1 08 i 07 0 90 0 88 1 - 5 34 5 33 5 '0 5 09 5 09 4 55 4 54 4 35 4 34 4 02 4 00 3.47 3 46 2 98 2 96 2 93 2 92 2 53 2 56 2 14 2 13 i 93 i 91 ' 71 ' 70 1 50 1 48 ' 28 i 27 1 06 : 05 1 6 13 5 11 3 30 5 34 5 83 5 22 5 20 4 99 4 98 4 61 4 59 3 99 3 97 3 42 3 40 3 36 3 36 2 97 2 95 2 47 2 46 2 22 2 2i i 98 ' 96 1 7*4 I 72 1 48 1 4? i 24 : 22 1-1 8 6 92 5 90 5 5* 5 60 6 59 5 39 5 38 5 64 5 62 5 2' 5 19 4 51 4 49 3 87 3 35 3 81 3 80 3 37 3 34 2 80 2 79 2 52 2 5' 2 25 2 23 i 98 i 95 ' 69 1 57 * -1 ! 40 1-1 4 i-i 2 7 -1 ~; "T9 1 37 5 4. 7 56 5 59 7 34 3 38 5 57 6 56 5 29 6 28 ~ 95 ~ 93 7 6' 7 59 5 92 5 79 " 34 7 *' 1 5 03 5 02 6 10 6 09 4 33 4 31 4 26 4 25 5 26 5 23 5 *7 5 :6 3 77 3 74 4 58 4 55 3 14 3 12 3 33 3 31 2 83 2 81 3 46 3 44 2 53 2 50 3 -0 3 O' 2 23 2 20 2 '3 2 "2 1 90 99 2 34 2 33 60 ' 55 ` 95 ' 56 -i8 . , _ -9 35 ~ ~~ 5 25 3 26 7 zz. 7 63 6 54 5 63 .^4 ; -2 ` - ' : 29 5 56 4 5 ~ r- 5 64 5 62 5 97 4 56 -i ' 4 '6 3 75 3 '6 ~ 76 r 25 - 06 22 : 2' f J4 . 3 36 ? 44 2 44 2_f2 55 2 ; : - : '4 ' '~ - ______________ Monokote Thickness 34 7 8 1 - 1 9 1 | HP 14X117 102 89 73 HP 13X100 87 73 60 HP 12X 84 74 63 53 HP10X 57 42 HP 8X 36 HP 360X174 '52 132 108 HP 330X149 129 109 87 HP 310X125 110 94 79 HP 250X 85 62 HP 200X 54 2 64 2 62 2 60 2 58 2 38 2 36 2 34 2 32 2 22 2 2i 2 19 2 18 1 84 1 81 1 48 3 02 3 00 2 98 2 96 2 72 2 70 2 58 2 66 2 54 2 53 2 5i 2 49 211 2 07 1 D3 4 =.4 4 53 4 50 4 4? 412 4 03 4 06 4 02 3 35 3 32 3 5C 3 **" 3 13 3 '4 ? - 7 5 34 5 30 5 27 5 23 4 82 4 '9 4 '5 -i 1 4 5* 4 48 4 45 4 42 3 74 3 59 3 02 6 12 6 08 5 04 5 00 s 53 5 49 5 45 5 4' 5 17 5 14 5 10 5 07 4 29 4 23 3 47 5 91 5 36 6 92 5 r7 5 25 6 20 6 15 4 5 64 5 31 5 75 5 73 4 85 4 79 3 92 65 - 61 ~ 55 6 97* 6 92 6 36 6 3- 5 52 6 48 5 43 5 39 5 42 5 34 4 39 3 1* 4 4 4 9 '2 3 47 36 3 30 5 23 7* 35 ' ^2. ~ rz 7 73 4 -~ 6 47 5 33 -- . ; - :- . 44 --4- j ; ; 4 '^ 1 ` J. : ' - `| 4 4- = 3:2 6 -4 1 ! ! r* - .4 I 1 - .. -. 5 50 | - 2Column Estimating Guide Board Feet of Monokote per Uneal Foot of Column 04503138 Columns: W Shapes ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 5/8 W 36X300 280 260 245 230 210 194 182 170 160 150 135 W 33X241 221 201 152 141 130 118 W30X211 191 173 132 124 116 108 99 W 27X178 161 146 114 102 94 84 W 24X162 146 131 117 104 94 84 76 68 62 55 W 21X147 132 122 111 101 93 83 W 920X446 417 387 365 342 313 289 271 253 238 223 201 W 840X359 329 299 226 210 193 176 W 760X314 284 257 196 185 173 '61 147 W 690X265 240 2' 7 1 70 1 52 140 125 W 510X241 21 7 195 '74 '55 -40 ' 25 1 '3 1C1 92 82 W 530X219 1 96 132 1 65 150 \ 36 4n1 1J 7 33 7 30 7,27 7 24 7 22 6 40 6 38 6 35 6 33 6 31 6 29 6 26 6 91 6 88 6 84 5.96 5 94 5 91 5 89 6 42 6 39 6 35 5 42 5 40 5 38 5 36 5 34 5 89 5 86 5 63 5 01 4 98 4 96 4 94 5 36 5 33 5 30 5 27 5 24 4 50 4 47 4 45 4 43 4 03 4 00 4 96 4.93 4 91 4 88 4 86 4 08 4 05 13/16 9 58 9 54 9 50 9 47 9 44 8 37 8 34 8 31 8 28 8 26 8 23 8 19 9 03 8.99 8 95 7 80 7 77 7 74 7 70 8 40 8 35 8 31 7.10 7 07 7 05 7 02 6 99 7 70 7 66 7 63 6 57 6 53 6 50 6 47 7 02 6 98 6 93 6 90 6 86 5 90 5 86 5 83 5 81 5 23 5 26 6 50 6 46 6 43 6 40 6 37 5 35 5 32 7/3 10 33 '0 29 10 25 10 22 10 18 9 04 9 00 8 97 8 94 8 9i 8 88 8 84 9 74 9 70 9 65 8 42 8 39 8 35 8 32 9 06 9 01 8 97 7 66 7 64 7 61 7 58 7 55 8 31 8 27 8 23 7 09 7 05 7 02 6 99 7 56 53 r 49 7 45 7 41 6 37 6 33 6 30 6 27 5 71 5 68 7 02 6 97 6 94 6 91 6 88 5 78 5 74 Monokote Thickness in Inches 1-1/4 1-3 8 1-3 4 1-7 8 2-1.4 2-1 2 2-3 -J 11 85 11 80 11 75 1 1 72 1 1 68 10 37 10 33 10 29 10 26 10 23 10 20 10 14 14 92 14 86 14 80 14 75 14 70 13 07 13.01 12 97 12 93 12 89 12 85 12 78 11 18 1113 1 1 08 9 66 9.63 9 59 9 55 14 08 14.01 13 95 12.18 12 14 12 09 12 04 10 40 10 34 10 29 8 80 8 77 8 74 8 71 8 67 13 10 13 03 12 97 11 10 11 07 11 03 10 99 10 94 9 54 9 49 9 45 8 14 8 10 8 07 8 03 12.03 1 1 97 1 1 92 10 28 10 23 . 10 19 10 14 8 70 8 65 8 60 8 55 8 51 7 32 7 28 7 24 7 21 6 57 6 53 10 98 -0 91 10 85 10 79 10 74 9 26 9 20 9 16 9 11 8 31 8 27 8 06 8 01 7 98 7 94 91 6 65 6 50 10 18 10 12 10 08 10 03 9 99 8 41 8 36 16 47 16 40 16 33 16 28 16.2314 43 14 37 14 32 14 28 14 23 14 19 14 12 1 5 54 15 47 15 40 13 46 13 41 13 36 13 30 14 47 14 39 14 32 12 27 12 23 12 '9 12 '4 12 10 i3 29 13 23 13 1' 1 1 .37 1131 1 1 27 11 21 12 U 12 06 11 99 11 93 11 87 10 24 10 18 10 13 10 08 9 20 9 15 11 25 1119 1114 1 1 09 1 1 04 9 31 9 25 21 18 21 09 21 01 20.94 20 88 18 59 18 5l 18 45 18 39 18 33 18 28 18 19 20 00 19.91 19 32 17 35 1 7 29 1 7 22 17 1 4 13 53 18 54 18 45 15 83 15 78 15 73 1 5 6' '5 51 17 117 05 * 6 63 *4 14 o' 14 56 14 44 ' 5 66 . Zi 4 1 5 46 15 4.j 15 33 13 25 13 17 13 11 13 05 11 93 1 1 87 1 4 54 14 45 14 40 14 33 14 27 12 07 1 '.99 22 77 22 68 22 58 22 52 22 45 19 99 19 91 19 85 19 78 19 72 19 66 19 56 21 51 21 41 21 31 18 67 18 60 18 52 1 8 44 20 04 19 94 19 85 17 04 16 99 16 93 16 37 1 6 31 18 44 ' 3 35 13 27 - " ~O 1 5 74 1 5 63 1 5 60 1 6 36 '6 "6 1 p 47 " 4 -3 1 6 50 '4 27 14 19 14 '3 ' 4 Or; 12 86 12 79 1 5 66 i 5 57 15 50 15 43 1 5 37 13 01 12 93 27 60 27 50 27 38 27 30 27 22 24 27 24 17 24 10 24 02 23 95 23 38 23.76 26 09 25 97 25.86 22 68 22 60 22 51 22 4i 24 33 24 2i 24 10 20 73 20 67 20 60 20 53 20 45 22 41 22 30 22 20 1 9 26 10 1 :9 ; :o 20 51 20 40 20 29 20 1 5 20 09 17 41 '7 31 1 7 24 *7 1^ 1571 15 53 19 07 18 96 '8 89 18 80 18-73 15 89 15 80 30 38 30 76 30 63 30 54 30 45 2? 1 8 -27 06 26 93 26 90 25 52 25 "4 26 6C 29 20 29 07 23 94 25 41 25 32 25 22 25 1 1 27 24 27 10 26 98 23 24 23 17 23 10 23 0* 22 93 25 1 1 24 99 24 55 2- 6' 2 21 42 2' 32 77 nr, 22 c ~ 22 "4 22 6 5 22 52 19 55 '9 45 1 9 36 '9 2" 1 7 66 1 7 56 21 40 21 27 21 19 2: 10 2' 02 17 87 17 76 34 5 9 34 O' 33 95 33 83 77 77 12 30 30 29 9 ' 29 54 29 33 29 54 7.1 49 j2 34 32 26 25*3 2 5 35 23 92 27 55 30 -9 3-3 ;4 29 9' 25 50 25 "2 25 64 0- 45 -- .. : : 5 ^j 2 ; 44 - 4 -- 3 '7 -3' 4 * 3 ~ -7 77 3' j4 '7 32 95 32 44 7 7 *" 32 63 52 5 9 32 42 35 53 35 35 35 23 3 3 >9 32 55 v ~~ 30 64 33 ` 4 I' ^7 3- 55 j5 25 3 * 25 2 2 2- ` ' -. - -- ,: . ; - - :; *4 " 'Columns % Board Feet of Monokote per Lineal Foot of Column 0*593139 Columns: W Shapes ASTM Metric Designation Designation 5/8 13/16 (in. x Ib./tt.) (mm x kg/m) W21X 73 68 62 57 50 44 W18X119 106 97 86 76 71 65 60 55 50 46 40 35 W16X100 89 77 67 57 50 45 40 36 31 26 W14X730 665 605 550 500 455 426 398 370 342 311 283 257 233 211 193 176 159 145 132 120 109 99 90 82 74 68 61 53 48 43 38 W 530X 109 101 92 85 74 66 W 460X177 158 144 128 113 106 97 89 82 74 68 60 52 W 410X149 132 114 100 85 74 67 60 54 46 39 W360X1086 990 900 818 744 677 634 592 551 509 463 421 382 347 314 287 262 237 216 196 179 162 147 134 122 110 101 91 79 72 64 57 4 02 4 01 3 99 3 65 3 62 3 60 4 38 4 35 4 33 4 31 4 28 3 59 3 58 3 56 3 54 3 53 3 24 3.22 3 19 4 01 3 98 3 95 3 92 3 28 3 26 3 24 3 22 3 21 2.91 2 88 5 87 5 77 5 67 5.57 5 49 5 41 5 36 5 31 5 26 5 21 5.15 5 10 5 05 5 00 4 96 4 92 4 89 4 86 4 83 4 66 4 63 4 61 4 59 4 57 3 68 3 66 3 64 3 62 3 22 3 20 3 19 2 98 5 28 5 26 5 24 4 79 4 76 4 73 5 75 5 71 5 68 5 65 5 62 4 72 4 70 4 68 4 66 4 64 4 26 4 23 4 20 5 26 5 22 5 18 5 15 4 32 4 29 4 26 4 24 4 22 3 83 3 80 7.69 7 55 7 42 7 30 7 18 7 08 7 02 6.95 6 88 6 82 6 74 6 68 6 61 6 55 6.50 6 45 6 41 6 36 6.33 6 11 6 07 6.04 6 02 5 99 4 83 4 81 4 78 4 76 4 24 4 22 4 19 3 92 12 7/8 5 71 5 69 5 66 5 18 5 14 5.11 6 21 6 17 6 14 6 10 6 07 5.10 5 08 5 06 5 04 5 01 4 60 4 57 4 54 5 69 5 64 5 60 5 56 4 67 4 63 4 61 4 59 4 56 4 14 4 11 8 30 8.15 8.01 7 88 7 76 7.65 7 57 7 50 7 43 7 36 7 28 7 21 7 14 7 07 7 01 6 97 6 92 6 37 6 33 6 59 6 56 6 53 6 50 6 47 5 22 5 19 5 17 5 14 4 58 4 56 4 53 4 24 Monokote Thickness in Inches 1 1-1/4 1-3/8 1-3/4 1-7 8 2-1-4 2-1 2 2-3 4 3 jm I <0 j r\) 6 56 6 54 6.51 5 96 5 92 5 89 7 14 7 09 7 06 7 01 6 98 5 87 5 85 5 32 5 80 5 77 5 30 5 27 5 23 6.54 6 49 6 44 6 40 5 37 5 34 5 31 5 28 5 26 4 78 4 74 9 52 9 35 9 19 9 04 8 91 8 73 8 70 .8 62 8 54 8 45 8 36 8 28 8 20 8 13 8 06 8 00 7 95 7 89 7 35 7 58 7 54 7 50 7 47 7 44 6 01 5 98 5 95 5 92 5 28 5 25 5 22 4 89 3 31 8 28 8 24 7 56 7 50 7 46 9 03 3 97 8 93 8 87 8 82 7 45 7 41 7 38 7 35 7 32 6 73 6 69 6 65 8 28 8 22 8 16 8 11 6 82 6.78 6 74 6 71 6 67 6.07 6 03 12 01 11 79 11 59 1 1 41 1 1 24 11 08 10 98 10 88 10 77 10 67 10 56 10 45 10 35 10 26 10 18 'Oil 10 04 9 97 9 92 9 58 9 53 9 48 9 44 9 40 7 62 7 58 7 54 7 50 6 70 6 67 6 63 6 21 9 20 9 16 9 13 8 37 8 31 8 26 9 99 9 92 9 88 9 82 9 76 8 25 8 21 8 18 8 14 8 11 7 46 7 42 7 37 9 16 9 10 9 03 8 97 7 56 751 7 47 7 44 7 40 6 74 6.69 13 26 13 03 12 81 12 61 12 42 12 24 12 13 12 02 11 91 11 80 11 67 li 55 1 1 45 1 1 34 11 25 11 17 11 10 11 03 10 97 10 59 10 54 10 49 10 44 10 40 8 44 8 39 8 35 8 31 7 43 7.39 7 36 6 89 11 92 ii 88 11 83 1037 10 79 10 74 12.93 12 85 12 79 12 71 12 65 10 72 10 67 10 63 10 58 10 54 9.72 9 66 9 60 11 88 11 80 11 71 1 1 64 9.84 9 78 9 73 9 68 9 64 8 80 8 73 17 10 16 80 16 52 16 26 16 02 15 80 15 66 15 52 15 38 15 23 15 07 14 92 14 79 14 56 14 54 14 44 14 35 14 25 14 18 13 70 13 63 13 56 13 51 13 45 10 96 10 90 10 85 10 79 9 67 9 63 9 58 8 99 12 85 12 81 12 76 11 72 1 1 64 11 58 13 94 13 84 13 78 13 70 13 63 11 56 11 51 1 1 46 1 1 42 11 37 10 49 10 43 10 36 1281 12 72 12 63 12 55 10 62 10 55 10 50 10 45 10 40 9 50 9 43 18 40 18 08 17 78 17 50 17 24 17 01 i 6 35 16 70 16 55 16 40 16 23 16 07 15 92 15 78 1 5 65 15 55 15 45 15 35 15 27 14 75 14 68 14 61 14 55 14 49 11 82 1 1 75 11 70 1 1 64 10 44 10 39 10 34 9 71 15 70 15 55 15 59 14 35 14 25 14 18 17 00 16 89 16 82 16 72 16 63 14 15 14 09 14 04 13 98 13 92 12 87 12 79 12 71 15 65 15 55 15 43 15.34 13 03 12 94 12 88 12 82 12 76 11 68 11 60 22 36 2i 98 21 62 21 29 20 97 20 69 20 5i 20 33 20 14 19 96 19 75 19 56 19 39 19 22 19 07 18 94 18 82 18 70 18 50 17 99 17 90 17 81 * 7 74 17 67 14 46 14 39 14 32 14 25 12 81 12 75 12 69 11 94 1 7 66 17 50 i7 53 16 15 16 05 1 5 96 19 10 18 98 18.89 13 79 18 69 15 94 15 87 15 81 15 74 15 68 14 51 14 42 14 33 17 60 17 48 17 36 17 25 14 68 14 59 14 52 14 46 14 39 13 19 13 10 25 05 24 63 24 23 23 36 23 51 23 20 22 99 22 79 22 59 22 38 22.15 21 95 2' 75 2i 56 2139 2i 25 21 12 20 99 20 88 20 19 20 10 20 00 19 92 19 84 16 28 16 19 16 12 16 04 14 45 14 38 14 31 13 47 '9 65 ' 9 59 9 51 18 0C 17 88 17 79 2 ` 62 2^ 54 9 88 19 76 * 9 66 2' 24 2- 10 21 0' 20 90 20 79 1 7 r5 1 7 68 ' ;5 l ` ' 47 '6 1 9 '6 09 ' 6 00 23 42 23 27 23 7 23 05 22 93 ' 9 62 9 54 19 47 ' 9 39 1931 1' 3! : 7 '0 1 a 59 19 46 19 32 19 21 16 38 16 28 1 6 20 16 13 16 06 : 4 74 14 64 21 52 2' 46 2' 33 2 ` 2: 3 ' 'S ' ~ * 7 35 - " 6 53 `6 02 27 '9 27 32 26 38 26 4' 25 09 7 - ** ~i 50 5 ' : '6 . -- --; 25 52 25 30 25 35 24 35 24 60 24 3* 2-: - 5 23 93 -. - 23 '6 23 6' 23 46 23 3: 23 ' 9 22 44 22 33 22 23 22 * 4 ! i i i 1 _. - ' ; 22 06 18 -3 13 04 1 7 96 17 38 16 '2 16 05 . ' -4 ' 15 97 15 05 * Columns Board Feet of Monokote per Lineal Foot of Column Columns: W Shapes ASTM Metric Designation Designation (in. x Ib./H.) (mm x kg/m) 5/8 W 14X 34 30 26 22 W12X336 305 279 252 230 210 190 170 152 136 120 106 96 87 79 72 65 58 53 50 45 40 35 30 26 22 19 16 14 W10X112 100 88 77 68 60 54 49 45 39 33 30 26 22 19 17 15 12 W 8X 67 58 48 40 35 31 28 24 21 18 15 W 360X 51 45 39 33 W 310X500 454 416 375 343 313 283 253 226 202 179 158 143 129 118 107 97 86 79 74 67 60 52 45 39 33 28 24 21 W 250X167 149 13i 115 101 59 80 73 67 58 49 45 33 33 28 25 22 18 W 200X100 86 71 59 52 46 42 36 31 27 22 2 96 2 95 2 60 2.58 4 49 4 42 4 36 4 30 4 25 4 20 4 16 4 11 4.07 4 03 3 99 3 96 3.93 3 91 3.89 3 87 3.85 3.45 3.43 3.04 3.03 3 01 2 77 2 75 2.73 2.23 2 21 2.19 2 18 3 40 3 37 3 33 3 30 3 27 3 25 3.23 3 22 2 82 2 79 2.77 2 40 2 38 2 36 2.01 1 99 1 98 1.96 2.73 2.70 2 66 2.63 2.61 2.60 2.30 2.28 2.06 2.05 1 79 13/16 3 90 3 83 3 43 3.40 5 88 5 79 5.72 5 64 5 58 5 52 5 46 5 39 5 34 5 29 5.24 5 19 5 16 5 13 5 10 5 08 5 06 4.53 4.51 4 01 3 99 3 97 3 65 3 62 3 60 2.94 2 92 2 89 2.88 4 48 4 43 4 39 4 34 4 31 4 28 4 25 4 23 3 71 3.68 3 65 3.17 3.15 3 12 2 66 2 64 2 63 2 60 3 60 3 56 3 51 3 47 3 45 3 43 3.04 3 02 2 73 2 71 2.37 Monokote Thickness in Inches 7 -'8 21 1-1 4 1-3/8 1-3-4 1-7-8 2-14 2-1 2-3/4 3 4.22 4 20 3 7i 3 68 6 35 6 26 6 13 5 09 6 02 5 96 5 89 5 83 5 77 5 7' 5 66 5 61 5 58 5 54 5 52 5 49 5 47 4 90 4 88 4 34 4 31 4 29 3 95 3 92 3 90 3 19 3 16 3 14 3 12 4 84 4 79 4 '0 4 66 4 62 4 60 4 58 < -i 3 96 3 95 3 43 3 41 3 38 2 83 2 66 2 65 3 3 3 6`. 3> 3 '> 3 '' 3 35 3 5' 2 2 94 27 4 86 4 34 4 28 4 25 7 30 ' 19 7 10 7 00 6 93 5 85 6 73 6 70 6 63 6 57 6 6 45 6 41 6 38 6 34 6 32 6 29 5 64 5 62 5 00 4 97 4 94 4 55 4 52 4 50 3 69 3 66 3 63 3 61 5 57 5 52 5 46 5 41 5 36 5 33 5 30 ~ 27 4 63 4 60 4 56 3 97 3 94 3 90 3 34 5 32 ; 29 . 5' 4 55 45 4 39 4 34 : 76 5 2' 3 '3 > 43 ! ->j 2 98 6 16 6 `5 5 46 5 42 9 23 9 i0 S 98 8 86 8 76 8 67 8 57 8 48 8 40 8 32 3 24 8 17 8 12 8 08 8 04 8 00 7 96 7 16 7 13 6 35 6 32 6 28 5.80 5 75 5 72 4 71 4 67 4 64 4 61 ' 07 7 00 6 93 6 86 6 3' 6 76 6 73 6 70 5 89 5 85 5 80 5 06 5 02 4 99 4 28 4 25 4 22 4 19 5 '3 5 66 5 59 a ^3 5 49 5 *6 4 36 4 83 4 39 4 36 3 83 5 86 5 82 6 06 5 02 10 21 10 06 9 93 9 80 9 69 9 59 9 49 9 39 9 29 9 21 9 12 9 05 8 99 8 94 8 90 8 86 8 82 7 93 7 90 7 04 7 00 6 97 6 43 6 39 6.35 5 24 5 20 5 16 5 '3 7 33 7 "5 7 63 51 ~ ^- 7 so 7 45 7 42 5 54 6 49 6 44 5 62 5 58 5 54 4 76 4 ~"'5 4 70 4 66 6 36 6 29 5 20 5 14 5 10 6 06 5 4.1 5 37 4 89 4 85 4 27 3 95 8 90 7 93 7 88 13 22 13 03 12 86 12 59 12 56 12 43 12 30 12 17 12 05 11 94 'i 33 11 T3 11 66 1 1 60 1 1 54 1 1 49 1 1 44 10 31 10 2' Q K 9 '3 9 09 8 41 5 35 3 30 5 39 6 34 6 78 6 "5 '5 *5 9 99 q 4G 4 9 55 9 '6 9 7' 9 6' 4 5 45 3 42 7 56 7 3? 7 2' 6 28 6 24 4 '' a - 6 ' 8 22 8 8 03 7 98 7 93 7 70 7 05 6 44 6 39 5 66 9 67 9 62 3 58 3 52 14 24 14 04 13 86 13 68 13 53 13 39 13 25 13 1 1 12.98 12 87 12 75 12 65 '2 57 12 50 12 44 12 39 12 34 1 1 13 1 1 08 9 92 9 36 9 81 9 08 9 02 8 98 7 46 7 40 7 34 ' 31 -'0 ~ -Q ' 2 '9 ? : 5 < ' ' 4 T 4 2 45 0 43 4 23 9 '6 3 *0 ~ 98 ' 93 7 5" 6 54 6 ~6 a -7 a a' 3 98 5 53 8" 8 68 3 63 3 53 7 59 7 63 6 97 6 93 6 14 11 88 11 32 10 58 10 50 17 37 17 12 16 91 16 70 16 52 1 6 35 16 18 16 02 15 86 15 72 15 58 15.46 15 37 15 29 15 21 15 15 15 09 13 63 13.58 12 18 12.12 12 06 1118 1111 1 1 05 9 23 9 16 9 09 9 06 13 48 3 35 1 4 2 13 1 1 3 01 : 2 92 12 86 12 30 1 : 36 1 1 23 ' 1 20 9 56 9 79 9 72 8 45 8 40 3 25 8 29 7t F 10 94 0 3' 10 70 10 63 10 58 9 50 9 44 8 65 8 59 7 65 O-1 in 13 41 13 35 11 96 1 ' 88 9 51 '9 24 19.00 '8 76 18 56 18 38 18.19 18 00 17 83 17 67 17 52 17 38 17 28 17 19 17 11 17 04 16 97 15 35 15.29 13 74 13 67 13 61 12.63 12.55 12 49 10 46 10 39 10 3i 10 27 15'8 '4 90 14''*' 4 66 `4 67 14 49 14 43 12 83 12 '4 2 65 '1 16 1 1 09 1101 9 60 9 54 9 43 9 42 2 50 12 37 '2 22 12 10 12 02 1 1 96 10 77 10 70 9 82 9 75 8 71 4 93 4 91 13 39 13 30 1 6 59 * 6-52 14 85 4 ^6 2 ' 69 2139 2' 13 20 37 20 65 20 45 20 24 20 03 '9 35 19 6 7 * 9 50 9 35 9 24 1914 19 05 IS 98 18 90 17 12 1'05 '5 35 1 5 27 15 20 14 13 '4 03 13 97 1 1 74 1 1 66 ' 1 57 ' 1 53 23 9' 23 58 23 30 23 0i 22 78 22 56 22 33 22 11 21 90 21 71 2' 53 2i 36 21 24 21 13 2i 03 20 95 2C 86 '8 92 18 85 16 4Q 16 91 16 83 1 5 66 * 5.56 '5 49 '3 06 12 97 2 38 2 82 a 93 -a '6 a ;; a 13 ' ' r; 6 16 17 16*1 *4 34 : 4 ?4 14 `4 *2 5*. -2 43 ` " *4 1 0 re * : 59 13 '3 53 '36' 3 53 13 45 ' 7 34 1? 07 12 00 1 1 03 10 96 9 8'. 3 '2 '8 55 4 3 33 5 23 a nq 98 1' 99 1 7 $2 5 90 5 79 15 68 i3 90 13 81 1 a 7? ? "'O * 95 4 88 it a 5 50 1 5 34 45 46 : 5 02 4 93 * 4 36 ' 3 42 13 34 12 29 1? ?1 1 0 95 Columns Board Feet of Monokote per Lineal Foot of Column 04503141 Columns: W Shapes ASTM Metric Designation Designation (in. x lb./ft.) (mm x kg/m) 58 W 8X 13 10 W 6X 25 20 15 16 12 9 W 5X 19 16 W 4X 13 W 200X 22 19 W 1 50X 37 30 24 22 18 9 W 130X 28 24 W 100X 19 1 77 1 76 2.03 2.00 1 98 1 60 1 57 1 55 1 69 1 67 1 38 Columns: M Shapes 13/16 2 35 2 33 2 69 2 65 2 62 2 13 2.09 2 06 2 24 2 22 1 85 ASTM Metric Designation Designation (in. x lb./ft.) (mm x kg/m) 5/8 M 14X18 M 12X11.8 M 10X 9 M 8X 6.5 M 6X20 4.4 M 5X18.9 M 4X13 M 360X 25.6 M 310X 17.6 M 250X 43.3 M 200X 56.1 M 150X 29.8 6.5 M 1 30X 28.1 M 100X 19 2 40 200 1 72 1 42 1 97 1 13 1 66 1 34 Columns: S Shapes 13/16 3 17 2.65 2 28 1.90 2.61 1 52 2.21 1 79 ASTM Metric Designation Designation (in. x Ib./ft.) (mm x kg/m) S 24X121 106 100 90 80 S20X 96 86 75 66 S18X 70 54.7 S15X 50 42.9 S12X 50 40.8 35 31.8 S 610X180 158 149 134 119 S 510X143 128 112 98 S 460X104 81.4 S 380X 74 64 S 310X 74 60.7 52 47 5/8 4 28 4 26 4 06 4.05 4 04 3 66 3 65 3.48 3 46 3 23 3.21 2.81 2.80 2 45 2.43 2 39 2.39 13/16 5 61 5 59 5.33 5 32 5.30 4 81 4 79 4 57 4 55 4 25 4 22 3 70 3 69 3.24 3 20 3 16 3 15 78 2 55 2 53 2 91 2 88 2 84 2 31 2 27 2.24 2 43 2 41 2 01 7'8 3 43 2 87 2 48 2 07 2.83 1 65 2 40 1 95 7'8 6 06 6 03 5 76 5 74 5 72 5 20 5 18 4 94 4 92 4 60 4 56 4 01 3 99 3 50 3 47 3 42 3 41 Monokote Thickness in Inches 1 1-1 '4 1-3 8 1-3 4 1-7-8 2-14 -- 2-1 2 2-3 4 3 2 96 3 80 4 24 5 62 6 10 ' 60 3 65 9 '4 ' 0 35 2 93 3 77 4 21 5 57 6 05 7 54 3 53 9 6' : s: 3 37 4 32 4 81 6 34 6 87 8 52 9 68 0 T~ 3 33 4 27 4 75 6 26 6 79 8 43 9 58 1 C '5 * 33 3 29 4 22 4 70 6 19 6 72 8 34 9 4' 10 65 * 5' 2 68 3 45 3 86 5 13 5 57 6 97 7 95 S 9"* * 0 04 2 53 3 40 3 79 5 05 5 48 6 86 7 83 STS ? 90 2 60 3 36 3 75 4 99 5.43 6 79 7 75 3 '6 9 3' 2 82 3 63 4 05 5 38 5 84 7 29 8 31 9 3" 3 - ' 2 80 3 60 4 01 5 33 5 79 7 23 8 24 9 29 0 39 2 33 3 02 3 38 4 52 4 92 6 i9 O CD 2 -? 9 30 Monokote Thickness in Inches 1 1-1 4 1-3.8 1-3.4 1-7-8 2-1/4 2-1 2 3 3 96 5 05 5 62 7 37 7 98 9 86 11 ' 5 3 39 3 33 4 26 4 74 6 26 6 78 8 42 9 56 : t ' 95 2 87 3 69 4 12 5 46 5 93 7 40 a 43 5 50 96: 2 40 3 11 3.48 4 65 5 06 6 35 7 25 r 22 9 2 3 27 4 19 4 67 6 16 6 68 8 30 9 43 * - 60 * ` 61 1 93 2 52 2 82 3 81 4 16 5 28 6 00 6 ** 2 78 3 58 4 00 5 31 5 76 7 20 3 20 9 ; 35 2 27 2 94 3 29 4 41 4 81 6 05 5 93 7 55 - Monokote Thickness m ncnes 1 1-1 4 i-3 8 1 -3 4 5 '1 :J ; 6 97 6 94 6 62 6 60 6 58 5 98 5 96 5 69 5 67 5 30 5 26 4 62 4 60 4 04 4 01 3 95 3 94 8 81 8 78 8 38 8 36 8 33 7 58 7 55 7 22 7 19 6 73 6 68 5 88 5 85 5 16 5 11 5 05 5 03 9 75 9 71 9 28 9 25 9 22 8 40 8 37 7 99 7 96 7 46 7 40 6 53 6 49 5 73 5 68 5 61 5 59 12 63 12 58 12 03 11 99 11 96 10 91 10 87 10 39 10 36 9 71 9 64 8 53 8 48 7 52 7 45 7 36 7 34 1 3 61 1 3 55 12 97 12 93 12 89 1 1 77 11 72 ' 1 2i 1117 10 48 10 40 9 2i 9 17 8 13 8 06 7 96 7 94 16 61 16 55 5 34 i5 80 15 75 4 40 14 35 13 74 '3 69 12 86 12 77 1 1 34 11 28 10 04 9 95 9 84 9 81 '8 5' '8 5? '01 * 7 '6 ' 6 21 1515 15 4" 15 42 14 50 14 39 12 30 12 75 11 36 1 1 27 11 1 a 11 10 -- :: -- - i 3 ' -3 - 0 , 4 :6 *U ' 4 00 -- - ; '} *0 -3 - . - - '5 ' .. '.0 ` - 53 \ * - - -' 2 j: 5: 4 -3 ' -1 3 52 14 Columns Board Feet of Monokote per Lineal Foot of Column 04503142 Columns: S Shapes ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 5/8 S10X 35 S 250X 52 25.4 38 S 8X 23 18.4 S 7X 20 15.3 S 200X 34 27 S180X 30 22.8 S 6X 17.25 S150X 26 12.5 19 S 5X 14.75 S 130X 22 10 15 S 4X 9.5 S 100X 14.1 7.7 11 S 3X 7.5 S 75X 11 5.7 8 2 14 2 11 1 79 1 77 1 62 1 60 1 45 1 43 1 28 1 25 1 10 1 08 0 93 0.91 Columns: HP Shapes 13/16 2.83 2 79 2.37 2 35 2 15 2 13 1 94 1.90 1 72 1 68 1 47 1 46 1 26 1 23 ASTM Designation (in. x Ib./tt.) Metric Designation (mm x kg/m) 5/8 HP 14X117 102 89 73 HP 13X100 87 73 60 HP 12X 84 74 63 53 HP 10X 57 42 HP 8X 36 HP 360X174 152 132 108 HP 330X149 129 109 87 HP 310X125 HO 94 73 HP 250X 35 62 HP 200X 54 4 63 4.60 4 57 4.53 4 17 4 14 4 11 4 08 3 90 3 88 3 85 3 82 3 24 3 20 2 62 13/16 6 07 6 03 5 99 5 94 5 47 5.43 5.39 5 35 5 12 5 09 5 05 5 02 4 27 4 21 3 45 7/3 3.07 3.03 2 57 2 55 2 34 2 31 2.10 2 07 1 87 1 83 1 61 1 59 1 37 1 35 7/8 6 55 6 51 6 47 6 42 5.91 5 87 5 83 5 78 5 53 5 50 5.46 5 42 4 61 4 55 3 74 Monokote Thickness in Inches 1 i-1/4 1-3/8 1-3/4 1-7/8 2-1/4 2-1.2 2-3.4 3 3 55 3 50 2 98 2 96 2 71 2 68 2 44 2 41 2 18 2 13 1 88 1 86 1 61 1 58 4 54 4 48 3 83 3 80 3 49 3 45 3 16 3 11 2 83 2 77 2.45 2 42 2 12 2 08 5 05 4 99 4.27 4 24 3 90 3 86 3 53 3 48 3 17 3 10 2 75 2.72 2.39 2 35 6 65 6 57 5.66 5 61 5 18 5 13 4 71 4 65 4 25 4 17 3.72 3 68 3 26 3 21 7 20 7 11 0 14 6.09 5 63 5 57 5 13 5 06 4 63 4 55 4 07 4 03 3 57 3 51 8 92 8 82 7 65 7 59 7.04 6 96 6 44 6 35 5 84 5 74 5 16 5 11 4 56 4 50 10 12 10 00 8 7i 3 64 8 03 7 95 7 36 7 26 6 70 6 58 5 94 5 39 5 28 5 20 il 36 i 23 9 8i 9 73 9 06 3 97 8 33 3 22 7 60 7 47 c 7" 6 7' 5 95 *2 65 *2 5* 10 95 :C H- 10 *4 1 V*> v. * 9 33 9 22 3 54 5 40 7 63 57 6 03 3 "5 Monokote Thickness in Inches 1 1-1/4 1-3/8 i-'-4 1-7/8 2-1/4 2-1.2 2-3 4 3 7 53 7 48 7 43 7 38 6 80 6 75 6 70 6 65 6.36 6 33 6 28 6 24 5 31 5 24 4 31 9 52 9 45 9 40 9 33 8 60 8 54 8 48 8 41 8 06 8 01 7 95 7 90 6 74 6 65 5 50 10 52 10 46 10 39 10 32 9 52 9 45 9 38 9 31 8 92 8 67 3 81 8 "5 7 48 7 38 6 10 13 61 13 53 13 45 13 35 12 34 12 25 12 16 12 07 * 1 57 115! 1 1 43 1 i 36 9 73 9 61 7 99 14 66 14 57 14 49 14 38 13 30 13 20 13n 13 01 12 48 12 41 12 32 12 25 12 51 10 37 3 64 17 88 17 77 17.66 17 54 16 24 16 12 16 01 15 89 5 26 15 '5 07 14 98 2 39 12 73 10 54 20 07 19 95 19 84 19 70 18.25 18 12 18 00 1 7 37 16 - rz 16 95 6 55 `4 53 14 55 ' 2 04 22 3! 22 * 7 22 05 2` 90 20 30 20 15 rn ` 3 30 - ' - t 7' 24 30 24 14 22 4-0 '2 2 - '74 ' 1 -4 ft Beam Estimating Guide ft Board Feet of Monokote per Lineal Foot of Beam (with reduced thicknesses at bottom beam flange) IMPORTANT \ore that ooaro foot Quantit-es .n "*e es:.rra,,''g g,,`C$ -a*<? re?'" c- 5.*?: r. lecjc* mg me .v/arn of me oeam s too t'ange '''ese oja'-'t.es "t- *"e rri-' juanr,Les 'or ociumns ov '"at amount r*'S oea-jcf`0n s aoc-cao^ . a'?* '"e i is i;:-- me oeam .$ ".at 'net-s 'CC-. ce^uiar >e J l = re Resistance Ji'ecrc'v srares ma' Za^t'es rer-vee'" me ~ccer cea* ne "co' -^rs r %ne oe fi`ea #`t" tno orotec:>re -'awa- .vre- rec '? 5ra'/Okv -e tCiume to `"7 mese riu'es .vas re'a'-<ei* \e* rec"S i i.: see, '0 * re :er$ "ecw'e sign-`*oant a^o^rs of catena' "r 04503143mate^ai "^wsr oe ra'C-'areo ana a oaea 'c me o-c Beams and Girders: W Shapes Monokote Thickness in Inches* ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 11/16 7/8 1 1-1/8 1-1/4 1-3/4 1-7/8 W 36X300 280 260 245 230 210 194 182 170 160 150 135 W33X241 221 201 152 141 130 118 W30X211 191 173 132 124 116 108 99 W 27X178 161 146 114 102 94 84 W24X162 146 131 117 104 94 84 76 68 62 55 W 21X147 132 122 111 101 93 83 73 68 W 920X446 417 387 365 342 313 289 271 253 238 223 201 W 840X359 329 299 226 210 193 176 W 760X314 284 257 196 185 173 161 147 W 690X265 240 217 170 152 140 125 W610X241 217 195 174 155 140 125 113 101 92 82 W 530X219 196 182 165 150 138 123 109 101 6.87 6.85 6.82 6.80 6 79 6.12 6.10 6.09 6.07 6 06 604 6.01 647 6.44 6.42 5.69 5.67 5.65 5 63 5.98 5.95 5.93 5.16 5.14 5.13 5 11 5.10 5.46 5.43 5.41 4.74 4.72 4.70 4.68 4 94 4.92 4 89 4 87 4.85 4 23 4 21 4 20 4 18 3.85 3.83 4.53 4.51 4 49 4.47 4 46 3 80 3 78 3.76 3.75 8 74 8.71 8 68 8 66 8.64 7 79 7 77 7.75 7 73 7 71 7 69 7 65 8.23 8 20 8 17 7 24 7 22 7 20 7 17 7 61 7 57 7 54 6 56 6.55 6.53 6.51 6.49 6.94 6 92 6.89 6.03 6.01 5.99 5.96 6 29 6 26 6 22 6 20 6 17 5 39 5 36 5.34 5.32 4 90 4 88 5 76 5 73 5 7i 5.69 5 67 4 84 4 82 4 79 4 78 9 99 9.96 9 92 9.90 9 87 8,91 8 88 8.85 8 83 8 81 8 79 8 75 9 41 9 37 9 33 8 28 8 25 8 22 8.19 8 69 8.66 8.62 7 50 7 48 7 46 7 44 7 41 7 94 7 90 7.87 6 89 6 86 6 84 6 81 7 19 7 15 7.11 7.08 7 05 6 16 6 13 6 10 6 08 5 60 5 57 6 59 6 55 6 53 6 5i 6 48 5 53 5 51 5 48 5 46 11 24 11 20 1116 n.13 11 10 10 02 9 99 9.96 9 93 9 91 9 88 9 84 10 58 10 54 10 50 9 31 9.28 9 25 9 22 9 78 9 74 9 70 8 44 8 42 8 39 8.37 8 34 8.93 8 89 8 86 7 76 7 72 7 70 7 66 8 08 8 04 8 00 7 97 7 93 6 93 6 90 6.87 6 84 6 30 6 27 7 41 7 37 7 35 7 32 7 29 6 23 5 19 6.16 6-14 12 49 12 45 12 40 12 37 12.34 11 14 11 10 11 07 11 04 11 01 10 98 10 93 11 76 11 71 11 67 10.35 10 32 10.28 10.24 10 87 10 82 10 78 9 38 9.35 9.33 9.10 9 26 9 92 9 88 9.84 8 62 8 58 8.55 8.51 8 98 8 94 8 89 8 85 8 81 7 70 7 66 7 63 7 60 6 99 6 96 8.24 8 19 8 16 8 13 8 10 6 92 6 88 6 85 6 83 17 48 17 42 17 36 17 32 17 27 15.59 15 54 15.50 15.45 15 41 15 38 15 31 16 46 16 40 16 34 14 49 14.44 14 39 14 34 15.21 15 15 15 09 13 13 13 09 13 06 13 01 12 97 13 89 13 83 13 78 12 06 12.01 1 1 97 11 92 12 58 12 51 12 45 12 39 12 34 10 78 10 73 10 58 10 64 9 79 9 75 11 53 11 47 11 43 11 38 11 34 9 68 9.63 9 58 9 56 18 73 18 67 ' 18 60 18.55 18 50 16 70 16 65 16.60 16 56 16.52 16 47 16 40 17 64 17 57 17 50 15 52 15 47 15 42 15 36 16.30 16 23 16 17 14 07 14 03 13 99 '3.94 '3 90 i4 88 14 32 14 76 12 93 12 87 12 83 12.77 13 47 13 40 13 34 13 28 13 22 11 55 1 1 49 11 45 1 1 40 10.49 10,45 12 35 12 29 12 25 12 20 12 15 10 38 10 32 10 27 10 24 Thickness snown is that required on the upper oeam flange and oooy of me oeam vo^o-ore ,n-c>'mess a: *"e c.ver ream hange t,p s exactly of m>s micxness !6 2-7/16 2-1/2 24 35 24 27 24 18 24 12 24,06 21.71 21 64 21 58 21 53 21 47 2' 42 2' 32 22 93 22 84 22 75 20 18 20 12 20 05 '9 97 21 19 21.'0 21 02 18 29 '8 24 18.18 '8 '3 3 O' '9 34 '9 25 '9 '? ' 6 3C :6 73 16 6"* lo 50 17 52 17 43 17 34 * 25 17 19 5 01 '4 94 '4 38 14 32 3 64 3 58 6 05 15 97 '5 92 15 36 15 80 13 49 13 42 13 35 13 31 24 97 24 39 24 80 24 74 24 67 22 27 22,19 22.14 22 08 22 02 2- 97 2i 37 23 52 23 43 23 34 20 70 20 53 20 56 20 48 2* "'4 2' 54 2' 55 * 5 '6 18 76 65 ' - -9 - - : 5. . -4 - * 7 * Z' - -' '? * '' * ^3 ,- ; -- ;* -- .5 -, 1 ' ju ; '5 : -4 ; . r; * Beams Board Feet of Monokote per Lineal Foot of Beam (with reduced thicknesses at bottom beam flange) IMPORTANT: Note mat ooard foot Quantises tn me estimating goice nave oeen calculated Oy deducting me width of me Oeam 5 *oo hange These guam-t-es d<*e' *m'~ 'me oea'c *cc' columns oy that amount. This deduction is aooticaoie only when the s'aO above the beam s flat that /s tOO^o cenuiar r es `c The J L .cre flesjsrance Directory sfare^jna^ Cavines oerween me upper oeam iiange ana me hoor units, `f any snan oe hheo wrtn me protectr.-e marena/ when oec cm^es were s ?<?. cw "m volume to hit these hutes was reiaive-y smai< New aecxs i2" & 3` oeeoi having 5 to 9' wide celts reauire significant amounts of materia/ to t;H me hates "h>s extra arnCur" c' mareria' ~~*s: oe catenated ana added to tne O'd Beams and Girders: W Shapes ' 4' f'-'-- Monokote Thickness in Inches* 04503144 ASTM Designation (in. x Ib./ft.) Metric Designation (mm x kg/m) 11/16 7/8 1 1-1/8 1-1/4 1-3/4 1-7/8 2-7/16 2-1/2 W21X 62 57 50 44 W18X119 106 97 86 76 71 65 60 55 50 46 40 35 W16X100 89 77 67 57 50 45 40 36 31 26 W14X730 665 605 550 500 455 426 398 370 342 311 283 257 233 211 193 176 159 145 132 120 109 99 90 82 W530X 92 85 74 66 W460X177 158 144 128 113 106 97 89 82 74 68 60 52 W410X149 132 114 100 85 74 67 60 54 46 39 W360X1086 990 900 818 744 677 634 592 551 509 463 421 382 347 314 287 262 237 216 196 179 162 147 134 122 3.74 3.46 3.43 3.42 3 97 3.95 3.93 3.91 3.90 3.33 3.31 3.30 3.29 3.28 3.04 3.02 3.00 3,61 3.59 3.57 3.55 3.02 3.00 2.99 2.97 2.96 2.71 2.69 5.01 4.93 4.85 4 78 4.72 4.66 4.62 4.58 4.54 4.50 4.46 4.42 4.38 4.35 4.32 4.29 4.26 4.24 4.22 4.08 4.06 4.04 4.03 4.01 3.27 4.76 4 40 4.37 4.35 5.06 5.03 5.01 4.98 4.96 4 23 4.22 4 20 4 19 4.17 3.86 3.84 3.82 4.60 4.57 4 54 4.51 3.84 3.82 3.80 3.78 3.77 3.45 3.43 6.38 6.27 6.18 6.09 6.00 5.93 5.88 5.83 5.78 5.73 5.68 5.63 5.58 5.53 5.49 5 46 5.43 5.39 5.37 5 19 5.17 5 14 5.12 5.10 4 17 5.44 5.03 5.00 4 97 5 78 5.74 5.72 5.69 5.67 4.84 4.82 4.80 4.78 4,77 4 41 4.39 4.36 5 26 5.22 5.19 5.16 4.39 4.36 4.34 4.32 4.30 3.95 3.92 7.29 7.17 7.06 6.96 6.86 6.78 6.72 6.66 6.61 6.55 6.49 6.43 6 38 6.32 6.28 6.24 6.20 6.16 6.13 5.93 5.90 5.88 5.86 5.83 4 76 6.12 5.66 5 62 5.59 6.50 6.46 6 44 6.41 6.37 5.44 5 42 5.40 5.38 5.36 4 97 4.94 4.91 5.91 5.88 5.84 5.80 4.94 4.91 4.89 4.86 4.84 4 44 4.41 8.20 8.07 7.94 7 83 7 72 7 62 7 56 7 50 7.43 7.37 ' 7.30 7 23 7 17 7 11 7.06 7.02 6.98 6.94 6.90 6.67 6.64 6.61 6.59 6.56 5.36 6.80 6.28 6.25 6 22 7.23 7.18 7.15 7.12 7.08 6.05 6.02 6.00 5.98 5.96 5.52 5 49 5.46 6.57 6.53 6.48 6 45 5 48 5 45 5 43 5 41 5.38 4.93 4 90 9 11 8.95 8.83 8.70 8 58 8 47 8 40 8 33 8.26 8 19 8 11 8 04 7.97 791 7 85 7 80 7.75 7 71 7.67 7 41 7 38 7 35 7.32 7.29 5.95 9.52 8 80 8 74 8.70 10.12 10.05 10.02 9.96 9.92 8.46 8.43 8 40 8.37 8.34 7.73 7.68 7.64 9.20 9.14 9.08 9.03 7.68 7.63 7.60 7.57 7.53 6 90 6.86 12.75 12 55 12.36 12.18 12.01 11 86 11 76 11 66 11 56 11 46 11 35 11 25 1116 11 07 10 98 10.92 10 85 10 79 10 73 10.38 10.33 10.29 10.25 10.21 8.33 10 20 9 43 9.37 9 32 ' 10 84 10 77 10.73 10.68 10.62 9 07 9.03 9.00 8.97 8 94 8 28 8 23 8.18 9.85 9 79 9 73 9.67 8.23 8 18 8.14 8 11 8.07 7 40 7.35 13.67 13 45 13 24 13 05 12.87 12.70 12 60 12 49 12 39 12 28 12 16 12 06 11 95 11 86 11 77 11 70 11 63 11 56 11 50 11 12 11.07 11 02 10.98 10.94 8 93 * Thicxness shown is fhat required on me upper beam flange ana Poay of me beam Monpkote thickness at me lower beam flange tip is exactly '; cl rns micxness 13.26 12.25 12.18 12.12 14 09 14 00 13 95 13 88 13.81 11.79 11 74 11 70 11 66 11 62 10 76 10 70 10 64 12 81 12 73 12.65 12 58 10 69 10.63 10 58 10 54 10.49 9 62 9 55 17 77 17 48 17.21 16 96 16 73 16 52 16 38 16 24 10 11 15 97 '5 3i 15 6? 1 5 54 15 42 15 30 15.21 15 12 15 03 14 95 14 46 14 39 14 33 14 27 14 22 1 1 61 f 3 60 12 57 12 49 12.43 14.45 14.36 14 314 23 14 17 12 09 12.05 12.00 11 96 11 9i 11 04 10 96 10 9i 13.14 13 06 12 97 12 90 10 97 10.90 10.66 10 81 10 76 9 86 9 80 18.22 17.93 17 65 17 40 17 16 16 94 16 80 16 66 16 52 16 38 16 22 16.08 15 94 15 81 15 69 15 60 15 50 15 41 15 34 14 83 14 76 14 70 14 64 14 59 1 '.90 Beams Board Feet of Monokote per Lineal Foot of Beam (with rmducmd thicknesses at bottom beam flange) IMPORTANT: Nom that Board foot Quantitmt m tha estimating guide nave Been calculated By deducting the width of the Dean s toe *ange These Quantities differ >r0m me hoard foot Quantities or columns Dy that amount This deduction is apoecatke onty when the siao aoove the Deem is flat, mat is. tOQ*o cellular The U.L. Fire Resistance Directory states that `Cavities Between the upper warn flange end the floor units, it any. shall Be tilled with the orotective material When oecn orotnes wem sraiiow volume to tm these flutes was retatrvefy smeA. New decks (2m 3" deeo) having 5" to 9" wide celts require significant amounts ot materai to utt the hums This extra amount of matena, must oe calculated and added ro me Did Beams and Girders: W Shapes 045031^5 Monokote Thickness in Inches* ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 11/16 7/8 1 1-1/8 1-1/4 1-3/4 1-7/8 2-7/16 2-1. W14X 74 68 61 S3 48 43 36 34 30 26 22 W12X336 305 279 252 230 210 190 170 152 136 120 106 96 87 79 72 65 58 53 50 45 40 35 30 26 22 19 16 14 W 10X112 100 88 77 68 60 54 49 45 39 33 30 26 22 19 17 15 12 W360X110 101 91 79 72 64 57 51 45 39 33 W 310X500 454 416 375 343 313 283 253 226 202 179 158 143 129 118 107 97 86 79 74 67 60 52 45 39 33 29 24 21 W250X167 149 131 115 101 89 80 73 67 58 49 45 39 33 28 25 22 18 3.26 3.24 3.23 2.90 2.89 2.87 2.71 2.70 2.69 2.40 2.39 3.86 3.80 3.76 3.71 3.67 3.64 3.60 3.57 3.54 3.51 3.48 3.45 3.43 3.41 3.40 3.39 3.37 3.04 303 2.71 2.69 2.68 2.50 2.48 2.47 2.05 2.03 2.02 2.01 2.93 2.91 2.88 2.86 2.83 2.82 2.80 2.79 2.46 2.44 2.42 2.13 2.12 2.11 1.81 1.80 1.79 1.78 4.15 4.13 4.11 3 69 3.67 3.66 3 45 3.44 3.42 3 06 3.04 4.91 4.84 4 78 4 72 4 68 4 63 4.59 4.54 4.50 4 46 4.42 4.39 4 37 4 35 4.33 4.31 4.29 3.87 3.85 3.44 3.43 3.41 3.18 3.16 3.14 2.61 2.59 2.57 2.56 3.73 3.70 3.67 3 63 3.61 3.58 3.57 3.55 3 13 3 11 3.09 2.72 2 70 2 68 2.31 2.29 2 28 2 26 4.74 4 72 4.70 4.22 4 20 4 18 3.95 3.93 3.91 3.50 3.47 5.61 5.53 5.47 5 40 5.35 5.29 5.24 5.19 5.14 5 10 5.06 5.02 4 99 4 97 4.94 4 92 490 4 42 4.403.94 3.92 3.90 3 63 3.61 3 59 2.98 2 96 2.94 2.93 4 27 4 23 4 19 4 15 4 12 4 10 4 08 4 06 3.58 3 55 3 53 3.11 3 08 3 06 2 64 2 62 2.60 2.59 5.33 5.31 5.28 4 75 4.72 4.70 4 44 4.42 4.40 3.93 3.91 6.31 6.22 6.15 6.07 6.01 596 5.90 5.84 5.79 5.74 5.69 5.65 5.62 5.59 5.56 5.54 5.52 4.97 4.95 4 43 4 41 4.39 4 08 4 06 4 04 3.35 3.33 3.30 3.29 4 80 4 76 4.71 4,67 4 64 4 61 4.59 4 57 4 03 4 00 3.97 3.49 3 47 3 45 2 97 2 95 2.93 2.91 5.92 5 90 5 87 5.27 5.25 5 23 4 93 4.91 4 89 4.37 4 34 7.01 6.92 6.83 6.75 6.68 6.62 6.55 6.49 6.43 6.37 6 32 6.27 6.24 6.21 6.18 6.16 6.13 5 53 5.50 4.92 4 90 4 87 4 54 4 51 4 49 3 73 3 70 3.57 3 66 5 33 5.29 5 24 5 19 5 15 5 12 5 10 5 07 4 47 4 44 4 41 3 88 3 86 3 83 3.30 3 27 3.26 3.23 8.29 8 26 822 7 38 7.35 7 32 6.91 6.88 6.85 6.12 6 08 9 81 9.68 9 57 9 45 9 35 9 26 9.18 9.08 9 00 8.92 8.85 8.78 8.74 8.69 8 65 8.62 8.58 7 74 7 71 6.89 6.86 6.62 6.35 6.31 6 28 5 22 5 18 5.14 5.12 7 47 7 40 7 33 7 27 7 22 7 17 7 13 7 10 6.26 6 22 6 17 5 43 5 40 5.36 4 61 4 59 4 56 4 53 8.89 8 85 8 81 7 91 7 87 7 84 7 40 7 37 7 34 6.56 6.51 10.51 10.37 10.25 10 12 10.02 9 93 9 83 9 73 9 64 9 56 9 48 9 41 9 36 9.31 9.27 9.23 9 20 8.29 8 26 7 38 7 35 7.31 6.81 6.76 6 73 5 59 5 55 5.51 5 49 8 00 7 93 7 86 7 79 7 73 7 68 7 64 7 61 6 71 6 66 6 61 5.82 5 78 5 74 4 94 4 91 4 88 4 85 Thickness shown is that required on the upper Beam flange ana ooay ot me Beam Mononote thickness at me lower oearn flange tio is exactly "i o' mis tnicvness 11 55 11.50 t T .45 10 28 10.24 10 19 9 62 9.58 9 54 8.52 8 47 13 67 13.49 13 32 13.16 13 03 12 90 12 78 12 65 12.54 12.43 12 32 12 23 12 17 12 11 12 05 12.00 11 95 10 78 10 73 9 60 9 55 9 50 8 85 8 79 8 75 7 26 7 2' 7 16 7 13 10 40 10 31 10 21 10 12 10 05 9 99 9 94 9 90 8 72 8 66 8 60 7 57 7 52 7 46 6 43 6 39 6 35 6 30 11 5 11 e t T. 7 10 5 10 10 4 9.8 9.8 9.7 87 8 6: 14 0: 13 8. 13 6' 13 5! 13.3! 13.213 1 12.91 12 86 12 7: 12 6- 12 55 12 46 12 41 12 35 12 31 12 25 11 05 11 0i 9 84 9.79 9 75 9 07 9 02 8.97 7 45 7 40 7 34 731 10 67 10 57 10 47 '0 38 i0 31 10.24 10 19 0 15 8 95 8 88 3 32 7 76 7 71 7 66 6 59 6 55 5 51 6 46 18 Beams r Board Feet of Monokote per Lineal Foot of Be, (with reduced thicknesses at bottom beam flange) IMPORTANT: Note that board foot Quantities m the estimating guide have Dean calculated 0y deducting the width of the beam s too flange These Quantities differ from the board toot Quantities columns by that amount. This deduction is applicable only when the slab above the beam is flat, that is. 700% cellular The U.L Fire Resistance DtreCTbry states that "Cavities between the upper beam flange ana the floor units, if any. shall be filled with the protective matenal ' When deck profiles were shanow volume to fill these flutes was relatively smaH. New decks (2" A 3" deep) having 5" to 9" wide cells require significant amounts of matenai to fill the flutes This extra amount of matenai must calculated and added to The bid. Beams anpGjrtfersiW Shapes Monokote Thickness in Inches* ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 11/16 7/8 1 1-1/8 1-1/4 1-3/4 1-7/8 2-7/16 W 8X 67 58 48 40 35 31 28 24 21 18 15 13 10 W 6X 25 20 15 16 12 9 W 5X 19 16 W 4X 13 W200X100 86 71 59 52 46 42 36 31 27 22 19 15 W150X 37 30 24 22 18 9 W130X 28 24 W100X 19 2.34 2.31 2.28 2.26 2.24 2.23 1.99 1.97 1.80 1.79 1.57 1.56 1.55 1.71 1.69 1.67 1.36 1.34 1.32 1.40 1.39 1.12 2.97 2.94 2.91 2.88 2.86 2.84 2.53 2.51 2.29 2.28 2.00 1.99 1.97 2.18 2.16 2.13 1.73 1.70 1.68 1.78 1.76 1.43 3.40 3.36 3.32 3.29 3.27 3.25 2.89 2.87 2.62 2.60 2.29 2.27 2.25 2.49 2.46 2.44 1.98 1.94 1.92 2.04 2.02 1.63 3.82 3.78 3.74 3.70 3.67 3.65 3.25 3.23 2.95 2.93 2.57 2.56 2.54 2.80 2.77 2.74 2.22 2.19 2.16 2.29 2.27 1.84 4.25 4.20 4.15 4.11 4.08 4.06 3.61 3.59 3.28 325 2.86 2.84 2.82 3.12 3.08 3.04 2.47 2.43 2.40 - 2.54 2.52 2.04 5.94 5.88 5.81 5.75 5.71 5.68 5.06 5.02 4 59 4 56 4.00 3.98 3.95 - 4.36 4.31 4.26 3.46 3.40 3.36 3.56 3.53 2.86 6.37 6.30 6.23 6.16 6.12 6.09 5.42 5.38 4 92 4.88 4.29 4.26 4.23 4.67 4.62 4.57 3.71 3.64 3.60 3.82 3.78 3.06 8.28 8.19 8.09 8.01 7 96 7.92 7.05 7 00 6.39 6.35 5.58 5.54 5.50 6.07 6.01 5.94 4 82 4.74 4.69 4.96 4.91 3.98 Beams and Girders: M Shapes Monokote Thickness in Inches* ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 11/16 7/8 1 1-1/8 1-1/4 1-3/4 1-7/8 M14X 18 M12X 11.8 M10X 9 M 8X 6.5 M 6X 20 M 6X 4.4 M 5X 18.9 M 4X 13 M360X 27 M 31 OX 17.6 M250X 13.4 M 200X 9.7 M 150X 29.8 6.5 M 130X 28.1 M100X 24.3 2.25 1.87 1.58 1.28 1.66 0.98 1.37 1.09 2.87 2.38 2.01 1.63 2.11 1.25 1.75 1.38 3.27 2.72 2.30 1.87 2.41 1.43 2.00 1.58 3.68 3.06 2.58 2.10 2.71 1.61 2.25 1 "S 4.09 3.40 2.87 2.33 3.01 1 78 2.50 1.97 5.73 4.76 4.02 3.26 4 22 2.50 3.49 2.76 6.14 5.10 4.30 3.50 4.52 2.68 3.74 2.96 ' Thickness shown is that required on the upper beam flange and body of the beam Monokote thickness at the tower beam flange tip is exactly of tfus thickness 2-7/16 7 98 6.63 5 60 4.55 5.88 3.48 4.87 3.85 Beams Board Feet of Monokote per Lineal Foot of Beam (with reduced thicknesses at bottom beam flange) IMPORTANT: Note that board toot Quantities <n me estimating guide nave been calculated oy deducting tne wiotn of me oeam $ top tiange These Quanives d^e' columns Oy that amount This deduction is aopucaote onty wnen me siao above me oeam s flat mat $ ' OO^c ceiluiar me zca'z -cot zuarmes The U-L. F're Resistance Directory states maf Cavities between the upper deem tiange ano me Hoor units >t any snail oe fiec with tne protective material rVhen aec* o^c'-es -vere snai'c* ",e volume to tin mese **utes was reiaweiv small New decks (2' A 3" aeeoi navmg 5 to 9' woe cens reourre significant amounts of material to tilt me *utes This extra amount ot a: ~_s: c? calculated ana added to me Old Beams and Girders: S Shapes Monokote Thickness in Inches ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 11/16 7/8 1 1-1/8 1-1/4 S24X121 106 S24X100 90 80 S20X 96 86 75 66 S18X 70 54.7 S15X 50 42.9 S12X 50 40.8 35 31.8 S10X 35 25.4 S 8X 23 18.4 S 7X 20 15.3 S 6X 17.25 12.5 S 5X 14.75 10 S 4X 9.5 7.7 S 3X 7.5 5.7 S610X180 158 149 134 119 S510X143 128 112 98 S 460X104 81.4 S380X 74 64 S310X 74 60.7 52 47 S250X 52 38 S200X 34 27 S180X 30 22.8 S150X 26 19 S130X 22 15 S100X 14.1 11 S 75X 11 8 4 04 4.03 3.86 3.85 3.85 3.42 3.41 3.27 3.26 3.02 3.00 2.59 2.58 2.20 2.19 2.17 2.16 1.90 1.88 1.56 1.55 1 39 1.38 1.23 1.21 1.06 1.05 0.88 0.88 0.72 0.71 5.14 5.12 4 91 4 90 4.89 4 35 4 34 4.16 4.15 3 84 3.82 3.30 3.29 2 80 2.78 2.76 2.75 2.42 2.40 1.98 1.97 1.77 1.76 1.56 1 54 1 35 1.33 1.13 1. i2 0.92 0.90 5 87 5 86 5 61 5.60 5 59 4 97 4.96 4,76 4.75 4 39 4.37 3.77 3 75 3.20 3.18 3.15 3 15 2.76 2 74 2.27 2.25 2.02 2 01 1.78 1 76 1 54 1.52 1 29 1.28 1 05 1 03 6 61 6 59 6 32 6 31 6 29 5.60 5 58 5 35 5.34 4 93 4.91 4,24 4 22 3 60 3.58 3.55 3.54 3.11 3.08 2.55 2.53 2.28 2.26 2.01 1.98 1.74 1.71 1.45 1 44 1 16 1 16 7 34 7 32 7 02 7 01 6.99 6 22 6.20 5.95 5 93 5 48 5.46 4 71 4 69 4 00 3.98 3 94 3.93 3.45 3 42 2.83 2.82 2.53 2.51 2 23 2.21 1.93 1 90 1.61 i 59 1 31 1 29 04503147 1-3/4 10 28 10 25 9 83 9 81 9 79 8 70 8 68 8 33 8 31 7 68 7 64 6.5S 6 57 5.60 5.57 5 52 5.51 4 83 4 79 397 3.94 3 54 3 51 3 12 3 09 2 70 2.66 2.25 2 23 1 83 1 81 1-7/8 11 01 10 98 10 53 10 51 10 49 9 33 9 30 8.92 8 90 8.22 8.19 7.06 7 04 6.00 5 96 5.91 5.90 5.18 5.14 4.25 4.22 3.80 3 76 3.34 3 31 2 90 2.85 2.41 2 39 1 96 1 94 I 2-7/16 2-1/2 _ 14 31 14 28 i3 69 13 66 13.64 12 12 12.09 11.60 11 57 10 69 10 64 9.18 9 15 7 80 7 75 7 69 7 67 6 73 6 68 5 53 5 49 4 93 4 89 4 35 4 30 3.77 3.71 3 14 3 11 2 55 2 52 14 68 14 64 '4 04 14 01 '3 99 12 43 12.40 11.89 11 87 10 97 10 91 9.42 9 39 8 00 7 95 7 88 7 87 6 91 6 85 5 67 5 63 5 06 5 02 4 46 4 41 3 86 3.80 3 22 3 19 2 62 2 58 Beams and Girders: HP Shapes Monokote Thickness in Inches* ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) 11/16 7/8 1 1-1/8 1-1/4 1-3/4 1-7/8 HP 14X117 102 89 73 HP 13X100 87 73 60 HP12X 84 74 63 53 HP10X 57 42 HP BX 36 HP 360X174 152 132 108 HP 330X149 129 109 87 HP 310X125 110 94 79 HP250X 85 62 HP200X 54 4.05 4.03 4 00 3.98 3.64 3.62 3.60 3.58 3.40 3.39 3.36 3.35 2.81 2.77 2.24 5.15 5.12 5.10 5.06 4 64 4.61 4 58 4,55 4 33 4 31 4 28 4 26 3.57 3 53 2.86 5 89 5 86 5 83 5 79 5 30 5 27 5 24 5 20 4 95 4 92 4 89 4 87 4 08 4 03 3 26 6.62 6 59 6 55 6 51 5 96 5.93 5 89 5 85 5.57 5 54 5 50 5.47 4 59 4.54 3.67 7 36 7 32 7 28 7 24 6 63 6.59 6.54 6.50 6.19 6 15 6 12 6.08 5 10 5.04 4 08 10 30 10 25 10 19 10 13 9 28 9 22 9 16 9 10 8 66 8 62 8 56 8.52 7 14 7 05 5.71 11 04 10 98 10 92 10 85 9 94 9 88 9.82 9.75 9 28 9 23 9 17 9 12 7 65 7 56 6.12 * Thickness shown is that reguired on the upper beam flange end body ot the oeim Mono"ore tmckness at me tower beam tiange tip <s exactly '? of this thickness 20 2-7/16 14 35 14 27 14 20 14 n 12 92 12 84 '2 76 12 68 12 06 12 00 11 93 11 86 9 95 9 83 7.96 2-12 14 72 14 64 14 56 '4 47 13 25 13.17 '3 09 13 00 12 37 12 3' 12 23 12 16 10 20 10 08 8 16 Column Estimating Guide Board Feet of Monokote per Lineal Foot of Column (with reduced thickness at flange tips) 04503148 :r Columns: W Shapes ASTM Designation (in. x Ib./ft.) Metric Designation (mm x kg/m) 3/4 Monokote Thickness in Inches* 15/16 1 1-1/8 1-1/4 1-1/2 1-5/8 2-5/16 W36X300 280 260 245 230 210 194 182 170 160 150 135 W 920X446 417 387 365 342 313 289 271 253 238 223 201 8.43 8.41 8.39 8.37 8.35 7.36 7.34 7.32 7.31 7.29 7.28 7.26 10.54 10.51 10.48 10.46 10.44 9.20 9.17 9.15 9.13 9.12 9.10 9.07 11.24 11.21 11.18 11.16 11.14 9.81 9.78 9.76 9.74 9.72 9.71 9.68 12.64 12.61 12.58 12.55 12.53 11.04 11.01 10.98 10 96 10.94 10.92 10.89 14.05 14.01 13.98 13.95 13.92 12.26 12.23 12.20 12.18 12.15 12.13 12.10 16.86 16.81 16.77 16.74 16.70 14.71 14.67 14.64 14.61 14.58 14.56 14.52 18.26 18.21 18.17 18.13 18.10 15.94 15.90 15.86 15.83 15.80 15.77 15.72 W 33X241 221 201 152 141 130 118 W 840X359 329 299 226 210 193 176 7.96 7.94 7.91 6.87 6.85 6.83 6.82 9.95 9.92 9.89 8.58 8.56 8.54 8.52 10.61 10.58 10.55 9.16 9.13 9 11 9.09 11.94 11.90 11.87 10.30 10.28 10.25 10.22 13.26 13.23 13.19 11.44 11.42 11.39 11.36 15.92 15.87 15.83 13.73 13.70 13.67 13.63 17.24 17.20 17.15 14.88 14.84 14.81 14.77 W 30X211 191 173 132 124 116 108 99 W760X314 284 257 196 185 173 161 147 7.38 7.36 7.34 6.22 6.21 6.20 6.18 6.17 9.23 9.20 9.17 7.78 7.76 7.75 7 73 7.71 9.84 9.81 9.78 8.30 8.28 8.26 8.25 8.23 11.07 11.04 11.00 9.33 9.32 9.30 9.28 9.26 12.30 12.26 12.23 10.37 10.35 10.33 10.31 10.28 14.77 14.72 14.67 12.45 12.42 12.40 12.37 12.34 16.00 15.94 15.90 13.48 13.46 13.43 13.40 13.37 W27X178 161 146 114 102 94 84 W24X162 146 131 117 104 94 84 76 68 62 55 W21X147 132 122 111 101 . 93 83 W 690X265 240 217 170 152 140 125 W610X241 217 195 174 155 140 125 113 101 92 82 W530X219 196 182 165 150 136 123 6.76 6.74 6.72 5.74 5.72 5.71 5.69 6.12 6.10 6.08 6.06 6.04 5.13 5.11 5.10 5.08 4.60 4.59 5.65 5.63 5.61 5.60 5.58 4 62 4.60 8.45 8.42 8.40 7.18 7.15 7.14 7.11 7.65 7.63 7.60 7.57 7.55 6.41 6.39 6.37 6.35 5.75 5.73 7.06 7.04 7.02 6.99 6.98 5.77 5.75 9.01 898 8.96 7.66 7.63 7.61 7.59 8.16 8.13 8.10 8.08 8.05 6.84 6.82 6.80 6.78 6.13 6.11 7.53 7.50 7.48 7.46 7.44 6.16 6.13 10.14 10.10 10.07 8.61 8.58 8 56 8.54 9.18 9.15 9.12 9.09 9.06 7.70 7.67 7.65 7.62 6.90 6.88 8.48 8.44 8.42 8.39 8.37 6.93 6.90 11.26 11.23 11.19 9.57 9.54 9.51 9.49 10.21 10.17 10.13 10.10 10.06 8.55 8.52 8.50 8.47 7.67 7.64 9.42 9.38 9.35 9.33 9.30 7.70 7.66 13.52 13.47 13.43 11.48 11.44 11.42 11.38 12.25 12.20 12.16 12.12 12.08 10.26 10.23 10.20 10.16 9.20 9.17 11.30 11.26 11.23 11.19 11.16 9.24 9.20 14.64 14.60 14.55 12.44 12.40 12.37 12.33 13.27 13.22 13.17 13.12 13.08 11.12 11.08 11.04 11.01 9.97 9.93 12.24 12.19 12.16 12.12 12.09 10.01 9.96 Thickness shown 13 that required on the body of the column. Monokote thicknesses at the column flange tip is exactly /? of this thickness. 25.99 25.92 25.85 25.80 25.75 22.69 22.62 22.58 22.53 22.49 22.44 22.38 24.54 24.47 24.40 21.17 21.12 21.07 21.02 22.76 22.69 22.62 19.19 19.15 19.11 19.07 19.02 20.84 20.77 20.71 17.70 17.64 17 60 17.55 18.88 18.81 18.74 18.68 18.62 15.82 15.76 15.72 15.67 14.18 14.14 17 42 17 35 17.31 17.25 17.21 14.24 14.18 2-1/2 `' 3-1/4 3-5/16 28.09 28.02 27 95 27.90 27.84 24 52 24.46 24.41 24.35 24.31 24.26 24.19 26.53 26.45 26.38 22.89 22.84 22.78 22.72 24.61 24.53 24.45 20.74 20.70 20.66 20 61 20.57 22.53 22.45 22.39 19 14 19.07 19 03 18.97 20 41 20.33 20.26 20.19 20.13 17 10 17 04 16.99 16.94 15.33 15.28 18.84 18.76 18.71 18.65 18.60 15.40 15.33 36 52 36 43 36 34 36.26 36 19 31 88 31 79 . 31.73 31 66 31 60 31 54 31 45 34.49 34 39 34 29 29 75 29 69 29 62 29.54 31 99 31 89 31 79 26.97 26.91 26 86 26 80 26.74 29 29 29 19 29 10 24 88 24 79 24 74 24 66 26 53 26 43 26.34 26.25 26 17 22 24 22 15 22 09 22.02 19 93 19 87 24 49 24 39 24 32 24 25 24 18 20 01 19 93 37 22 37.13 37 03 36.96 36 89 32.50 32 40 32 34 32.27 32.21 32 15 32.05 35 15 35 05 34 95 30.33 30 26 30 19 30 11 32 61 32.50 32 40 27 49 27 43 27 38 27 31 27 25 29 85 29 75 29 66 25 36 25 27 25 2i 25 14 27 04 26 94 26 85 26 75 26 67 22 66 22 58 22 51 22 45 20 32 20 25 24 96 24 86 24 79 24 71 24 65 20 40 20 31 Columns Board Feet of Monokote per Lineal Foot of Column (with reduced thickness at flange tipsj 04503149 Columns W Shapes Monokote Thickness in Inches* ASTM Designation (in. x Ib./tt.) Metric Designation (mm x kg/m) 3/4 15/16 1 M/8 1-1/4 1-1/2 1-5/8 2-5/16 W21X 73 68 62 57 50 44 W18X119 106 97 86 76 71 65 60 55 50 46 40 35 W16X100 89 77 67 57 50 45 40 36 31 26 W14X730 665 605 550 500 455 426 398 370 342 311 283 257 233 211 193 176 159 145 132 120 109 99 90 82 74 68 61 53 48 43 38 W530X109 101 92 85 74 66 W460X177 158 144 128 113 106 97 89 82 74 68 60 52 W 410X149 132 114 100 85 74 67 60 54 46 39 W360X1086 990 900 818 744 677 634 592 551 509 463 421 382 347 314 287 262 237 216 196 179 162 147 134 122 110 101 91 79 72 64 57 4 58 4 57 4 56 4 14 4 12 4 11 4 97 4 95 4.93 4 91 4.90 4 05 4.04 4 03 4 02 4 01 3.65 3 64 3 62 4 53 4 51 4 49 4,47 3.69 3 67 3.66 3.65 3 64 3.28 3 26 6.28 6.20 6.12 6 06 5 99 5.93 5 89 5.86 5.82 5 78 5 74 5 70 5.66 5.63 5.60 5.57 5 55 5 52 5.50 5 30 5.29 5.27 5 25 5 24 4 15 4 13 4 12 4 11 3 63 3.61 3 60 3 35 5 72 5 71 5 70 5 17 5 15 5 13 6.22 6 19 6.17 6.14 6 12 5.07 5.05 5 04 5.02 5 01 4 56 4 55 4.53 5 66 5 64 5 61 5.58 4.61 4 59 4 58 4 56 4 55 4 10 4 08 7 85 7 75 7.66 7 57 7 49 7 42 7.37 7 32 7 27 7 23 7 17 7 13 7 08 7 04 7 00 6 96 6 93 6.90 6 88 6 63 6.61 6 59 6 57 6.55 . 5 19 5 17 5 15 5 13 4 53 4 52 4 50 4 19 6 11 6 09 6.08 5 52 5 50 5 48 6 63 6 60 6 58 6 55 6 53 541 5.39 5 37 5 36 5 34 4 87 4 85 4 83 6 04 6 01 5 98 5 96 4 92 4 90 4 88 4 87 4 85 4 37 4 35 8.37 8 26 8 17 8 07 7 99 7 91 7 86 7 81 7 76 7 71 7 65 7 60 7 55 7 51 7 46 7 43 7 40 7 36 7 33 7 07 7 05 ' 02 7 00 6 99 5 53 5=' . 5 50 5 48 4 84 4 82 4 80 4 47 22 T'C*ness snown <s that reou/reo or me ooav of me co`umn 6 87 6 85 6 84 5.21 6 '8 6 16 7 46 7 43 7 40 7 37 7 35 6 08 6 06 6 04 6 03 6 01 5.48 5 45 5 43 6 80 6 76 6 73 6 70 5 54 5 51 5 49 5 47 5.46 4 92 4 89 9 42 9 30 9 19 9 08 8 99 8 90 8 84 8 79 8 73 8 67 8 61 5 55 8 49 a 44 8 40 8 36 8 32 3 28 8 25 7 96 7 93 '90 7 88 ~ 36 5 23 5 20 5 '3 5 '5 5 44 5 42 5 4Q 5 7 63 7 62 7 59 6 90 6 87 6 85 8 29 8 25 8.22 8 19 8 16 6 76 6 74 6 72 6 70 6 68 6 09 6 06 6 04 7 55 7 52 7 48 7 45 6 15 6.12 6 10 6 08 6 06 5 46 5 44 10.46 10.33 i0 21 10 09 9 99 9 89 9 82 9 75 9 70 9 64 9 56 9 50 9 44 9.38 9 33 9 29 9 25 9 20 9 17 8 84 8 81 8 78 8 76 8 73 6 92 6 89 6 37 6 85 6 04 6 02 6 00 5 59 9 16 9 14 9 ii 8 28 8 24 8 22 9.95 9.90 9 87 9 83 9 79 8 11 8 08 8.06 8 04 8.01 7 30 7 27 7 24 9 06 9 02 8.97 8 93 7 38 7 35 7 32 7 30 7 28 6 55 6.52 12 56 12 40 12.25 12 11 11 98 11 87 1 1 79 11 71 11 64 11 56 1 1 48 1 1 40 11 33 11 26 1119 11 14 11 10 1 1 04 11 00 10 61 10 57 10 54 10 51 10 48 8 30 8 27 8 24 8 22 7 25 7 23 7 20 6 70 9 92 9 90 9 87 8 97 8 93 8 90 10 78 10 73 10 69 10 65 10.61 8 78 8 76 8.73 8 71 8 68 7 91 7.88 7.85 9 82 9 77 9 72 9 68 3 00 7 96 7 93 7 91 7 88 7 10 7 07 13 60 13 43 13 27 13 12 12 98 12 86 12 77 12 69 i2 6i 12 53 12 43 12 35 12 27 12 20 12 i3 12 07 12 02 1 1 96 11 92 1 1 49 1 1 45 ` * 41 11 38 l 1 35 8 99 8 96 8 93 8 90 7 86 7 83 7 80 7 26 14 12 14 09 14 05 12 76 12 71 12 66 15.33 15 26 15 21 15 15 15 10 12 50 12.46 12 43 12.39 12.35 11 26 11 21 11.17 13.97 13.91 13.83 13 77 11 38 11 33 11 29 11 25 11 22 10 10 10 06 19 36 19 11 18 88 18 67 18 47 18 29 18 17 18 06 17 94 17 83 i 7 59 17 58 17 46 17 36 17 26 17 18 17 10 17 03 16 96 16 36 16 30 '6 24 16 20 16 15 12 80 12 75 12 71 12 66 11 18 1 1 14 1111 10 33 ''0 s eta:' , r^ess 2-1/2 3-1/4 ...... 3-5/16 15.26 15 23 15 19 13 80 13 74 13 69 16 58 16 50 16 45 16 38 16 32 13.51 13 47 13 43 13 40 13 36 12.17 12 12 12 07 15 10 15 03 14 96 14.89 12 30 12 25 12 20 12 16 12 13 10 92 10 87 20 93 20 66 20 4i 20 18 19 97 '9 78 19 65 19 52 19 40 19 27 19 13 19 00 18 88 18 76 '8 66 18 57 18 49 18 41 18 34 17 68 17 62 * 7 56 17 51 17 46 13 84 13 78 13 74 13 69 i2 09 12 05 12 01 1117 19 84 19 80 19 75 17 94 17 86 17 80 21 55 21 45 21 38 21 30 21 22 1757 17 51 17 46 17 41 17 36 15 82 15 76 15 69 19.64 19 54 19 44 19.36 15 99 15 92 15 87 15 8i 15 77 14 20 14 13 27 20 26 36 26 54 26 24 25 96 25 71 25 54 25 38 25 22 25 05 24 87 24 70 24 54 24 39 2J 25 24 M 24 04 23 93 23 84 22 99 22 9i 22 83 22 76 22 70 17 99 17 92 17 86 17 80 15 71 15 66 15 61 i4 52 20 23 20 18 20 13 18 28 18 20 18 14 21.96 2i '86 21.79 21 71 21 63 17 91 '7 85 17 80 17 75 17 70 16.13 16.06 16 00 20 01 19 92 19 82 '9 73 16 30 16 23 16.17 16 12 16 07 14 47 14 41 27 73 27 38 27 05 26 74 26 46 25 20 26 03 25 87 25 70 25 53 25 35 25 i8 25 01 24 86 24 72 24 61 24 50 24 39 24 30 23 43 23 35 23 27 23 20 23 14 18 33 18 26 8 20 18 14 16 02 15 96 15 91 *4 30 Columns Board Feet of Monokote per Lineal Foot of Column (with reduced thickness at flange tips) 04503150 Column W Shapes ASTM esignation n. x lb./ft.) Metric Designation (mm x kg/m) Monokote Thickness in Inches* 3/4 15/16 1 1-1/8 1-1/4 1-1/2 1-5/8 2-5/16 W14X 34 30 26 22 W12X336 305 279 252 230 210 190 170 152 136 120 106 96 87 79 72 65 58 53 50 45 40 35 30 26 22 19 16 14 W10X112 100 88 77 68 60 54 49 45 39 33 30 26 22 19 17 15 12 W360X 51 45 39 33 W310X500 454 416 375 343 313 283 253 226 202 179 158 143 129 118 107 97 86 79 74 67 60 52 45 39 33 28 24 21 W250X167 149 131 115 101 89 80 73 67 58 49 45 39 33 28 25 22 18 3.34 3.33 2.91 2.90 4 86 4 81 4.77 4.72 4 69 4.65 4.62 4.58 4.55 4.52 4.49 4.47 4.45 4.43 4.42 4 40 4.39 3.90 3.89 3.42 3.41 3.39 3.10 3.09 3.07 2.46 2.45 2.44 2.43 3.77 3.75 3.72 3.70 3 68 3.66 3.65 3.63 3.15 3.13 3.12 2.66 2.65 2.63 2.20 2.20 2.19 2 17 4.18 4 16 3.64 3.62 6.07 6.01 5.96 5.90 5.86 5.81 5.77 5.73 5.69 5.65 5.62 5.58 5.56 5.54 5.52 5.50 5.49 4 88 4 86 4.27 4.26 4.24 3.88 3 86 3.84 3.08 3.06 3.04 3.04 4 72 4.68 4.65 4.62 4 60 4 58 4.56 4.54 3.93 3.91 3.89 3.33 3.31 3.29 2.76 2.74 2.73 2.72 4 45 4.44 3.88 3.86 6.48 6.41 6.36 6 30 6.25 620 6.15 6.11 6.07 6.03 5.99 5.95 5.93 5 91 5.89 5.87 5.85 5.20 5.19 4.56 4.54 4 52 4.13 4.11 4.10 3.28 3.26 3.25 3.24 5.03 5 00 4.96 4.93 4,90 4 88 4 86 4 85 4.20 4.17 4 15 3 55 3.53 3.51 2.94 2.93 2.91 2.90 5.01 5.00 4.37 4.35 7.29 7 21 7.15 7.08 7.03 6 98 6.92 6.87 6.82 6.78 6.74 6.70 6.67 6.65 6.63 6.61 6.59 5.85 584 5.13 5.11 5.09 4.65 4.63 4 61 3 69 367 3.65 3 64 5.66 5.62 5.58 5 55 5 52 5 49 5.47 5.45 4 72 4.70 4.67 3 99 3.97 3.95 3.31 3.29 3.28 3 26 5.57 5 55 4 85 4.83 8 10 8.01 7.94 7.87 7.81 7 75 7.69 7.64 7 58 7.54 7.49 7.44 7 41 7.39 7.36 7.34 7.32 6.50 6.49 5 70 5.68 5.65 5.17 5.14 5.12 4.10 4.08 4.06 4 05 6.29 6.25 6 20 6 15 6.13 6.10 6 08 606 5.24 5.22 5.19 4 43 4 41 4.39 3 67 3.66 3 64 3.62 6.68 6.66 5.82 5.79 9.71 9.61 9 53 9.44 9.37 9.30 9.23 9.16 9.10 9.04 8.99 8.93 8.89 8.86 8.83 8.81 8.78 7.80 7 78 6 84 6 81 6 79 6.20 6 17 6.15 4 92 4 90 4,87 4 86 7.55 7 50 7 44 7 39 7 36 7 32 7 29 7 27 6.29 6 26 6 23 5.32 5.29 5.27 4 41 4 39 4 37 4 35 7.24 7 22 6 31 6.28 10.52 10 42 10.33 10.23 10.15 10.08 10.00 9.93 9.86 9.80 9.74 9.68 9.64 9.60 9.57 9.54 9.51 8.45 8.43 7 40 7.38 7.35 6.72 6 68 6.66 5.33 5 30 5.28 5.26 8.18 8 12 8 06 8.01 7 97 7 93 7.90 7 88 6 82 6.78 6.75 5.76 5 73 5 71 4 78 4 76 4.74 4 71 10.30 10 27 8 97 8.93 14.98 14 82 14.70 14.56 14.45 14.34 14.23 14.13 14 03 13.94 1385 13.77 13.71 13.66 13.62 13.58 13.54 12.03 12 00 10.54 10.50 10 46 9 56 9.51 9.48 7 59 7.55 7 51 7 49 11 63 11 55 11 48 11 40 11 34 11 28 11.24 11 21 9 70 9.65 9 61 8 20 8 16 8.12 6.80 6 77 6 74 6.70 W 8X 67 58 48 40 35 31 28 24 21 18 15 W200X100 86 71 59 52 46 42 36 31 27 22 3.01 2.98 2.95 2.93 2.92 2.91 2.55 2.53 2.27 2.26 1.95 3 76 3.73 3.69 3.67 3.65 364 3.18 3.17 2.84 2.83 2.43 4.01 3.98 3 94 3.91 3 89 3.88 3.40 3.38 3.03 3.01 2 60 4.51 4.48 4 43 4 40 4 38 4.36 3.82 3 80 3.41 3.39 2.92 5.01 4.97 4.92 4 89 4.87 4.85 4 25 4.22 3.79 3.77 3.25 6.01 5.97 5 91 5.87 5.84 5.82 5.10 5 07 4.54 4.52 3.90 6 51 6 46 6 40 6.36 6.33 6.30 5.52 5.49 4 92 4 90 4 22 9 27 9.20 9.11 9.05 9 00 8.97 7 85 7 81 7 00 6.97 6 00 * Thickness shown is that reouired on the ooay of the column Monokote thicknesses a' the column flange no >s exactly ot this thickness 2-1/2 1 1 14 11 10 9 70 9.66 16 19 16 02 15.89 15 74 15.62 15 50 15.39 15 27 15 17 15.07 14,98 14 89 14 82 14 77 14.72 14 68 14 64 13.00 12.97 11.39 11.35 11.31 10.33 10.28 10.25 8.20 8 16 8.12 8 09 12 58 12 49 12 41 12 32 12 26 12 20 12 15 12 12 10.49 10 44 10 39 8 87 8 82 8 78 7.35 7,32 7 29 7 25 10 02 9 95 9 85 9.78 9 73 9 70 8 49 8 45 7 57 7 53 6 49 3-1/4 3-5/If 14 48 14 43 12 61 12.55 21 05 20 83 20.65 20 46 20.30 20 16 20 00 19 85 19 72 19 59 19 47 19 35 19.27 19 20 19 )4 19 08 19.03 16 91 16 86 14 81 14 76 14 70 13 43 13 37 13 32 10 66 10 61 10 55 10 52 16 35 16 24 '6 13 16 02 15 94 15 86 15 80 1 5 75 13.63 13 57 13 50 11.53 1 1 47 1141 9 55 9 51 9 47 9 42 13 03 12 93 12 80 12 71 12 65 12 60 1 1 04 10 98 9 84 9 79 8 44 14 7; 14 7- 12 8c 12 79 21 49 21 23 21.05 20 35 20 69 20 54 20 39 20.23 20.10 19 97 ' 19 84 19 73 19 64 19 57 19 51 19 45 19.39 17.23 17 19 15 09 15 04 14.98 13 69 13 63 13 58 10 87 10 81 10 76 10 72 16 66 16 55 16 44 '6 33 16 24 16 17 16 10 16 05 13 90 13 83 13 76 1 1 75 11 69 11 63 9 74 9 69 9 66 9 60 13 28 13 18 13 05 12.96 12 89 12 85 11 25 11 19 10 03 9.98 8 60 Columns Board Feet of Monokote per Lineal Foot of Column. (with reduced thickness at flanga tips) 04903151 Columns W Shapes ASTM Designation (in. x lb./ft.) Metric Designation (mm x kg/m) W 8X 13 10 W 5X 25 20 15 16 12 9 W 5X 19 16 W 4X 13 W200X 22 19 W150X 37 30 24 22 18 9 W130X 28 24 W100X 19 3/4 1.94 1.92 2.22 2.20 2.18 1.71 1.69 1.67 1.81 1.80 1.46 Monokote Thickness in Inches* 15/16 1 1-1/8 1-1/4 1-1/2 2.42 2.41 2.78 2.75 2.73 2.14 2.11 2.09 2.27 2.25 1.82 2.58 2.57 2.96 2.94 2.91 2.28 2.25 2.23 2.42 2.40 1 94 2.91 2.89 3.33 3.30 3.28 2.56 2.54 2.51 2.72 2.70 2.19 3.23 3.21 3.70 3.67 3.64 2.85 2.82 2.79 3.02 3.00 2.43 3.88 3.85 4.44 4 40 4 37 3.42 3.38 3.35 3.63 3.60 2.91 1-5/8 2-5/16 4.20 4.17 4 81 4 77 4.73 3.70 3.66 3.63 3.93 3.90 3.16 5.98 5.93 6.85 6.79 6.74 5.27 5.21 5.16 5 59 5.55 4 49 2-1/2 6 46 6.41 7 40 7.34 7 28 5 70 5.63 5.58 6.05 6.00 4.86 3-1/4 3-5/16 8 40 8.34 9 62 9 54 9 47 7 41 7.32 7 26 7 86 7 81 6 31 8.56 8.50 9 81 9 72 9 65 7 55 7 46 7 40 8 01 7.96 6 43 Columns M Shapes ASTM Designation (in. x Ib./ft.) Metric Designation (mm x kg/m) M14X 18 M12X 11.8 M10X 9 M 8X 6.5 M 6X 20 M 6X 4.4 M 5X 18.9 M 4X 13 M360X 25.6 M 31 OX 17.6 M250X 43.3 M200X 56.1 M 150X 29.8 6.5 M 130X 28.1 19 3/4 2.69 2.22 1.88 1.53 2.16 1.18 1.78 1.41 Monokote Thickness in Inches* 15/16 1 1-1/8 1-1/4 1-1/2 3.36 2.77 2.35 1.91 2.69 1.47 2.23 1.76 3.59 2.95 2.50 2.04 2.87 1.57 2.38 1.88 4.03 3.32 2.82 2.29 3.23 1.76 2.68 2.11 4.48 3.69 3.13 2.55 3.59 1.96 2.97 2.34 5.38 4.43 3.75 3.06 4.31 2.35 3.57 2.81 1-5/8 2-5/16 5.83 4.80 4.07 3.31 4.67 2.55 3.87 3 05 8.29 6 83 5.79 4.72 6.65 3.62 5.50 4.34 2-1/2 8.96 7.39 6.26 5.10 7.19 3.92 5.95 4 69 3-1/4 3-5/16 11 65 9.60 8.13 663 9 34 5.09 7 73 6.10 li 88 9 79 a 29 6 76 9 52 5 19 7 88 62, Columns S Shapes Monokote Thickness in Inches* ASTM Metric Designation Designation 3/4 15/16 (in. x Ib./ft.) (mm x kg/m) 1 1-1/8 1-1/4 1-1/2 1-5/8 2-5/16 S24X121 106 100 90 80 S20X 96 86 75 66 S18X 70 54.7 S15X 50 42.9 S610X180 158 149 134 119 S510X143 128 112 98 S460X104 81.4 S380X 74 64 4.84 482 4.61 4.59 4.58 4.12 4.11 3.92 3.90 3.64 3.61 3.14 3.12 6.05 6.02 5.76 5.74 5.72 5.15 5.13 4.90 4.88 4.55 4.51 3.92 3.90 6.45 6.42 6.15 6.13 6.11 5.50 5.47 5.22 5 20 4.85 4.81 4.18 4 16 7.26 7 22 6.91 6.89 6.87 6.18 6.16 5.88 5.85 5.46 5.41 4.71 4.68 8.06 8.03 7 68 7.66 7.63 6.87 6.84 6.53 6.50 6.06 6.01 5.23 5.20 9 68 9.63 9.22 9 19 9 16 8.25 8.21 7.84 7.80 7.28 7.21 6.28 6.24 10 48 10.44 9.99 9.95 9 92 8.93 8.89 8 49 8 45 7.88 7.81 6.80 6.76 * Thickness shown u that reqwreO on the OotSy of the column. Monokote thicknesses at the column flange tip is exactly of this thickness 14.92 14.85 14 21 14 17 14 12 12.71 12.66 12.08 12.03 11 22 11.12 9.68 9.62 2-1/2 3-1.4 3-5/16 16 13 16.05 15.36 15.31 15 26 20 97 20 87 19 97 i9 9i 19 84 13 74 13 68 13.06 13.00 17 86 17 '9 16 98 16 9i 12.13 12.02 15 76 15 63 10.46 10 40 13 60 13 52 _______ 2' 37 2i 27 20 36 20 29 23 22 8 2' 6 13 ' 30 '7 23 6 97 '5 93 i3 86 '3 78 24 Columns Board Feet of MonoKme per Lineal Foot of Column (with reduced thickness at flange tips) 04503152 Columns S Shapes ASTM Designation (in. x Ib./ft.) Metric Designation (mm x kg/m) 3/4 51JX SO 40.8 35 31.8 S10X 35 25.4 S 8X 23 18.4 S 7X 20 15.3 S 6X 17.25 12.5 S 5X 14.75 10 S 4X 9.5 7.7 S 3X 7.5 5.7 S310X 74 60.7 52 47 S250X 52 38 S200X 34 27 S180X 30 22.8 S150X 26 19 S130X 22 15 S100X 14.1 11 S 75X 11 8 2.70 2.67 2.65 2.64 2.35 2.32 1.93 1.91 1.73 1.71 1.54 1.51 1.34 1.31 1.12 1.11 "0.93 0.90 Monokote Thickness in Inches* 15/16 1 1-1/8 1-1/4 1-1/2 3.38 3.34 3.31 3.30 2.94 2.89 2.42 2.39 2.17 2.14 1.92 1.89 1.68 1.64 1.40 1.38 1.16 1.13 3.60 3.56 3.53 3.52 3.13 3.09 2.58 2.55 2.31 2.28 2.05 2.01 1.79 1.74 1.50 1.47 1.23 1.20 4 05 4.01 3.97 3.96 3.53 3.47 2.90 2.87 2.60 2.57 2.31 2.26 2.02 1.96 1.68 1.66 1.39 1.36 4.50 4.45 4.41 4.40 3.92 3.86 3.22 3.19 2.89 2.85 2.56 2.52 2.24 2.18 1.87 1.84 1.54 1.51 5.40 5.35 5.30 5.28 4.70 4.63 3.87 3.83 3.47 3.42 3.08 3.02 2.69 2.62 2.24 2.21 1.85 1.81 1-5/8 2-5/16 5.85 5.79 5.74 5.72 5.09 5.02 4.19 4.15 3 76 3.71 3.33 3.27 2.91 2.84 2.43 2.39 2.01 1.96 8.33 8.24 8.16 8.13 7.25 7.14 5.96 5.90 5.35 5.27 4.74 4.65 4.14 4.03 3.46 3.41 2.86 2.79 2-1/2 3-1/4 3-5/16 9.00 8.91 8.83 8.79 7.83 7.72 6.45 6.38 5.78 5.70 5.13 5.03 4 48 4.36 3.74 3.68 3.09 3.01 11.70 11.58 11.47 11.43 10.18 10.03 8.38 8.29 7.52 7.41 6.67 6.54 5.82 5.67 4.86 4.79 4.01 3.92 11 93 11.81 11.70 11.65 10.38 10.22 8.54 8.45 7.66 7.55 6.79 6.67 5.93 5.78 4.95 4.88 4.09 3.99 Columns HP Shapes ASTM Designation (in. x Ib./ft.) Metric Designation (mm x kg/m) 3/4 Monokote Thickness in Inches* 15/16 1 1-1/8 1-1/4 1-1/2 1-5/8 2-5/16 HP 14X117 102 89 73 HP 13X100 87 73 60 . HP 12X 84 74 63 53 HP10X 57 42 HP 8X 36 HP 360X174 152 132 108 HP 330X149 129 109 87 HP 310X125 110 94 79 HP250X 85 62 HP200X 54 5.30 5.27 5.25 5.22 4.75 4.73 4.70 4.68 4.44 4.42 4.39 4.37 3.66 3.63 2.93 6.62 6.59 6.56 6.53 5.94 5.91 5.88 5.85 5.55 5.52 5.49 5.47 4.58 4.53 3.66 7.06 7.03 7.00 6.96 6.34 6.30 6.27 6.24 5.92 5.89 5.86 5.83 4.88 4.84 3.91 7.94 7.91 7.87 7.83 7.13 7.09 7.06 7.02 6.66 6.63 6.59 6.56 5.50 544 4.39 8.83 8.79 8.75 8.70 7.92 7.88 7.84 7.80 7.40 7.36 7.33 7.29 6.11 6.04 4.88 10.59 10.54 10.50 10.44 9.51 9.46 9.41 9.36 8.87 8.84 8.79 8.75 7.33 7.25 5.86 11.48 11 42 11.37 11.31 10.30 10.25 10.19 10.13 9 61 9.57 9.52 9 48 7.94 7.86 6.35 Thickness shown is that required on the body of the column Monokote thicknesses at the column flange tip is exactly '/? of this thickness 16.33 16.25 16.18 16.10 14.66 14.58 14 50 14.42 13.68 13.62 13.55 13.49 11.30 11.18 9.03 2-1/2 17.65 17.57 17.50 17.40 15.85 15.76 15.68 15.59 14.79 14.73 14.65 14.58 12.21 12.09 9.77 3-1/4 3-5/16 22.95 22.84 22.74 22.63 20.60 20.49 20.38 20.27 19.23 19.15 19.05 18.96 15.88 15.72 12.70 23.39 23.28 23.18 23.06 21.00 20.89 20.77 20.66 19.60 19.51 19.41 19.32 16.18 16.02 12.94 Suggested terms and conditions for Monokote Fireproofing proposals 04503153 1. We propose to meet the hourly fire resistive re quirements of the plans and specifications only. The applicability of these documents to laws, statutes, building codes and regulations are not the responsibility of this contractor. 2. Surfaces to receive fireproofing shall be free from any substance that would impair adhesion. 3. The general contractor will make available a permanent location for our mixing and pump ing station for the duration of our activity. This site must: a. Be convenient to the structure to be fireproofed. b. Be able to accommodate (including access routes) truckload deliveries of material. c. Have ample space for trailer parking, material, and equipment storage. d. Be well drained, and e. Have a convenient and constant water source with adequate pressure to maintain job schedule (minimum requirement: 15 gal lons per minute per machine). 4. General contractor to furnish all necessary light, power, heat, water and temporary enclo sures where required, without charge. 5. Within the building, we require free and clear ingress/egress for movable scaffolds from the floor line to the area to be fireproofed. No in stallation that would restrict movement of our scaffolds, personnel or equipment or limit our uninterrupted application of fireproofing mate rials will be permitted. Clutter, debris and/or items stored on the floor must be located where they will not interfere with said applica tion. Protection of these items is not the re sponsibility of this contractor. 6. All patching and repairing of fireproofing due to damage (intentional or unintentional) by others shall be paid for by the general contractor. 7. After completion of the fireproofing work, equipment shall be removed and all exposed wall and floor areas shall be left in a broomclean condition. We shall deposit debris either in the trash chute provided by the general con tractor or outside the building (if single story) for removal by others. 8. General contractor to furnish adequate hoisting facilities including fuel and operator without charge. 9. The cost of performance and payment bond has not been included. If required, add prem ium cost to contract price. 10. No backcharges to our contract will be ac cepted unless previously agreed to by both parties in writing. 11. No penalties will be accepted for delays caused by labor walk-outs, inability to secure men or materials, or damage from acts of God. 12. We shall not be required to start work until me job is sufficiently ready for us to proceed m a continuous operation without any undue inter ference or delay from other crafts. 13. This proposal shall be subject to change un less accepted within thirty (30) days from date of general contract award. Monokote Cost Estimate 4i>V3lr,4 job:Location: General Contractor: __________ _________________________ I. Rating required: A Deck hrs. p Reams hrs. r. Girders hrs. n Gnlumns hrs. Architect: U.L. design no. U.L. design no. U.L. design no. U.L. design no. II. Board footage required: A. Deck area (sf)x bd. ft. mk./sq. ft. deck area (see table) = board feet B. Beams & Girders (If)x bd. ft. mk./l. ft. of beam (see table) = board feet C. Columns (If)x bd. ft. mk./l. ft. of column (see table) = board feet D. Board footage required (A + B + C) - 30 board feet/bag = bags required__________________ E. Bags Required+ waste= total bags III. Material Costs: A. Total bagsx cost/bag $= material cost (f o.b.) $ B. Material cost (f.o.b.) $x sales tax3 o = tax $ C. Freight to job site = $ D. Total material cost (A + B + C) = $ _______________________________________________________ IV. Application Days*: A. #_machines xbags/day/machme = bags/day B. Totafbags^ bags/day= application days continued V. Labor Costs: A4 R4 C. # sorav men x $ mixer men x $ laborers x S dav = S dav = S dav = $ D $ Labor/day required (A + B + C) xapplication days = Total labor costs S_ VI. Incidental Costs: 04503ir laoordav laoor.'aav labor/dav A. Scaffolds = $ ___________________________________ B. Tarpaulins = $____ C. Trailer rental (when required) = $ ___________________________________ D. Temporary heating (when required) = $ _____________________________ E. Other = $ _______ ______________________________ F Total incidental costs (A + B-t-C + D + E)= $ ____________________ VII. Summary: A. Total material cost = $ B. Total labor cost = $ C. Total incidental cost = $ D. Total application cost (A + B + C) = $________________________________ E. Total application cost $x profit/overhean___________________________ Total bid price $ 'Application days includes estimates for: Set-up and dismantle Clean-up Equipment relocation Downtime We nope the information given nere will be helpful It is based on our best Knowledge, and we believe >t to be true and accurate Please -ea; a statements, recommendations or suggestions herein m coniunction with our conditions of sale which apply to all goods Supplied b us .\e ass..-- no responsibility for the use of these statements, recommendations, or suggestions, nor do we intend tnem as a recommendation *cr any ,,se *": would infringe any patent or copyright. 28 Metric Conversion Table English to Metric Units 04503156 Inches (in.) x 0.025 = meters (m) Inches (in.) x 2.54 = centimeters (cm) Inches (in.) x 25.40 = millimeters (mm) Square Inches (in.2)x 6.52 = square centimeters (cm2) Square Inches (in.2)x 645.16 = square millimeters (mm2) Cubic Inches (in.3)x 16.39 = cubic centimeters (cm3) Pounds/square inch (lbs./in.2) x 0.07 = kilograms/square centimeter (kg/cm2) Feet (ft.) x .304 = meters (m) Feet (ft.) x 30.48 = centimeters (cm) Feet (ft.) x 304.8 = millimeters (mm) Square Feet (ft.2) x 0.093 = square meters (m2) Cubic Feet (ft.3) x 0.028 = cubic meters (m3) Cubic Feet (ft.3) x 28317 = cubic centimeters (cm3) Pounds/square foot (lb./ft.2)x 4.88 = kilograms/square meter (kg./m2) Pounds/cubic foot (lb./ft.3) x 16.02 = kilograms/cubic meters (kg./m3) Yards (yd.) x 0.914 = meters (m) Square Yards (yd.2) x 0.836 = square meters (m2) Cubic Yards (yd.3) x 0.765 = cubic meters (m3) Gallons, U.S. (Gal.) x 0.833 = Gallons, British Imperial (Gal.) Gallons, U.S. (Gal.) x 3.79 = Liters (L) Pounds (lbs.) x 453.59 = grams (gm) Pounds (lbs.) x 0.454 = kilograms (kg) Monokote fireproofing is estimated on a board foot per unit basis (30 board feet per bag). A board foot represents one square foot, one inch thick or v,2th of a cubic foot (ft.3). The metric unit that replaces the board foot is the cubic meter (m3). Underwriter's Laboratories Fire Resistance Directory 0450315*7 1983 Revision* I Monokote Cementitous Mixture Design No Page flaring (Hoursi BEAM OR JOIST ONLY N4C* \4C4 \ 706 N~08 N732 S7Ct 5~02 X527 x70i X7C4 X722 X 723 X75' X 752 J94 395' 402 4'' 568 569 -06 715 715 7-9 7*9 -33 734 4 3 ' : 2 3 44 ' ; 2 5 54 1 ' ; 243 2 344 ' : 2 344 2 344 12 4 3 2 344 .42 ' ;42 FLOOR ASSEMBLY A702 3-03 3704 3705 3706 3708 3709 37t0 37m 3712 37'5 3716 3722 3723 3725 0726 3727 0728 3729 3730 3739 3740 3742 3743 3745 3905 3907 3909 39-6 3917 o 701 ' G702 J 701 J~C4 j"05 41 92 83 87 87 38 89 9i 92 92 93 97 97 98 02 i03 *03 104 105 i05 06 109 112 2 13 1 '6 6* 52 164 69 70 286 287 295 296 297 3 3 243 2 2 2 3 3 2 2 2 3 2 :42 2 2 2 2 4 2 2 : 42 2 243 ".'42 2 2 ^ ' ; 243 : 243 3 `; 24 3 2 2 344 2 344 ROOF ASSEMBLY P6~5 =5"5 3-0t P7Q3 P708 = 709 P"i0 P7; t =90' P9C2 P907 =908 =9'9 =920 =9 2' =923 5:0 5'8 520 52i 523 525 525 526 540 541 547 548 56i 562 564 566 ;42 * j 42 2 ' j 4 2 42 1 ; 42 ' : 42 42 : 42 4' 2 ' '-42 . 4< Cementitous Mixture--Zcnoiite ^ D Design No. Page Rating (Hours) N720 S70* X738 409 2 3$- 568 & ' 726 2 3 4 4 '7>r/s F>re Resistance Oirecrory is a complete 'isfing of Vfcno*cfe c 'ec'oo1 a~ 30 WALL i PARTITION Masonry Insulation Design No Page Rating {Hoursi "'Co' aa* a ~e" l/'5scr". "s^at'O'' .i?; i sraces a^e ' e- Vermiculite Concrete--Zonolite Root Decxs Design No Page Rating {Hoursi ROOF ASSEMBLY =2*4 =2 5 =2*6 c>22'' P~2l< =246= 4Q4 =409 0* =509 ` =5 1 = 708' agio=9 ' 2 =9C5 ` P908 9`0` =9'3' =9'6` P9"9=92 *' =922 440 443 445 465 401 46' 496 499 5CC 5` ' 54 523 534 53545 548 55' 555 558 56i 564 565 -can' co'o.e -se c ''SWOer'* wall & PARTITION Vermicuftte Concrete Oeugn No Page Rating {Hoursi J2Z2 336 err Design No Page Rating .hou'S' FLOOR ASSEMBLY WALL A PARTITION ROOF ASSEMBLY -408 =9'9 Notes: 04503158 ft Zonolite' Sales Offices 04f53159 ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO FLORIDA " ORANGE COUNTY SANTA ANA san fpanC'SCC Oakland -ACKSONVLLE -OVPANQ BEACH GEORGIA ILLINOIS KENTUCKY LOUISIANA MARYLAND MASSACHUSETTS 'AINTER PARK ZELLWOOD CHICAGO W CHICAGO BOSTON . MICHIGAN MINNESOTA MISSOURI NEBRASKA NEW JERSEY NEW YORK NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA BOSTON - SPRINGFIELD, WORCESTER SYRACUSE NEW YORK CITY PITTSBURGH . . PHILADELPHIA................................. TENNESSEE WASHINGTON WISCONSIN nC'- j SAN ANTONIO . 2601 Commerce Blva . ironaa'e 35210 4220 West Glenrosa. PO Bo* 14279 Phoenix 85063 . PO. Bo* 294 Norm Little Roc* 72115 9430 Ravo Avenge South Gate 90280 2500 SclIp 5lreA! DC Box 2502 Santa a^ ~-277~ . Sn.fi ^. -a - _f ' D - : i 0'^ Ne-var- 9-2560 5 'avaic :'Z22 530 E Agams St. J3C-5C-. e 32202 "200 N \ "**c-<airi - :'!'^'r-ano Beac^ 377*-" 225 .Vest Canton Ave . Su-te "CLW.nter Parv 32733 PO Bex "59 ZeHwood 32798 6300 Button Gwinnett Drive. At'aeta 30362 1580 N W Hwy Park Ridge 50068 Fenton mcustnai ParK. 603 Fenton Ln . W Chicago 60185 ii2 North St Wilder 41071 PO Box 1C245 Jefferson 70181 . 12340 Conway Rd Beitsvme 20705 62 Whittemore Avenue. Campridge 02140 Wemeico Wav. Eastnampton 01027 14300 He^n Avenue. Dearocn 40126 1720 Madison St N E . Minneapolis 55413 1705 Sulphur Avenue. St Louis 63110 3520 T Street. Omaha 68107 1215 Livingston Avenue. North Brunswick 08902 PO 0C. 310. Weedsport 13:66 iZ/S w :s:on Avenue, Ncrf Brunswic*. Nj 08302 PO Bo* 13C8. Hign Point 27261 112 Nortn St. Wilder KY 41071 PO Box 11402. Oklanoma City 73136 2303 N Harding St Portland 97227 ............................... 202 E. Cherry St.. PO Bo* 2207 New Castle 16102 .. 1215 Livin-.-s:on Avenue. North Brunswick. NJ 08902 . Fatlsmgton industrial Park. 9 Headley Place 19054 4261 oweil Avenue Nasnv 'e 37204 PC '353 -- r:* -icustc' 008 PO 3cx > *4 San Anronic "3204 102 C 5' c .V PO Box A Au0urn98C'2 900 North 43rd SL. Milwaukee 53208 205; 956-954. 16021 272-666} I5CI i 945-167: -2'?- 567-7764 304. ;55-64?' 5"5 (305: 629-5857 <3C5 399-382: (404i 448-5880 i312: 694-3144 13121 231-8660 i606i29--350C ;504i 733-2934 301 i 953-2363 i617, 376-MOO (413) 52--'890 ; 3 * 3 ` 346-1010 (612) 739-8845 (3141 645-8780 1402) 731-3662 (201) 828-5100 ;315> 934-6671 :2Cii628-51CC t919l 386-4807 (606) 291-3500 - 1405) 232-2133 1503} 288-5195 '412)654-7721 (412) 654-7724 <2011828-5100 12151 736-2631 615- 298-3355 713, 564-2657 .5121 222-5731 (206j 352-5725 1414) 344-6667 Ccncac ONTARIO ALBERTA BRITISH COLUMBIA MANITOBA QUEBEC MARITIMES Zonolite Processing Distributors LjNTANA .. NEW MEXICO TEXAS CANADA 294 _ --enrs Read West A,axLiS3C6 5830 Burbank Road S Caigary T2H 'Z3 14810-123 *d Avenue. Edmonton T5L 2^5 476 Indus" Ave . Vancouver V6A 2P3 1140 Pac r c Avenue. Winnipeg R3E `Go 255 Lai eur Avenue. La Sai'e "-SR 3H4 Burns ce '-custrial Park. i Raacs 1 Dartmoum \ S 533 "L-J R-p.-o. su'ation Co , PC 3c<:-'9 '2r .. Nortn & R.ver Dr. Greal Falls 59403 SOLICO Southwest Vermicuiite Co.. 51t9 Edith. N E. (Bo* 6287). AiBuqueraue 87197 :c : -= :>C25 : "otstcn "3 ..... ier~0',' - ' r :< 9' -:J South 5: --- - _ '. 5-;nc Co L;a 255' Sere De L ess* '-'or-'eai H4N 2M3 =Q ,416' 633-5561 ' '4031253-1013 (403i 454-A511 6C4. 669-4642 2C4 -96-5681 5i4 366-3362 .902: 469-6453 i406i 453-1291 <505. 345- '533 334-431 -- iz ail s' -:*-cec `or an. 'eccnT-'ra or s-ccr : *vi:ci *o. c - -geo".:,--' - g.^ - * .v cn -;r: : :c -.--coi't-.- c. _s So 4 --r ~:o---?-:i 1 o* .-. * ' :-?S3o S3 .'. - 4,c- .- (j-g-::- v.ssj:'