GLOBAL LVL HEADERS, BEAMS AND COLUMNS. 2.0E-3300Fb User guide. lvlglobal.com

GLOBAL LVL HEADERS, BEAMS COLUMNS 2.0E-3300Fb User guide lvlglobal.com

Global LVL, the product of choice for all of your residential, commercial and industrial construction applications. GLOBAL Laminated Veneer Lumber (LVL) 2.0E-3300Fb is manufactured from specially selected Aspen and Birch veneers. State-of-the-art manufacturing technology, coupled with a rigid quality control program, assures a precise veneer lay-up and provides for proper distribution of the natural characteristics in wood, further assurance of GLOBAL LVL structural integrity. ADVANTAGES An alternate product to large sawn beams, steel beams and long-span trusses; Great stability; Nails easily; Standard thickness: 1 3/4 "; Glues easily with Standard lengths, ' through 60'. In billets minimum preparation; or specified widths. Precision end trimmed lengths available; High load capacity; Assured structural properties exceeding most solid lumber stress values, for precise design and improved applications; Easily worked with conventional tools; Always edge sealed and paper-wrapped for storage, unless mentioned; Long spans; Appearance (visual application); Easy handling, lightweight; Product guarantee; Full technical support. Page 2

ALL TABLES IN THIS DOCUMENT 1- THE ALLOWABLE STRESS DESIGN VALUES GLOBAL LVL ARE IN COMPLIANCE WITH THE ANSI / AF&PA NDS-05 NIONAL DESIGN SPECIFICION (NDS) WOOD CONSTRUCTION THE ALLOWABLE STRESS DESIGN (ASD) MANUAL ENGINEERED WOOD CONSTRUCTION 05 EDITION; 2- GLOBAL LVL SHALL BE USED IN DRY SERVICE CONDITIONS ONLY (C M = 1,0), WHERE THE AVERAGE EQUILIBRIUM MOISTURE CONTENT IS LESS THAN PERCENT; 3- ALL TABULED VALUES ARE BASED ON A TEMPERURE FACTOR (C t = 1,0); 4- CONTACT GLOBAL LVL INC. PRIOR TO PRESERVIVE OR FIRE-RETARDANT TREMENT. UNAUTHORIZED TREMENT MAY VOID ALL WARRANTIES; 5- DO NOT DRILL, NOTCH, CUT OR ALTER GLOBAL LVL EXCEPT AS APPROVED BY LVL GLOBAL INC. IN WRITING; 6- WHEN GLOBAL LVL BEAMS ARE USED AS FLOOR JOISTS, THEY SHALL BE DESIGNED TO MEET RECOMMENDED DEFLECTION VIBRION CRITERIA; 7- UNLESS OTHERWISE INDICED, TABLES ARE BASED ON "TRUE" MODULUS OF ELASTICITY E = 2.0 x 6 PSI (SHEAR-FREE); - DESIGNER MUST USE THE "APPARENT" MODULUS OF ELASTICITY E = 1.9 x 6 PSI OTHER CONDITIONS OF LOADING; 9- CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER USES, APLICIONS OR USES IN WET SERVICE CONDITIONS. DESIGN PROPERTIES (JOIST/BEAM) Width (b) (in): 1-3/4 Depth (d) (in) 5½ 7¼ 9¼ 9½ 11¼ 11⅞ 22 24 Moment (lb-ft) (1) 2 727 4 547 7 136 7 496 250 11 32 15 361 19 666 24 453 29 7 35 446 41 637 Shear (lb) 1 60 2 452 3 9 3 2 3 06 4 017 4 736 5 413 6 090 6 766 7 443 1 Moment of inertia (in 4 ) 24 56 115 5 244 400 597 51 17 1553 Area (po 2 ) 9,6,7,2,6 19,7, 24,5 2,0 31,5 35,0 3,5 42,0 Weight (lb/ft) 2,27 2,99 3,2 3,92 4,65 4,9 5,7 6,61 7,43,26 9,0 9,91 : 1- TABULED DESIGN PROPERTIES ARE DESIGN PROPERTIES NORMAL DURION OF LOAD. MOMENT SHEAR VALUES SHALL BE PERMITTED TO BE AJUSTED OTHER LOAD DURIONS AS PERMITTED BY THE CODE; 2- PROVIDE CONTINUOUS LERAL OF MEMBER COMPRESSION EDGE; 3- PROVIDE LERAL TO PREVENT LERAL DISPLACEMENT OR ROTION. ALLOWABLE STRESS DESIGN VALUES (PSI) (4) Mechanical property LVL Orientation Joist/beam Plank Bending strength (2) F b = 3300 3300 Modulus of elasticity () 2,0E+06 E = 2.0x 6 (true) 2.0x 6 (true) Tension parallel to grain (3) F t = 2300 2300 Compression perpendicular to grain F c = 575 500 Compression parallel to grain F c// = 2700 2700 Longitudinal shear F v = 290 150 Specific gravity (5) SG = 0,5 0,5 SI: 1 inch = 25.4 mm. 1 foot = 304. mm, 1bf = 0,454 kg, 1 psi = 6.9 kpa : 1- TABULED VALUES ARE DESIGN VALUES NORMAL DURION OF LOAD. ALL VALUES, EXCEPT E F C, ARE PERMITTED TO BE ADJUSTED OTHER LOAD DURIONS AS PERMITTED BY THE CODE; 2- TABULED VALUE (F b ) IS BASED ON A REFERENCE DEPTH OF INCHES. DEPTHS OTHER THAN INCHES, WHEN LOADED EDGEWISE, THE ALLOWABLE BENDING STRESS (F b ) SHALL BE MODIFIED BY (/d) 0.15, WHERE d = MEMBER DEPTH IN INCHES; 3- TABULED VALUES (F t ) ARE BASED ON A REFERENCE LENGTH OF FEET. LENGTHS GREER THAN FEET, THE ALLOWABLE DESIGN VALUE SHALL BE MODIFIED BY (/L) 0.075, WHERE L = MEMBER LENGTH IN FEET; 4- APPLICABLE TO ALL TABULED VALUES EXCEPT SPECIFIC GRAVITY (SG); 5- APPLICABLE NAILED BOLTED CONNECTION (LERAL LOAD); 6- JOIST/BEAM = LOAD PARALLEL TO GLUELINE, PLANK = LOAD PERPENDICULAR TO GLUELINE. 7- TABULED FLEXURAL STRESS (Fb) MAY BE INCREASED BY 4 PERCENT WHEN THE MEMBER QUALIFIES AS A REPETITIVE MEMBER AS DEFINED IN THE NDS; - UNIMLY LOADED SIMPLE-SPAN BEAMS JOISTS, DELECTION IS CALCULED AS FOLLOWS: 270 wl 3 Ebh 4 2. wl Ebh 2 Where: δ = estimated deflection, inches w = uniform load, pounds per linear foot L = span, feet h = beam depth, inches b = beam width, inches E = true (shear-free) modulus of elasticity, pounds per square inch Page 3

UCT PRODUCT LVL 2.0E-3300Fb GLOBAL LVL 2.0E-3300Fb ALLOWABLE STRESS ALLOWABLE DESIGN STRESS (ASD) DESIGN (ASD) ALLOWABLE UNIM LOAD (pounds per linear foot) BLE UNIM LOAD (pounds per linear foot) r 1¾"x5½" per 1¾"x7¼" 1¾"x5½" per 1¾"x9¼" 1¾"x7¼" per 1¾"x9½" 1¾"x9¼" per 1¾"x 1¾"x9½" per 1¾"x11½" 1¾"x Total load Span Total load Total load Total load Total load Total load Span Live Load Live Load Live Load Live Load Live Load C D=1.0 C D=1.15 C D=1.25 C D=1.0 C D=1.15 C D=1.25 C D=1.0 C D=1.15 C D=1.25 C D=1.0 C D=1.15 C D=1.25 C D=1.0 C D=1.15 C D=1.25 C D=1.0 C D=1.15 C D=1.25 L/240 L/0 L/0 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 45 6 6 6 659 305 99 45 11 6 62 6 63 659 03 99 11 1754 62 1353 63 55 03 73 19 1754 45 1353 45 55 22 73 2306 19 1905 45 1905 45 2191 22 231 2306 1905 6 1905 2191 231 294 393 393 7 430 196 646 294 53 393 61 393 40 430 16 646 13 53 33 61 902 40 16 1364 13 3 33 06 902 5 170 1364 56 3 7 06 1530 5 1760 170 1913 56 7 7 1530 1760 1913 0 267 267 295 133 443 0 591 267 591 267 54 295 76 443 25 591 1115 591 62 54 937 76 77 25 1171 1115 992 62 42 937 29 77 1553 1171 51 992 7 42 70 29 159 1553 51 7 70 159 2 9 9 9 211 94 3 2 422 9 422 9 421 211 632 3 422 43 422 454 421 61 632 51 90 43 723 454 61 51 65 90 767 723 54 1317 65 767 9 54 1317 4 139 139 155 69 233 4 311 139 311 139 313 155 470 233 626 311 626 311 337 313 506 470 675 626 675 626 542 337 13 506 943 675 25 675 575 542 54 13 92 943 67 25 575 54 92 67 7 5 5 11 1 52 177 7 236 5 236 5 23 1 35 177 477 236 477 236 257 23 36 35 515 477 515 477 415 257 623 36 779 515 31 515 442 415 663 623 11 779 2 31 442 11 663 11 2 61 1 1 91 40 137 61 3 1 3 1 6 91 279 137 372 3 372 3 0 6 301 279 401 372 401 372 325 0 4 301 651 401 651 401 346 325 519 4 62 651 692 651 346 519 62 692 4 64 13 64 72 32 4 5 64 5 64 7 72 221 295 5 295 5 159 7 239 221 319 295 319 295 259 159 3 239 5 319 5 319 276 259 4 3 552 5 552 5 276 13 4 552 552 3 51 51 5 25 7 3 1 51 1 51 119 5 17 7 23 1 23 1 119 193 17 257 23 257 23 9 3 193 419 257 419 257 223 9 335 3 446 419 446 419 223 335 446 446 31 41 15 41 47 71 31 95 41 95 41 97 47 6 71 194 95 194 95 5 97 157 6 2 194 2 194 171 5 257 157 343 2 343 2 3 171 274 257 366 343 366 343 3 15 274 366 366 25 34 34 39 59 25 7 34 7 34 0 39 1 59 1 7 1 7 7 0 130 1 174 1 174 1 2 7 2 130 25 174 25 174 152 2 22 2 304 25 304 25 152 22 304 304 2 17 2 32 49 65 2 65 2 67 32 1 49 134 65 134 65 72 67 9 1 5 134 5 134 119 72 179 9 239 5 239 5 7 119 191 179 255 239 255 239 7 17 191 255 255 24 24 27 41 55 24 55 24 57 27 5 41 1 55 1 55 61 57 92 5 3 1 3 1 1 61 151 92 2 3 2 3 7 1 1 151 215 2 215 2 7 1 215 215 19 23 35 47 47 4 23 72 35 97 47 97 47 52 4 7 72 5 97 5 97 6 52 9 7 172 5 172 5 92 6 13 9 4 172 4 172 92 19 13 4 4 30 40 40 41 62 30 3 40 3 40 45 41 67 62 90 3 90 3 74 45 111 67 90 90 79 74 119 111 15 15 79 119 15 15 21 26 35 35 36 54 26 72 35 72 35 39 36 5 54 7 72 7 72 64 39 96 5 7 7 6 64 3 96 137 137 6 21 3 137 137 22 22 30 30 31 47 22 63 30 63 30 34 31 51 47 6 63 6 63 56 34 4 51 1 6 1 6 59 56 9 4 119 1 119 1 59 22 9 119 119 23 26 26 27 41 55 26 55 26 29 27 44 41 59 55 59 55 49 29 73 44 9 59 9 59 52 49 7 73 5 9 5 9 52 23 7 5 5 24 23 23 24 36 4 23 4 23 26 24 39 36 52 4 52 4 43 26 65 39 6 52 6 52 46 43 69 65 92 6 92 6 46 24 69 92 92 25 32 43 43 23 35 32 46 43 46 43 3 23 57 35 77 46 77 46 41 3 61 57 2 77 2 77 41 25 61 2 2 26 2 3 3 31 2 41 3 41 3 34 51 31 6 41 6 41 36 34 54 51 73 6 73 6 36 26 54 73 73 26 27 25 34 34 27 25 37 34 37 34 30 46 27 61 37 61 37 32 30 49 46 65 61 65 61 32 27 49 65 65 27 2 23 30 30 25 23 33 30 33 30 27 41 25 55 33 55 33 29 27 44 41 5 55 5 55 29 2 44 5 5 2 29 27 27 22 30 27 30 27 24 37 22 49 30 49 30 26 24 39 37 53 49 53 49 26 29 39 53 53 29 30 25 25 27 25 27 25 22 33 44 27 44 27 23 22 35 33 47 44 47 44 23 30 35 47 47 30 : : 1- BEAMS OVER " DEPTH MUST BE USED IN 2 OR MORE PLIES. MULTIPLE MEMBER MUST BE ER " DEPTH MUST BE 1- USED BEAMS IN 2 OVER OR MORE CORRECTLY " DEPTH PLIES. MUST MULTIPLE CONNECTED BE USED MEMBER IN TOGETHER 2 OR MUST MORE BE (SEE PLIES. CONNECTION MULTIPLE MEMBER DETAILS ON MUST PAGE BE ); Y CONNECTED TOGETHER CORRECTLY (SEE CONNECTION 2- CONNECTED PROVIDE DETAILS CONTINUOUS TOGETHER ON PAGE (SEE LERAL ); CONNECTION DETAILS OF MEMBER ON PAGE COMPRESSION ); EDGE; ONTINUOUS LERAL 2- PROVIDE OF CONTINUOUS 3- MEMBER PROVIDE COMPRESSION LERAL EDGE; OF MEMBER COMPRESSION TO PREVENT LERAL EDGE; DISPLACEMENT OR ROTION; ERAL 3- PROVIDE TO LERAL PREVENT 4- TABLE LERAL IS BASED DISPLACEMENT ON UNIM TO LOADS OR PREVENT ROTION; LERAL SINGLE DISPLACEMENT SPAN MEMBER; OR ROTION; ASED ON UNIM LOADS 4- TABLE SINGLE IS BASED 5- SPAN ON UNIM IS MEMBER; EQUAL LOADS TO THE SINGLE SPAN MEMBER; DISTANCE BETWEEN S; QUAL TO THE 5- SPAN IS EQUAL DISTANCE 6- LOAD TO THE DURION BETWEEN S; FACTORS (C D): DISTANCE 1.0 OCCUPANCY BETWEEN S; LIVE LOAD (FLOOR), 1.15 SNOW LOAD, 1.25 CONSTRUCTION ION FACTORS (C D): 1.0 6- LOAD OCCUPANCY DURION LOAD. FACTORS LIVE TABULED LOAD (C(FLOOR), D): 1.0 VALUES 1.15 OCCUPANCY SHALL SNOW BE PERMITTED LIVE LOAD, LOAD 1.25 TO (FLOOR), BE CONSTRUCTION ADJUSTED 1.15 SNOW OTHER LOAD, LOAD 1.25 DURIONS CONSTRUCTION AS ULED VALUES SHALL BE LOAD. PERMITTED TABULED PERMITTED TO BE VALUES ADJUSTED BY SHALL THE CODE; BE OTHER PERMITTED LOAD TO DURIONS BE ADJUSTED AS OTHER LOAD DURIONS AS BY THE CODE; PERMITTED 7- BY SEE THE PAGE CODE; 11 REQUIRED LENGHTS; 11 REQUIRED 7- SEE LENGHTS; PAGE 11 - L/240 REQUIRED ALLOWABLE LIVE LENGHTS; LOAD DEFLECTION, MULTIPLY LIVE LOAD BY 1.5; ALLOWABLE LIVE LOAD -DEFLECTION, L/240 ALLOWABLE MULTIPLY L/40 LIVE ALLOWABLE LOAD BY DEFLECTION, 1.5; LIVE LOAD MULTIPLY DEFLECTION, LIVE MULTIPLY LOAD BY 1.5; LIVE LOAD BY 0.75; ALLOWABLE LIVE LOAD DEFLECTION, L/40 ALLOWABLE MULTIPLY L/600 LIVE ALLOWABLE LOAD BY DEFLECTION, 0.75; LIVE LOAD MULTIPLY DEFLECTION, LIVE MULTIPLY LOAD BY 0.75; LIVE LOAD BY 0.60; ALLOWABLE LIVE LOAD DEFLECTION, L/600 ALLOWABLE MULTIPLY THE RESULTING LIVE LOAD LIVE BY DEFLECTION, LOAD 0.60; MUST MULTIPLY NOT EXCEED LIVE TABULED LOAD BY 0.60; TOTAL LOAD CORRESPONDING THE RESULTING TO LIVE LOAD LOAD CASE MUST (1.0, NOT 1.15 EXCEED OR 1.25); LTING LIVE LOAD MUST NOT EXCEED TABULED TOTAL LOAD CORRESPONDING TABULED TOTAL LOAD CORRESPONDING 9- CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER LOADS CONDITIONS. ASE (1.0, 1.15 OR 1.25); TO LOAD CASE (1.0, 1.15 OR 1.25); GLOBAL LVL INC. TECHNICAL 9- CONTACT DEPARTMENT GLOBAL LVL OTHER INC. TECHNICAL LOADS DEPARTMENT CONDITIONS. OTHER LOADS CONDITIONS. Page 4

ALLOWABLE UNIM LOAD (pounds per linear foot) Span per 1¾"x11⅞" Total load Live Load C D=1.0 C D=1.15 C D=1.25 L/360 L/240 L/0 L/0 6 199 199 2297 2497 7 00 00 40 00 14 1334 1534 67 9 37 11 6 139 62 906 42 1132 11 43 725 61 936 379 56 723 75 13 302 453 604 604 244 367 49 49 15 0 301 401 401 6 250 333 333 17 139 9 279 279 1 177 237 237 19 1 151 2 2 7 130 174 174 21 75 113 151 151 22 65 9 131 131 23 57 6 115 115 24 51 76 2 2 25 45 67 90 90 26 40 60 0 0 27 36 54 72 72 2 32 4 64 64 29 29 43 5 5 30 26 39 52 52 per 1¾"x" per 1¾"x" per 1¾"x" Total load Total load Total load Live Load Live Load Live Load C D=1.0 C D=1.15 C D=1.25 C D=1.0 C D=1.15 C D=1.25 C D=1.0 C D=1.15 C D=1.25 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 253 253 2970 3229 3247 3247 3734 4059 4060 4060 4669 5075 29 29 2334 2537 249 249 273 32 3045 3045 3501 306 71 71 1922 9 29 29 2334 2537 2436 2436 201 3045 92 33 1776 1709 1709 1965 2136 30 30 2334 2537 90 2 13 1536 1390 76 97 45 1740 1740 01 2175 759 15 17 69 4 99 93 23 1399 1522 1750 1903 599 53 91 66 60 92 56 1365 1117 1353 1556 91 40 7 36 90 693 930 70 13 904 1157 1331 46 390 55 721 70 566 02 923 03 741 99 17 47 321 42 62 642 467 699 04 74 6 69 999 6 267 401 535 535 390 55 706 76 5 764 7 955 225 337 450 450 329 493 626 65 435 652 77 46 190 26 31 31 279 419 55 559 370 556 694 741 3 245 326 326 239 359 479 479 3 477 623 637 0 211 21 21 7 3 4 4 275 413 550 550 2 3 244 244 179 269 359 359 239 359 479 479 6 0 213 213 157 236 3 3 9 3 419 419 93 0 7 7 13 7 276 276 4 277 369 369 2 4 5 5 2 3 244 244 3 245 326 326 73 1 6 6 2 217 217 5 217 290 290 65 9 130 130 96 5 193 193 9 194 259 259 5 7 117 117 6 130 173 173 1 174 232 232 52 7 5 5 77 1 155 155 4 156 47 71 94 94 70 5 0 0 94 1 42 64 5 5 63 95 7 7 5 170 170 per pli 1¾" x " per pli 1¾" x 22" per pli 1¾" x 24'' Live Total load Live Total load Live Total load load C D = 1.0 C D = 1.15 C D = 1.25 load C D = 1.0 C D = 1.15 C D = 1.25 load C D = 1.0 C D = 1.15 C D = 1.25 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 L/360 L/240 L/0 L/0 5074 5074 535 6343 6379 6379 7336 7974 1 1 933 150 3690 3690 4244 4613 4465 4465 5135 552 5413 5413 6225 6766 299 299 3334 3624 3435 3435 3950 4294 4060 4060 4669 5075 23 23 2746 295 2791 2791 39 34 324 324 3735 4060 29 29 2334 2537 2350 2350 2702 293 2706 2706 31 333 1765 1765 29 26 29 29 2334 2537 23 23 266 2900 1543 1561 1795 1951 176 176 54 2232 30 30 2334 2537 56 1399 09 1749 1594 1594 34 1993 04 04 75 2255 34 1394 15 1327 40 56 00 24 24 67 30 60 56 15 13 60 49 1575 1390 76 97 45 723 92 67 10 934 17 73 134 1176 1301 96 26 613 22 945 2 794 91 26 02 1152 1325 40 523 733 43 917 60 75 06 94 60 2 12 5 450 65 757 23 56 75 903 91 744 922 61 1153 390 55 63 742 509 70 15 6 647 32 957 40 340 5 619 673 444 643 739 03 566 755 6 944 29 447 564 596 390 55 673 732 497 6 791 60 262 394 5 525 344 5 6 670 439 629 724 77 232 349 465 465 305 45 566 6 390 57 665 722 7 3 4 4 271 407 521 543 34 522 6 666 5 277 370 370 243 364 42 46 311 467 566 615 5 24 331 331 2 327 436 436 279 419 525 559 9 224 29 29 196 294 393 393 252 37 4 504 134 2 269 269 177 266 355 355 22 342 455 456 2 3 244 244 1 241 322 322 7 3 4 4 HOW TO USE THIS TABLE: THEN: 1- DETERMINE THE UNIM LIVE LOAD THE UNIM TOTAL LOAD UNIM LIVE LOAD = ' X 30 PSF = 600 PLF ACTING ON THE BEAM OR HEADER IN POUNDS PER LINEAR FOOT (plf); UNIM TOTAL LOAD = ' X ( + 30 PSF) = 00 PLF 2- DETERMINE THE LOAD DURION FACTORS: 1.0, 1.15 OR 1.25; LOAD DURION FACTOR: 1.0 (FLOOR LOADS) 3- LOCE THE SPAN WHICH MEETS OR EXCEED DISTANCE BETWEEN S OF BEAM OR HEADER; OPTIONS: 4- SCANNING FROM LEFT TO RIGHT, SELECT A BEAM SIZE WHOSE ALLOWABLE 2-1¾" X " TOTAL LOAD (CORRESPONDING TO ACTUAL LOAD DURION) ALLOWABLE LIVE LOAD: 2 X 390 = 70 PLF > UNIM LIVE LOAD = 600 PLF MEETS OR EXCEEDS ACTUAL BEAM OR HEADER LOADS. ALLOWABLE TOTAL LOAD: 2 X 55 = 1170 PLF > UNIM TOTAL LOAD = 00 PLF 2-PLIES BEAMS, MULTIPLY TABULED VALUES BY 2; 3-PLIES BEAMS, MULTIPLY TABULED VALUES BY 3; 3-1¾" X " 4-PLIES BEAMS, MULTIPLY TABULED VALUES BY 4. ALLOWABLE LIVE LOAD: 3 X 267 = 01 PLF > UNIM LIVE LOAD = 600 PLF ALLOWABLE TOTAL LOAD: 3 X 401 = 13 PLF > UNIM TOTAL LOAD = 00 PLF EXEMPLE : SINGLE SPAN BEAM ING HOUSE FLOOR 4-1¾" X ½" DEAD LOAD: PSF (TYPICAL HOUSE FLOOR) ALLOWABLE LIVE LOAD: 4 X 193 = 772 PLF > UNIM LIVE LOAD = 600 PLF LIVE LOAD: 30 PSF ALLOWABLE TOTAL LOAD: 4 X 290 = 10 PLF > UNIM TOTAL LOAD = 00 PLF TRIBUTARY WIDTH OF BEAM = ' BEAM SPAN = ' SEE PAGE 4 OTHER. Page 5

FLOOR (C D =1.0) - BEAM SPAN TABLES Tributary 5½" 7¼" 9¼" 9½" 11⅞" 11½" Loads (psf) width A/2 2 3 2 3 2 3 2 3 2 3 2 3 LL= DL=30 LL=15 DL=30 LL= DL=40 LL=15 DL=40,30 9,53,94,57 13,96,04,34,47,9 19,51 17,92,59 7,6,3,13 11,65,93,6 13,2 15,26 15,72,0,60 19,0 7,21,30 9,51,94, 13,96,46,34,76,9 15,5 17,92 6,4 7,7 9,01,3 11,50 13,24 11,1 13,60 13,99,,77 17,00 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3,,23 6,26 7,21,26 9,51,54,,2,46,1,76 13,53 15,5 6,03 6,95 7,96 9,17,15 11,70,43,02,35,23 13,03 15,02,30 9,53,94,57 13,96,04,34,47,9 19,51 17,92,59 7,6,3,13 11,65,93,6 13,2 15,26 15,72,0,60 19,0 7,21,30 9,51,94, 13,96,46,34,76,9 15,5 17,92 6,4 7,7 9,01,3 11,50 13,24 11,1 13,60 13,99,,77 17,00 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3,,23 6,26 7,21,26 9,51,54,,2,46,1,76 13,53 15,5 6,03 6,95 7,96 9,17,15 11,70,43,02,35,23 13,03 15,02 7,51,64 9,91 11,39,64,54,9,93 15,3 17,6,23,66 6,95,00 9,17,55 11,70 13,46,02 13,3,23,3 15,02 17,29 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3,,23 6, 7,,15 9,39,40 11,9,6,31,65,5 13,35 15,39 5,90 6,0 7,7,97 9,92 11,44,19 11,75,07 13,91,74,69 5,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22, 5,45 6,29 7,,29 9,17,5 9,41,7 11,15,7 11,77 13,59 7,51,64 9,91 11,39,64,54,9,93 15,3 17,6,23,66 6,95,00 9,17,55 11,70 13,46,02 13,3,23,3 15,02 17,29 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3,,23 6, 7,,15 9,39,40 11,9,6,31,65,5 13,35 15,39 5,90 6,0 7,7,97 9,92 11,44,19 11,75,07 13,91,74,69 5,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22, 5,45 6,29 7,,29 9,17,5 9,41,7 11,15,7 11,77 13,59 " " " 2 3 2 3 2 3 21,13 24,2 24,15 27,75 27,17 31,22 19,57 22,50 22,36 25,71 25, 2,92,37 21,13 21,00 24,15 23,62 27,17 17,41,04 22,39 25,77,62 19,,99 21,7 21,37 24,61 15,95,37,23 21,00,51 23,62 17,71 17,56,24 19,76 22,77 21,13 24,2 24,15 27,75 27,17 31,22 19,57 22,50 22,36 25,71 25, 2,92,37 21,13 21,00 24,15 23,62 27,17 17,41,04 22,39 25,77,62 19,,99 21,7 21,37 24,61 15,95,37,23 21,00,51 23,62 17,71 17,56,24 19,76 22,77 19, 22,00 21,7 25,15 24,61 2,29 17,71,3,24 23,29 22,77 26,,62 19,,99 21,7 21,37 24,61 15,75,,00,73 23,33 15,02 17,32 17,17 19,79 19,31 22,27,41,62,47,99,53 21,37 13,,02 15,6,31 17,4,60 19, 22,00 21,7 25,15 24,61 2,29 17,71,3,24 23,29 22,77 26,,62 19,,99 21,7 21,37 24,61 15,75,,00,73 23,33 15,02 17,32 17,17 19,79 19,31 22,27,41,62,47,99,53 21,37 13,,02 15,6,31 17,4,60 " 22" 24" 2 3 2 3 2 3 30, 34,6 33,21 3, 36,23 41,61 27,95 32,13 30,75 35,34 33,55 3,56 26,24 30, 2,7 33, 31,49 36,22 24,7 2,62 27,36 31,4 29,5 34,35 23,74 27,33 26, 30,06 2,49 32,0 22,7 26,24 25,06 2,6 27,34 31,49 21,95 25,30 24,15 26,34 30,36 30, 34,6 33,21 3, 36,22 41,61 27,95 32,13 30,75 35,34 33,54 3,56 26,24 30, 2,7 33, 31,49 36,22 24,7 2,62 27,36 31,4 29,5 34,35 23,74 27,33 26, 30,06 2,49 32,0 22,7 26,24 25,06 2,6 27,34 31,49 21,95 25,30 24,15 26,34 30,36 27,33 31,43 30,07 34,57 32,0 37,72 25,30 29,11 32,02 30,36 34,93 23,74 27,33 26, 30,06 2,49 32,0 22,49 25,91 24,74 2,50 26,99 31, 21,45 23,61 27,21 25,75 29,6,5 23,74 22,64 26,11 24,70 2,49 19,2 22, 21,1 25, 23,79 27,46 27,33 31,43 30,07 34,57 32,0 37,72 25,30 29,11 32,02 30,36 34,93 23,74 27,33 26, 30,06 2,49 32,0 22,49 25,91 24,74 2,50 26,99 31, 21,45 23,61 27,21 25,75 29,6,5 23,74 22,64 26,11 24,70 2,49 19,2 22, 21,1 25, 23,79 27,46 MINIMUM REQUIREMENTS: SHADED SHADED AREAS AREAS 41/2 111/4 INTERMEDIE 4½" INTERMEDIE 6 111/4 INTERMEDIE 3" 7½" INTERMEDIE 6" 15" INTERMEDIE 71/2 111/4 INTERMEDIE 1- DL = DEAD LOAD, LL = LIVE LOAD 2- TABLES ASSUME UNIM LOADS SINGLE FLOOR JOIST SPANS. WHEN THE FLOOR JOISTS ARE CONTINUOUS OVER THE BEAM, MULTIPLY TRIBUTARY WIDTH A/2 BY 1,25 SELECT THE NEXT HIGHER TRIBUTARY WIDTH; EXAMPLE: TRIBUTARY WIDTH OF ' MULTIPLIED BY 1,25 = 15'. IN TABLES, USE ' TRIBUTARY WIDTH. 3- TABLES ARE BASED ON SINGLE BEAM SPAN; 4- PROVIDE CONTINUOUS LERAL OF MEMBER COMPRESSION EDGE; 5- PROVIDE LERAL TO PREVENT LERAL DISPLACEMENT OR ROTION; 6- MAXIMUM SPANS ARE MEASURED BETWEEN S; 7- DEFLECTION LIMITIONS: L/360 LIVE LOAD L/240 TOTAL LOAD; - CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER APPLICIONS SIZES. Page 6

PRODUCT PRODUCT UCT RODUCT PRODUCT GLOBAL LVL 2.0E-3300Fb GLOBAL LVL 2.0E-3300Fb LVL LOBAL 2.0E-3300Fb GLOBAL LVL 2.0E-3300Fb LVL 2.0E-3300Fb ALLOWABLE STRESS DESIGN (ASD) ALLOWABLE STRESS DESIGN (ASD) ALLOWABLE ALLOWABLE STRESS ALLOWABLE STRESS DESIGN STRESS DESIGN (ASD) DESIGN (ASD) (ASD) (USA) ALLOWABLE STRESS DESIGN (ASD) GLOBAL LVL 2.0E-3300FbGLOBAL (USA) LVL 2.0E-3300Fb ALLOWABLE STRESS DESIGN (ASD) ROOF SNOW (C = 1.15) - BEAM SPAN TABLES ROOF SNOW (CTABLES =BEAM 1.15)TABLES -SPAN BEAM SPAN TABLES D-SPAN OOF OW (C SNOW ROOF (C SNOW 1.15) (C =DBEAM 1.15) TABLES D = 1.15) D-=BEAM D-SPAN ROOF SNOW (C ROOF SNOW (CD = 1.15) - BEAM SPAN TABLES D = 1.15) - BEAM SPAN TABLES 11⅞" 11½" " " " ¾" ½" " Tributary 11⅞" 9½" 11½" ¾" ½" " Tributary ½" 11⅞" 11⅞" 11⅞" 11½" 11½" " " "" ¾" " 24" 22"¾"" ½" " " " 24" Loads " 22" Loads ½" ds width A/2 width A/2 ) 2 3 2 3 32 23(psf) 2 3 3 2 2 3 3 2 2 3 3 2 2 3 3 2 3 (psf) 2 2 3 3 2 2 3 3 2 3 2 23 32 23 3 2 2 2 3 2 3 22 33 22 33 22 33 22 33 22 33 22 33 22 33 22 2 3 3 22 3 33 2 222 3 2 2 32 2 3 3 333 3 2 33 9,3,779,3,36 31.43 24,47 24,47 35,24,77,19,36,19,11,,11,60,,60 24,47 36,71 36,71 27.33 34.57 32.0 37.72 9,3,77,36 9,3,19,77,36 9,3,11,19,77,,36,60,11,19,,60,11,,60 24,47 24,47 30.07 35,24 36,71 35,24 36,7135,24 35,24 34,11 36,71 39,15 37,52 43,07 40,93 46,99 Tributary Loads Tributary Tributary 5½" Loads 7¼" 5½" widthloads A/2 width A/2(psf) width A/2 (psf) (psf) 5½" Tributary 9¼" 7¼" 5½" A/2 width 2 3 5½"7¼" 9½" 9¼" 7¼" 7¼" 9¼" 9½" 9¼" 9¼" 9½" 11½" 9½",69 9,9 11,45,69 13, 9,9, 9,3,76, DL= DL=,90, 7,74 23.74 27.33 26. 30.06 2.49 32.0,,,76 9,3,36,76,36,,,,,36 9,3,76,,36 9,39,3,,76,,36,,,, 29,6 34, 32,65 37,51 35,62 40,93 DL= DL= DL= 22.49 25.91 24.74 2.50 26.99 31. 7,74,,9011,73,13,02 11,73,96 13,02 13,37,96 13,37 19,21 17,59 15,3,22,,19,61,71 19,21 17,59,22 25,9 25,34 29, 26,39 30,34 30,34 7,74,9013,37 15,3,,19,62,65,71 19,21 17,59,22 25,9 25,34 29, 26,39 11,73,90 13,02, 7,74,96 11,73,90 13,02,,96 11,73 15,3 13,37 13,02,,96,19 15,3 13,37,61,,71,19 15,3,61,,71,19 19,21,61 17,59,71,22 19,21 17,59 25,9,22 25,34 29, 25,9 26,39 25,34 30,34 29, 25,9 26,39 25,34 30,34 29, 26,39 30,34 2,15 32,35 30,96 35,59 33,7 3,3 LL=40,50 11,,50 7,39,5011, 9,74,43 11,,29,43,77,29,6,77,35,6,0 15, 17,39,2,35,0,2 27,2 25, 2,9 2,9,43 9,74 7,39,29 11,,50,50,77,43 9,749,74,6,29 11, 15,,77,43 17,39,6,29 15,,77 17,39,6 15, 17,39,35,0,35,2,0,2 27,2 25, 2,9 27,2 25, 2,9 27,2 25, 2,9 7,39 15, 17,39,35,0,2 27,2 25, 26, 30,90 29,57 34,00 32,26 37,09 7,74 21 7,39 9,74 7,39,69 17,7,42,17,725,41,76 21,55 19,75 22,69 22, 25,41 25,2 2,44 29,63,6911,45 9,913, 11,45,61 13,,79,61 15,01,79 17,24 15,01 21,55 17,24 19,75 17,7 22,69,42 22,,17,7,76 21,55 19,75 22,69 22, 25,41 25,2 2,44 29,63 34,03 34,03 25.30 29.11 27.3 32.02 30.36 34.93,61 11,45,69,79 13, 9,99,915,01,61 11,45 17,24,79 13, 17,7 15,01,61,42 17,24,79,17 17,7 15,01,7,42 17,24,76,17 17,7,7,42,76,17 21,55,7 19,75,76 22,69 21,55 25,2 22, 19,75 25,41 22,69 2,44 25,2 22, 25,41 29,63 2,44 25,2 34,03 29,63 2,44 34,03 29,63 34,03 31,60 36,29 34,76 39,92 37,92 43,56 21.45 24.73 23.60 27.21 25.75 29.6.5 23.74 22.64 26.11 24.70 2.49 19.2 22. 21.1 25. 23.79 27.46 27.33 31.43 30.07 34.57 32.0 37.72 25.30 29.11 27.3 32.02 30.36 34.93 23.74 27.33 26. 30.06 2.49 32.0 7,09, 9,35 7,09,76, 7,09,,76 9,35 11,93,76 11,93,26,,26,,13,51,06,4,13,06,64 23,22 11,93 9,35 7,09,76,,,26 11,93 9,359,35,,76,51,26 11,93,,4,51,26,,4,51,4,13,64,06,13 23,22,64,06 23,22,64 23,22 25,0 29,6 2,3 32,65 30,97 35,62 7,09,51,4,13,06,64 23,22 6,4 7,7 9,01 6,4,3 7,7 11,50 9,01 6,4 13,24,3 7,77,711,1 11,50 9,019,01 13,60 13,24,3 13,99 11,1 11,50, 13,60 13,24,30 13,99 11,1,46, 13,60,77,30 13,99,46,,77,30 17,00,46 15,55,77 17,9 17,00 17,41 15,55,04 17,9 22,39 17,41 25,77,04 23,32 22,39 26,4 25,77 23,32 22,39 26,4 25,77 23,32 26,4 6,4 7,7,3 9,01 11,50,313,24 11,50 11,1 13,24 13,60 11,1 17,00 13,60 15,55 13,99 17,9, 17,41,30,46,77 17,00 15,55 17,9 17,41,04 22,39 25,77 23,32 26,4 26,4 24,7 2,62 27,36 31,4 29,5 34,35 6,4 13,99,,30,46,04,77 17,00 15,55 17,9 17,41,04 22,39 25,77 23,32 9,3,77,36 9,3,19,77,36 9,3,19,77,,36,60,11,19,,60,11,,60 24,47 24,47 35,24 36,71 35,24 36,71 35,24 36,71 9,3,36,77,19,36,19,11,,11,60,,60 24,47 24,47 35,24 36,71 36,71 24,47 34,11 39,15 37,52 43,07 40,93 46,99 9,3,11,77 35,24,69 9,9 11,45,69 13, 9,9,61 11,45,69,79 13, 9,9 15,01,61 11,45 17,24,79 13, 17,7 15,01,61,42 17,24,79,17 17,7 15,01,7,42 17,24,76,17 17,7,7,42,76,17 21,55,7 19,75,76 25,41 22,69 21,55 25,2 22, 19,75 25,41 22,69 2,44 25,2 22, 25,41 29,63 2,44 25,2 34,03 36,29 29,63 2,44 34,03 29,632,44 34,03 31,60 34,76 39,92 43,56 9,913, 11,45,61 13,,79,61 15,01,79 17,24 15,01 21,55 17,24 19,75 17,7 22,69,42 22,,17 22, 25,2 29,63 34,03 34,03,69 9,9,6911,45 17,7,42,17,7,7,76,76 21,55 21,55 19,75 19,75 22,69 22,69 22, 25,45,41 25,2 2,44 37,92 29,63, 9,3,76,,36 9,3 DL=15 29,6 34, 32,65 37,51 35,62,, 40,93, 24.74 22.4925.91 2.50 26.99 31. 15 7,74 21 7,39 7,09 6,4 9,2,59,07 7,65 21 7,31 7,01 6,76,76,,36 9,3,,76,36,,,,,, 9,3,76,36, 9,3,76,36, DL=15 DL=15,90DL=15, 7,74 11,73,90 13,02, 7,74,96 11,73,90 13,37 13,02,,96 11,73 15,3 13,37 13,02,,96,19 15,3 13,37,61, 7,74,90, 11,73 13,02,96 7,74,90, 11,73 13,02,96 13,37,50 9,74 7,39 11,,50,43 9,74 7,39,29 11,,50,77,43 9,74,6,29 11,,77,43,6,29 15,,77 17,39,6 7,39,50 15, 9,74 17,39 11,,43,29 7,39,50 9,74 11,,43,29,77, 9,35 7,09,76, 11,93 9,35 7,09,76,,26 11,93 9,35,,76,26 11,93,,51,26, 7,09,,51 9,35,76,4 11,93 7,09, 9,35,76 11,93,26 7,7 9,01 6,4,3 7,7 11,50 9,01 6,4 13,24,3 7,7 11,1 11,50 9,01 13,60 13,24,3 11,1 11,50 13,60 13,24 13,99 11,1, 13,60 6,4 7,7 13,99 9,01,,3,30 11,50,46 13,24 6,4 7,7 9,01,3 11,50 13,24 11,1,65,23 9,2,04,65 15,60,23 9,2 17,91,04,65,03 15,60,23,40 17,91,04,9,03 15,60 21,79,40 17,91 19,40,9,03 22,27 21,79,40 9,2,65,23,04 15,60 17,91 9,2,65,23,04 15,60 17,91,03 9,7 11,33,59 13,01 9,7,46 11,33,59,60 13,01 9,7,5,46 11,33 17,05,60 13,01 17,5,5,46, 17,05,60 17,97 17,5,5,65, 17,05,59 9,7 11,33 13,01,46,60,59 9,7 11,33 13,01,46,60,5 9,2,64,07,23 9,2 13,5,64,07 15,60,23 9,2 13,95 13,5,64,03 15,60,23,51 13,95 13,5,9,03 15,60,,51 13,95 19,40,9,03,07 9,2,64,23 13,5 15,60 DL=,07,0,64,0,09 7,65 11,60,0,,09 7,65 11,60,09,213,22,,09 15,,0 11,60,23 15,66 13,22,13,5,00 15,,0 15,60,01 15,66 13,22 13,95,40,00 15, DL= 7,65,0,09 11,60,,0 DL= 7,65,,41 9,63 7,31 11,0,41,29 9,63 7,31 11,0,4,0,63,29 9,63,09,52, 11,011,60,95,63,29, 17,,52,,0 15,29,95,63 13,22 17,5 17,,52 7,31,41 9,63 11,0,29, 7,3113,5,07 9,25 7,01,64,07 11,0 9,25 7,01,64,07,41, 11,0 9,259,63 13,95 13,5,6411,0,35, 11,0,29,51 13,95 13,5,,67,35,,63,,51 13,95 7,01,07 9,25,64 11,0 13,5 7,7,92 6,76,26 7,7 11,3,92 6,76,26 7,7,0711,6 11,3,929,25 13,45 13,09,26,64 13,4 11,6 11,311,0 15,93 13,45 13,09 13,5, 13,4 11,6,,2 15,93 13,45 7,0113,09 6,76 7,7,92,26 11,3 13,09 6,76 7,7,92,26 11,3 13,09 11,6 DL=15 LL=40,71,19 15,3,61,,71,19 19,21,61 17,59,71,22 19,21 17,59 25,9,22 25,9 25,34 30,34 29, 25,9 26,39 25,34 30,34 29, 26,3925,34 30,3429, 29, 2,15 32,35 30,96 35,59 33,7 13,37 19,21 17,59 15,3,22,,19,61,71 19,25,34 17,59,2226,39 25,9 26,39 3,3 30,34 21.45 27.21 25.75 15,3,,19,61,71 19,21 17,5924.73,22 23.60 25,9 29.6 25,34 29, 26,39 30,34 15,,77,6,4,51,26,,77,30 13,99 11,1 13,60,03 19,40,9,03,40,56 17,97 17,5,5 17,05 17,43,,51 13,95,03,53,01 15,66 13,22 15, 15,7 15,29,95,63,52 15,15,67,35,,61, 13,4 13,95 11,6 13,45,35 17,39,35,0,35,2,0,2 25, 2,9 27,2 25, 2,9 27,2 25, 2,927,2 27,2 26, 30,90 29,57 34,00 32,26,6,0 15, 17,39,2,35,0,2 25,.5 23.74 22.64 26.11 24.70 2.49 37,09 2,9 2,9 35,62,51,4,13,06,64 23,22 17,00,46,,77,30 17,00,46 15,55,77 17,9 17,00 17,41 15,55,04 17,9 17,41,04 23,32 22,39 26,4 25,77 23,32 22,39 26,4 25,77 23,3222,39 26,425,77 25,77 24,7 2,62 27,36 31,4 29,5 27.33 31.43 30.07 34.57 32.0 37.72 13,60 15,55 13,99 17,9, 17,41,30,04,46,77 17,0022,39 15,55 17,9 17,41,04 23,32 34,35 26,4 13,99,,30,46,77 17,00 15,55 17,9 17,41,04 22,39 25,77 23,32 26,4 23,00 22,27 21,79 21,09,03 19,40 24,21 23,00 22,27 23,62 21,09,03 27, 24,21 23,00 23,62 21,09 25.30 30,99 27, 24,21 30,37 26,99 23,62 34,7 30,99 27,27.3 31,63 30,37 26,99 36,32 34,7 30,993,73 31,63 30,37 36,32 34,7 34.93 31,6342,60 36,32 33,74 40,93 26,99,40,9 21,79 19,40 22,27,03 23,00 29.11 21,09 24,21 23,6232.02 27, 30.36 26,9937,11 30,99 30,37 34,7 31,63 46,99 36,32,9 21,79 19,40 22,27,03 23,00 21,09 24,21 23,62 27, 26,99 30,99 30,37 34,7 31,63 36,32,65, 19,54,56 17,97 22,44,65 21, 19,54,56 25,13 22,44 21, 19,54 23.74 2,73 25,13 22,44 2, 25,01 21, 2,73 25,1326. 29,31 2, 25,01 33,66 32,32 2,73 29,31 2, 33,66 32,32 32.0 29,3139,49 33,66 25,01 27.33 30.0635,90 2.49 32,32 37,92 17,05 17,5, 17,97,65,56 19,54 22,44 31,26 21, 25,13 25,0134,3 2,73 2, 32,32 29,31 43,56 33,66 DL=,65,56 19,54 22,44 21, 25,13 25,01 2,73 2, 32,32 29,31 33,66 17,5, 17,97 23,49 25.91 2.5033,73 26.9931,63,03 19,40,9,35 17,43, 21,09,03 19,40,55,35 17,43 23,62 21,09,03,55,35 22.49 26,99 23,62 21,09 26,43 23,49,55 26,99 23,6224.74 27,53 26,43 23,49 31,63 30,37 26,99 27,53 26,43 30,37 31. 27,5337,11 31,63 30,37 35,62 LL=40, 19,40 17,43,03,35,03,51,9 21,09 29,36,55 23,62 23,4932,30 26,99 26,43 30,37 27,53 40,93 31,63 DL=,51 17,40,9,00, 19,49 19,4022,41 17,43,03 21,09,55 23,62 23,49 26,99 29.6 26,43 30,01 30,37 27,53 31,63 21.45 24.73 27.2132,00 25.7530,01 19,00,40,00,53,01 19,00,40 17,40,53,00 19,00 22,27 19,49 17,40 25,61 22,41,00,35 25,06 22,27 19,49 2,1 25,61 22,43.60 26, 25,06 22,27 30,01 2,1 25,61 26, 25,06 2,1 26, 27,4 30,62 35, 33,7 3,3 15, 15,66,00,01,40,53 19,00 17,40,00 19,49 22,41 22,27 25,61 25,06 2,1 26, 30,01.5 23.74 26.1130,57 24.702,67 15,66,61,00 19,11,01,61,4021,40,53 19,00,00 19,49 22,27 25,61 25,06 2,1 32,26 26, 30,01,15 17,5 17, 15,7 15,29,15 17,5,61 15,7 19,11,15 21,27,61,61 24,46 21,40 19,1117,40 23,93 21,27,61 27,52 24,46 21,4022.64 24,92 23,93 21,27 2,67 27,52 24,46 24,92 23,93 27,52 24,92 2,67 26,522,41 29,242.49 33,63 37,09,52,95 17, 15,29 17,5 15,7,15,61 19,11,61 21,40 21,27 24,46 23,93 27,52 24,92 2,67 19.2 22. 21.1 25. 21,27 23.7926,43 27.46,95 15,95 17,,35 15,29 17,6 17,5,55 15,7,15 19,11 24,46 23,93 27,52 30,97 24,92 2,67 17,43,,51 15,15,67 17,43, 15,95 15,15,35 17,43,42 17,6 15,95 23,49,55,35,61 22,97,42 17,6 26,43 23,49,55,61 23,93 22,97,42 27,53 26,43 23,4929,35 23,93 22,97 27,53 27,53 25,5221,40 2,07 23,93 32,29 35,62 13,95,35,51,67, 15,15 17,43 15,95,35 17,6,55,42 23,49 22,97 26,43 23,93 27,53,1,2 15,93,61,,1,2 17,22,61 19,2 17,70,1 19,6 17,22 19,2 17,7015,95 22, 19,6 17,22 25,4 19,2 17,6 23,06 22, 19,6 26,55 25,4 2,31 23,06 22, 26,55 25,4 23,06 26,55,35,51 17,70,67, 15,15 17,43,35,55,42 23,49 22,97 26,43 23,93 27,53 24,60 27,06 31, 29,5 34,35 13,45 13,4 MINIMUM 15,93,,2REQUIREMENTS:,61,1 17,70 17,22 19,2 19,6 22, 25,4 23,06 26,55 7½" INTERMEDIE 13,4 15,93 3",,2,61,1 17,70 17,22 19,2 19,6 22, 25,4 23,06 26,55 15, 17,39,35,0,2 27,2 25,,4,13,06,13,64,06 23,22,64 23,22 23,22 25,0 29,6 2,3 32,65 30,97,,13,51,06,4 23,22,13,06,64,64 19.2 22. 21.1 25. 23.79 27.46 MUM REQUIREMENTS: MINIMUM REQUIREMENTS: REQUIREMENTS: SHADED AREAS SHADED AREAS 4½" SHADED AREAS 4½" 4½" INTERMEDIE INTERMEDIE INTERMEDIE MINIMUM REQUIREMENTS: 1/4 41/2 11 MINIMUM REQUIREMENTS: SHADED AREAS 4½" INTERMEDIE SHADED AREAS 4½" INTERMEDIE INTERMEDIE HARING 3" 7½" INTERMEDIE 7½" INTERMEDIE 7½" INTERMEDIE 6" 6" 6" 15" 15" INTERMEDIE 15" INTERMEDIE INTERMEDIE 3" 7½" INTERMEDIE 1/4 6 6" 15" INTERMEDIE INTERMEDIE 3" 7½" INTERMEDIE 6" 15"11 MINIMUM REQUIREMENTS: SHADED AREAS 4½" INTERMEDIE INTERMEDIE 1/4 7 1/2 INTERMEDIE INTERMEDIE 11 '' 3" 7½" INTERMEDIE 6" 7½" 15" INTERMEDIE TES SHADED AREAS 4½" 6" 15" INT 7½" '' IN 1- DL = DEAD LOAD, LL = LIVE LOAD; 2- TABLES ARE BASED ON A MAXIMUM ROOF SLOPE OF 6/; 3- LERAL IS REQUIRED ALONG COMPRESSION EDGE OF BEAM INTERVAL OF 24" 1- DL = DEAD LOAD, LL = LIVE LOAD; OR CLOSER; 2- TABLES ARE BASED ON A MAXIMUM ROOF SLOPE OFOF 6/; 2- TABLES ARE BASED A MAXIMUM SLOPE O 6/; PORT 3- LERAL IS REQUIRED 3-1-LERAL ALONG IS=REQUIRED COMPRESSION ALONG ISLLREQUIRED EDGE BEAM ALONG EDGE COMPRESSION INTERVAL OF BEAM OF 24" EDGE INTERVAL OF BEAM 24"INTERVAL OF 24" 4- PROVIDE LERAL TO ON PREVENT LERAL ROOF DISPLACEMENT ROTION; DL DEAD LOAD, =COMPRESSION LIVEOF LOAD; 3- LERAL IS REQUIRED ALONG COMPRESSION EDGE OF BEAM INTERVAL OF 24" 5- TABLES ARE CALCULED 3- LERAL IS REQUIRED ALONG COMPRESSION EDGE OF BEAM INTE CENTRE OR CLOSER; OR CLOSER; ORON CLOSER; WITH A SINGLE SPAN TRUSS; 2- TABLES ARE BASED A MAXIMUM ROOF SLOPE OF 6/; OR CLOSER; 6- TABLES ARE BASED ON SINGLE BEAM SPAN; OR CLOSER; ERAL 4- PROVIDE LERAL 4- TO LERAL PREVENT LERAL PREVENT DISPLACEMENT LERAL TO PREVENT OR DISPLACEMENT ROTION; LERAL OR DISPLACEMENT ROTION; OR ROTION; 3-PROVIDE LERAL IS TO REQUIRED ALONG COMPRESSION EDGE OF BEAM INTERVAL OF 24" BETWEEN 4-TRUSS; PROVIDE LERAL TRUSS; TO PREVENT LERAL DISPLACEMENT OR ROTION;7- MAXIMUM SPANS ARE 4- MEASURED PROVIDE LERAL S; TO PREVENT LERAL DISPLACEMENT CALCULED 5- TABLES ARE WITH CALCULED 5-ABLES SINGLEARE SPAN WITH CALCULED A SINGLE SPAN WITHTRUSS; A SINGLE SPAN OR CLOSER; - DEFLECTION LIMITIONS: L/360ARE CALCULED LIVE LOAD L/0 TOTAL LOAD; 5-BEAM TABLES ARE CALCULED 5- TABLES WITH A SINGLE SPAN TRUSS; BASED 6- TABLES ON SINGLE ARE BASED 6-BEAM TABLES ON SPAN; SINGLE ARE BASED ON SPAN; SINGLE BEAM SPAN;WITH A SINGLE SPAN TRUSS; 4- PROVIDE LERAL TO PREVENT LERAL DISPLACEMENT OR ROTION; 9CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER APPLICIONS SIZES. 6- TABLES ARE BASED ON SINGLE BEAM SPAN; 6- TABLES ARE BASED ON SINGLE BEAM SPAN; ANS 7- MAXIMUM ARE MEASURED SPANS 7- MAXIMUM ARE MEASURED SPANS ARE BETWEEN MEASURED S; BETWEEN S; BETWEEN S; AD, 1- DL LL==DEAD LIVE LOAD; LOAD, 1- DL LL==DEAD LIVE LOAD; LOAD, LL = LIVE LOAD; 1- DL DEAD LOAD,OF LLROOF = LIVESLOPE LOAD;OF 6/; BASED 2- TABLES ON AARE MAXIMUM BASED 2- TABLES ROOF ON AARE SLOPE MAXIMUM BASED OF = ROOF 6/; ON A SLOPE MAXIMUM 6/; 5- TABLES ARE CALCULED WITH A SINGLE SPAN TRUSS; LIMITIONS: - DEFLECTION L/360 LIMITIONS: - DEFLECTION LIVE LOAD L/360 LIMITIONS: L/0 LIVE LOAD L/360 TOTAL L/0 LOAD; LIVE LOADTOTAL L/0 LOAD; TOTAL LOAD; 7- MAXIMUM SPANS ARE MEASURED BETWEEN S; 6- TABLES ARE BASED ON SINGLE BEAM SPAN; OBAL 9- CONTACT LVL INC.GLOBAL TECHNICAL 9- CONTACT LVL DEPARTMENT INC.GLOBAL TECHNICAL LVL DEPARTMENT INC. OTHER TECHNICAL APPLICIONS DEPARTMENT OTHER APPLICIONS SIZES. APPLICIONS SIZES. SIZES. - DEFLECTION LIMITIONS: L/360 LIVE OTHER LOAD L/0 TOTAL LOAD; 7- MAXIMUM SPANS ARE MEASURED BETWEEN S; 9- CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER APPLICIONS SIZES. - DEFLECTION LIMITIONS: L/360 LIVE LOAD L/0 TOTAL LOAD; 9- CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER APPLICIONS SIZES. 7- MAXIMUM SPANS ARE MEASURED BETWEEN S; - DEFLECTION LIMITIONS: L/360 Page LIVE LOAD L/0 TOTAL LOAD; 9- CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER APPLICION Page Page 79 Page Page 79 Page Page 79 Page Page 7 79 Page Page Page 79 Page

ROOF SNOW (C D = 1.15) - BEAM SPAN TABLES Loads (psf) Tributary 5½" 7¼" 9¼" 9½" 11⅞" width A/2 2 3 2 3 2 3 2 3 2 3 2 3 " " " 2 3 2 3 2 3 " 22" 24" 2 3 2 3 2 3,30 9,53,94,57 13,96,04,34,47,9 19,51 17,92,59 21,13 24,2 24,15 27,75 27,17 31,22 30, 34,6 33, 3, 36,22 41,61 7,6,3,13 11,65,93,6 13,2 15,26 15,72,0,60 19,0 19,57 22,50 22,36 25,71 25, 2,92 27,95 32,13 30,75 35,34 33,54 3,56 DL= LL=30 7,21,30 9,51,94, 13,96,46,34,76,9 6,4 7,7 9,01,3 11,50 13,24 11,1 13,60 13,99, 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3 15,5 17,92,77 17,00,,23,37 21,13 21,00 24,15 23,62 27,17 17,41,04 22,39 25,77,62 19,,99 21,7 21,37 24,61 26,24 30, 2,7 33, 31,49 36,22 24,7 2,62 27,36 31,4 29,5 34,35 23,74 27,33 26, 30,06 2,49 32,0 6,26 7,21,26 9,51,54,,2,46,1,76 13,53 15,5 15,95,37,23 21,00,51 23,62 22,7 26,24 25,06 2,6 27,34 31,49 6,03 6,95 7,96 9,17,15 11,70,43,02,35,23 13,03 15,02 17,71 17,56,24 19,76 22,77 21,95 25,30 24,15 26,34 30,36,30 9,53,94,57 13,96,04,34,47,9 19,51 17,92,59 21,13 24,2 24,15 27,75 27,17 31,22 30, 34,6 33, 3, 36,22 41,61 7,6,3,13 11,65,93,6 13,2 15,26 15,72,0,60 19,0 19,57 22,50 22,36 25,71 25, 2,92 27,95 32,13 30,75 35,34 33,54 3,56 DL=15 LL=30 7,21,30 9,51,94, 13,96,46,34,76,9 6,4 7,7 9,01,3 11,50 13,24 11,1 13,60 13,99, 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3 15,5 17,92,77 17,00,,23,37 21,13 21,00 24,15 23,62 27,17 17,41,04 22,39 25,77,62 19,,99 21,7 21,37 24,61 26,24 30, 2,7 33, 31,49 36,22 24,7 2,62 27,36 31,4 29,5 34,35 23,74 27,33 26, 30,06 2,49 32,0 6,26 7,21,26 9,51,54,,2,46,1,76 13,53 15,5 15,95,37,23 21,00,51 23,62 22,7 26,24 25,06 2,6 27,34 31,49 6,03 6,95 7,96 9,17,15 11,70,43,02,35,23 13,03 15,02 17,71 17,56,24 19,76 22,77 21,95 25,30 24,15 26,34 30,36,30 9,53,94,57 13,96,04,34,47,9 19,51 17,92,59 21,13 24,2 24,15 27,75 27,17 31,22 30, 34,6 33, 3, 36,22 41,61 7,6,3,13 11,65,93,6 13,2 15,26 15,72,0,60 19,0 19,57 22,50 22,36 25,71 25, 2,92 27,95 32,13 30,75 35,34 33,54 3,56 DL= LL=30 7,21,30 9,51,94, 13,96,46,34,76,9 6,4 7,7 9,01,3 11,50 13,24 11,1 13,60 13,99, 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3 15,5 17,92,77 17,00,,23,37 21,13 21,00 24,15 23,62 27,17 17,41,04 22,39 25,77,62 19,,99 21,7 21,37 24,61 26,24 30, 2,7 33, 31,49 36,22 24,7 2,62 27,36 31,4 29,5 34,35 23,74 27,33 26, 30,06 2,49 32,0 6,26 7,21,26 9,51,54,,2,46,1,76 13,53 15,5 15,95,37,23 21,00,51 23,62 22,7 26,24 25,06 2,6 27,34 31,49 6,03 6,95 7,96 9,17,15 11,70,43,02,35,23 13,03 15,02 17,71 17,56,24 19,76 22,77 21,95 25,30 24,15 26,34 30,36 3" 7½" SHADED AREAS 41/2 111/4 INTERMEDIE MINIMUM REQUIREMENTS: SHADED AREAS 4½" 6 111/4 INTERMEDIE INTERMEDIE 3" 7½" INTERMEDIE 6" 71/2 15" INTERMEDIE 111/4 INTERMEDIE 1- DL = DEAD LOAD, LL = LIVE LOAD; 2- TABLES ARE BASED ON A MAXIMUM ROOF SLOPE OF 6/; 3- LERAL IS REQUIRED ALONG COMPRESSION EDGE OF BEAM INTERVAL OF 24" OR CLOSER; 4- PROVIDE LERAL TO PREVENT LERAL DISPLACEMENT OR ROTION; 5- TABLES ARE CALCULED WITH A SINGLE SPAN TRUSS; 6- TABLES ARE BASED ON SINGLE BEAM SPAN; 7- MAXIMUM SPANS ARE MEASURED BETWEEN S; - DEFLECTION LIMITIONS: L/360 LIVE LOAD L/0 TOTAL LOAD; 9- CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER APPLICIONS SIZES. Page

ROOF SNOW (C D = 1.15) - BEAM SPAN TABLES Loads (psf) Tributary 5½" 7¼" 9¼" 9½" 11⅞" width A/2 2 3 2 3 2 3 2 3 2 3 2 3 " " " 2 3 2 3 2 3 " 22" 24" 2 3 2 3 2 3 7,51,64 9,91 11,39,64,54,9,93 15,3 17,6,23,66 19, 22,00 21,7 25,15 24,61 2,29 27.33 31.43 30.07 34.57 32.0 37.72 6,95,00 9,17,55 11,70 13,46,02 13,3,23,37 15,02 17,2 17,71,3,24 23,29 19, 19, 25.30 29.11 27.3 32.02 30.36 34.93 DL= LL=40 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3 6, 7,,15 9,39,40 11,9,6,31,65,5 5,90 6,0 7,7,97 9,92 11,44,19 11,75,07 13,91,,23 13,35 15,39,74,69,62 19,,99 21,7 21,37 24,61 15,75,,00,73 23,33 15,02 17,32 17,17 19,79 19,31 22,27 23.74 27.33 26. 30.06 2.49 32.0 22.49 25.91 24.74 2.50 26.99 31. 21.45 24.73 23.60 27.21 25.75 29.6 5,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22,,41,62,47,99,53 21,37.5 23.74 22.64 26.11 24.70 2.49 5,45 6,29 7,,29 9,17,5 9,41,7 11,15,7 11,77 13,59 13,,02 15,6,31 17,4,60 19.2 22. 21.1 25. 23.79 27.46 7,51,64 9,91 11,39,64,54,9,93 15,3 17,6,23,66 19, 22,00 21,7 25,15 24,61 2,29 27.33 31.43 30.07 34.57 32.0 37.72 6,95,00 9,17,55 11,70 13,46,02 13,3,23,3 15,02 17,29 17,71,3,24 23,29 22,77 26, 25.30 29.11 27.3 32.02 30.36 34.93 DL=15 LL=40 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3 6, 7,,15 9,39,40 11,9,6,31,65,5 5,90 6,0 7,7,97 9,92 11,44,19 11,75,07 13,91,,23 13,35 15,39,74,69,62 19,,99 21,7 21,37 24,61 15,75,,00,73 23,33 15,02 17,32 17,17 19,79 19,31 22,27 23.74 27.33 26. 30.06 2.49 32.0 22.49 25.91 24.74 2.50 26.99 31. 21.45 24.73 23.60 27.21 25.75 29.6 5,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22,,41,62,47,99,53 21,37.5 23.74 22.64 26.11 24.70 2.49 5,45 6,29 7,,29 9,17,5 9,41,7 11,15,7 11,77 13,59 13,,02 15,6,31 17,4,60 19.2 22. 21.1 25. 23.79 27.46 7,51,64 9,91 11,39,64,54,9,93 15,3 17,6,23,66 19, 22,00 21,7 25,15 24,61 2,29 27.33 31.43 30.07 34.57 32.0 37.72 6,95,00 9,17,55 11,70 13,46,02 13,3,23,3 15,02 17,29 17,71,3,24 23,29 22,77 26, 25.30 29.11 27.3 32.02 30.36 34.93 DL= LL=40 6,53 7,51,60 9,91,9,64 11,2,9 13,35 15,3 6, 7,,15 9,39,40 11,9,6,31,65,5 5,90 6,0 7,7,97 9,92 11,44,19 11,75,07 13,91,,23 13,35 15,39,74,69,62 19,,99 21,7 21,37 24,61 15,75,,00,73 23,33 15,02 17,32 17,17 19,79 19,31 22,27 23.74 27.33 26. 30.06 2.49 32.0 22.49 25.91 24.74 2.50 26.99 31. 21.45 24.73 23.60 27.21 25.75 29.6 5,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22,,41,62,47,99,53 21,37.5 23.74 22.64 26.11 24.70 2.49 5,45 6,29 7,,29 9,17,5 9,41,7 11,15,7 11,77 13,59 13,,02 15,6,31 17,4,60 19.2 22. 21.1 25. 23.79 27.46 3" 7½" MINIMUM REQUIREMENTS: SHADED AREAS 4½" 41/2 111/4 INTERMEDIE INTERMEDIE 3" 7½" INTERMEDIE 6" 6 15" 111/4 INTERMEDIE INTERMEDIE 71/2 111/4 INTERMEDIE 1- DL = DEAD LOAD, LL = LIVE LOAD; 2- TABLES ARE BASED ON A MAXIMUM ROOF SLOPE OF 6/; 3- LERAL IS REQUIRED ALONG COMPRESSION EDGE OF BEAM INTERVAL OF 24" OR CLOSER; 4- PROVIDE LERAL TO PREVENT LERAL DISPLACEMENT OR ROTION; 5- TABLES ARE CALCULED WITH A SINGLE SPAN TRUSS; 6- TABLES ARE BASED ON SINGLE BEAM SPAN; 7- MAXIMUM SPANS ARE MEASURED BETWEEN S; - DEFLECTION LIMITIONS: L/360 LIVE LOAD L/0 TOTAL LOAD; 9- CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT OTHER APPLICIONS SIZES. Page 9

MULTIPLE MEMBER CONNECTIONS TOP LOAD (1) Depth (in) 5½ to ½ to ¾ Number of plies 2 3 4 2 rows d nails at '' o.c. 3 rows d nails at '' o.c. 2 rows d nails at '' o.c. 3 rows d nails at '' o.c. 2 rows ½" bolts at 24'' o.c. 3 rows ½" bolts at 24'' o.c. 1- LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE MEMBER WIDTH. NAILED CONNECTION ALLOWABLE UNIM LOAD APPLIED TO EITHER 1¾" OUTSIDE MEMBER (plf) NUMBER OF PLIES 2 rows d nails at '' o.c. 2 rows d nails at 6'' o.c. 3 rows d nails at '' o.c. 3 rows d nails at 6'' o.c. 2 3 (2) 565 15 45 90 425 45 635 70 1- THE TABULED NAILING PTERN IS FROM EACH SIDE OF A 3 PLY MEMBER; 2- TABULED VALUES MUST BE VERIFIED WITH THE MAXIMUM ALLOWABLE UNIM LOAD OF THE MEMBER; 3- ALL NAILS SHOWN SHALL BE MINIMUM d: DIAMETER 0,2 INCH, LENGTH 3½", BENDING YIELD STRENGTH (F yb) = 90 000 PSI. BOLTED CONNECTION ALLOWABLE UNIM LOAD APPLIED TO EITHER 1¾" OUTSIDE MEMBER (plf) NUMBER OF PLIES 2 rows ½" bolts at 24'' o.c. 2 rows ½" bolts at '' o.c. 3 rows ½" bolts at 24'' o.c. 3 rows ½" bolts at '' o.c. 2 3 4 505 15 760 15 30 760 570 10 340 675 505 15 1- TABULED VALUES ARE ALLOWABLE UNIM SIDE LOADS NORMAL DURION; ALLOWABLE UNIM SIDE LOADS SHALL BE PERMITTED TO BE AJUSTED OTHER DURIONS AS PERMITTED BY THE CODE; 2- ALL BOLTS SHOWN SHALL BE MINIMUM: GRADE A307, DIAMETER 1/2", BENDING YIELD STRENGTH F yb = 45 000 PSI; 3-2" (EXTERIOR) DIAMETER WASHERS SHALL BE USED UNDER THE HEAD NUT OF ALL BOLTS; 4- PREDRILL ALL BOLT HOLES TO 9/" DIAMETER; 5- TABULED VALUES MUST BE VERIFIED WITH THE MAXIMUM ALLOWABLE UNIM LOAD OF THE MEMBER. ALLOWABLE HOLES INSTALLION 1- MAXIMUM 1'' HOLE DIAMETER (D=1") BEAM DEPTHS BETWEEN 7¼" TO 9¼"; MAXIMUM 2'' HOLE DIAMETER (D=2") BEAM DEPTHS BETWEEN TO ¾"; 2- THE ALLOWED HOLE ZONE IS UNIMLY LOADED MEMBERS, SINGLE OR CONTINUOUS; 3- WHENEVER POSSIBLE HOLES SHOULD BE CENTERED IN THE ALLOWABLE ZONE; 4- WHERE MORE THAN ONE HOLE IS NECESSARY, THE DISTANCE BETWEEN ADJACENT HOLE EDGES SHALL EQUAL OR EXCEED TWICE THE DIAMETER OF THE LARGEST ROUND HOLE; 5- DO NOT DRILL, NOTCH, CUT OR ALTER MEMBER UNLESS AUTORIZED BY GLOBAL LVL INC; 6- AVOID OVERLOADING FLOOR; 7- ALL OTHER CONDITIONS, CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT. Page

MINIMUM LENGTH REQUIREMENTS (inches) TOTAL REACTION R F (lb) 1 PLY (b=1¾") 2 PLIES (b=3½") 3 PLIES (b=5¼") 4 PLIES (b=7") 1 000 1½ 1½ 1½ 1½ 2 000 2 1½ 1½ 1½ 3 000 3 1¾ 1½ 1½ 4 000 4 2 1½ 1½ 5 000 5 2½ 1¾ 1½ 6 000 6 3 2 1½ 7 000 7 3½ 2½ 1¾ 000 4 2¾ 2 9 000 9 4½ 3 2¼ 000 5 3½ 2½ 11 000 5½ 3¾ 2¾ 000 6 4 3 13 000 6½ 4½ 3¼ 000 7 4¾ 3½ 15 000 7½ 5 3¾ 000 5½ 4 17 000 ½ 5¾ 4¼ 000 9 6 4½ 19 000 9½ 6½ 4¾ 000 6¾ 5 21 000 7 5¼ 22 000 7½ 5½ 23 000 7¾ 5¾ 24 000 6 25 000 ½ 6¼ 26 000 ¾ 6½ 27 000 9 6¾ 2 000 9½ 7 29 000 9¾ 7¼ 30 000 7½ 31 000 7¾ 32 000 33 000 ¼ 34 000 ½ 35 000 ¾ 36 000 9 37 000 9¼ 3 000 9½ 39 000 9¾ 40 000 SINGLE OR CONTINUOUS BEAM SPAN ON CONCRETE WALL SINGLE BEAM SPAN DOOR OR WINDOW HEADER 1- REQUIRED LENGTH (in) = TOTAL REACTION (lb) / (F C x b) WHERE b = 1¾ x NUMBER OF PLIES; 2- LERAL IS REQUIRED EACH TO PREVENT ROTION LERAL DISPLACEMENT; 3- LENGTH SPECIFIED REQUIRES A WIDTH EQUAL TO OR LARGER THAN THE WIDTH (b) OF THE ED BEAM; 4- TABULED REQUIRED LENGTHS NORMAL DURION OF LOAD. REQUIRED LENGTHS SHALL NOT BE ADJUSTED OTHER LOAD DURIONS. Page 11

MAXIMUM AXIAL LOAD (P f, in pounds) effective length of column (2) ON COLUMN ASSEMBLED WITH NAILS (1) Column size (inches) 3½" x 3½" 3½" x 5½" 3½" x 7¼" 5¼" x 5½ 5¼" x 7¼" 7" x 7¼" 6 63 179 237 33767 4506 62473 7 9 730 195 31523 42452 60661 7300 4 1595 2699 3944 533 9 6044 9926 136 25542 3419 555 5061 276 955 22429 30631 521 11 429 695 9241 19635 260 4237 3675 5962 74 17221 2341 441 13 30 52 6797 157 643 401 2776 4476 5915 13425 244 36349 15 11953 1 32934 692 464 294 17 9611 97 27179 60 11701 2477 19 774 597 22670 7171 963 796 21 6557 00 19130 22 1764 23 323 24 15137 ON COLUMN ASSEMBLED WITH BOLTS (1) effective length of column (2) Column size (inches) 3½" x 3½" 3½" x 5½" 3½" x 7¼" 5¼" x 5½ 5¼" x 7¼" 7" x 7¼" 6 45 244 220 39263 52911 73 7 249 17600 23460 364 4976 70621 44 495 193 33025 45679 67547 9 7035 1 000 29371 40967 63931 5930 070 13393 2567 36225 59772 11 5053 533 11336 22736 35 552 4351 7306 969 030 2044 50534 13 372 63 379 17721 24779 46003 3315 55 7305 15756 21979 400 15 079 1959 37995 643 17543 34595 17 107 1575 31573 337 266 293 19 9409 94 26513 594 11799 24397 21 77 791 22511 22 25 23 193 24 17955 : 1- TABULED VALUES ARE NORMAL DURION OF LOAD (C D = 1,0). MAXIMUM AXIAL LOAD SHALL BE PERMITTED TO BE ADJUSTED OTHER LOAD DURIONS AS PERMITTED BY THE CODE; 2- EFFECTIVE LENGTH IS THE DISTANCE BETWEEN CENTERS OF RESTRAINING MEMBERS; 3- TABLES ASSUME TH THE COLUMN IS UNBRACED LERALLY EXCEPT THE OF THE GLOBAL LVL COLUMN; 4- SEE FIGURES NAILING BOLTING SCHEDULES; 5- TABLES ASSUME AN ECCENTRICITY = 1/6 OF THE LARGER DIMENSION OF THE COLUMN (THICKNESS OR WIDTH); 6- TABULED MAXIMUM AXIAL LOADS ARE BASED ON APPARENT MODULUS OF ELASTICITY (E = 1.9 x 6 PSI); 7-1/2" DIAM. BOLTS WITH 2" EXTERIOR DIAM. WASHERS UNDER HEAD NUT, IN COMPLIANCE WITH ASTM STARD A307; - TYPE OF NAILS: 2 PLIES = 3½" COMMON NAILS (0,2" DIAM.); 3 PLIES = 5" COMMON NAILS (0,2" DIAM.); 4 PLIES = 7" COMMON NAILS (0,2" DIAM.); 9- TABLE ASSUME A SINGLE AXIAL LOAD. OTHER LOAD CASES, CONTACT GLOBAL LVL INC. TECHNICAL DEPARTMENT. Page

GENERAL GLOBAL LVL Inc. 4, BOIVIN STREET VILLE-MARIE (QUEBEC) CANADA J9V 1B6 TEL.: (19) 629-3600 FAX.: (19) 629-3602 REPORT FROM ACCREDITED CERTIFICION ORGANIZION APA PRODUCT REPORT NUMBER: PR-L301 (THE ENGINEERED WOOD ASSOCIION) GUARANTEE GLOBAL LAMINED VENEER LUMBER IS PRODUCED UNDER A QUALITY ASSURANCE PROGRAM AUDITED BY APA. PRODUCT SHALL BE IDENTIFIED BY A LABEL THE MANUFACTURER'S NAME (GLOBAL LVL INC.) /OR TRADEMARK, THE APA ASSIGNED PLANT NUMBER (99), THE LVL GRADE, THE APA LOGO, THE REPORT NUMBER PR-L301, A MEANS OF IDENTIFYING THE DE OF MANUFACTURING. GLOBAL LVL INC. GUARANTEES TH, WHEN USED IN ACCORDANCE WITH TABLES RECOMMENDIONS PUBLISHED IN THIS DOCUMENT INSTALLED TO MEET BUILDING CODE STARDS REQUIREMENTS, GLOBAL LVL WILL PERM TO THE SPECIFICIONS HEREIN. SHOULD THE USER OF GLOBAL LVL FAILS TO COMPLY WITH DA INMION PUBLISHED HEREIN, THIS GUARANTEE WILL BECOME NULL VOID, GLOBAL LVL INC. WILL NOT BE LIABLE ANY DAMAGE RESULTING EITHER DIRECTLY OR INDIRECTLY FROM THE IMPROPER INSTALLION /OR USE OF GLOBAL LVL. Page 13

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