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

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

2 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

3 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 Moment (lb-ft) (1) Shear (lb) Moment of inertia (in 4 ) 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 = Modulus of elasticity () 2,0E+06 E = 2.0x 6 (true) 2.0x 6 (true) Tension parallel to grain (3) F t = Compression perpendicular to grain F c = Compression parallel to grain F c// = Longitudinal shear F v = 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

4 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/ : : 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): 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

5 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/ 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/ 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/ 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

6 FLOOR (C D =1.0) - BEAM SPAN TABLES Tributary 5½" 7¼" 9¼" 9½" 11⅞" 11½" Loads (psf) width A/ 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 " " " ,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" , 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

7 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 ) (psf) (psf) ,3,779,3, ,47 24,47 35,24,77,19,36,19,11,,11,60,,60 24,47 36,71 36, ,3,77,36 9,3,19,77,36 9,3,11,19,77,,36,60,11,19,,60,11,,60 24,47 24, ,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, ,,,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= ,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, ,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, ,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, ,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, , ,39 7,09 6,4 9,2,59,07 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, ,3,,19,61,71 19,21 17, , , ,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, ,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, ,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, ,99 27, 24,21 30,37 26,99 23,62 34,7 30,99 27, ,63 30,37 26,99 36,32 34,7 30,993,73 31,63 30,37 36,32 34, ,6342,60 36,32 33,74 40,93 26,99,40,9 21,79 19,40 22,27,03 23, ,09 24,21 23, , ,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, ,73 25,13 22,44 2, 25,01 21, 2,73 25, ,31 2, 25,01 33,66 32,32 2,73 29,31 2, 33,66 32, ,3139,49 33,66 25, , ,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, , ,63,03 19,40,9,35 17,43, 21,09,03 19,40,55,35 17,43 23,62 21,09,03,55, ,99 23,62 21,09 26,43 23,49,55 26,99 23, ,53 26,43 23,49 31,63 30,37 26,99 27,53 26,43 30, ,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, ,43 30,01 30,37 27,53 31, , ,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, , 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, , ,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, ,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, ,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, , , ,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, 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

8 ROOF SNOW (C D = 1.15) - BEAM SPAN TABLES Loads (psf) Tributary 5½" 7¼" 9¼" 9½" 11⅞" width A/ " " " " 22" 24" ,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

9 ROOF SNOW (C D = 1.15) - BEAM SPAN TABLES Loads (psf) Tributary 5½" 7¼" 9¼" 9½" 11⅞" width A/ " " " " 22" 24" ,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, ,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, 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, ,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22,,41,62,47,99,53 21, ,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, ,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, ,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, 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, ,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22,,41,62,47,99,53 21, ,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, ,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, ,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, 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, ,66 6,53 7,46,60 9,52,9 9,77 11,2 11,5 13,35,22,,41,62,47,99,53 21, ,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, " 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

10 MULTIPLE MEMBER CONNECTIONS TOP LOAD (1) Depth (in) 5½ to ½ to ¾ Number of plies 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) 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) = 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 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 = 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

11 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") ½ 1½ 1½ 1½ ½ 1½ 1½ ¾ 1½ 1½ ½ 1½ ½ 1¾ 1½ ½ ½ 2½ 1¾ ¾ ½ 3 2¼ ½ 2½ ½ 3¾ 2¾ ½ 4½ 3¼ ¾ 3½ ½ 5 3¾ 000 5½ ½ 5¾ 4¼ ½ ½ 6½ 4¾ 000 6¾ ¼ ½ 5½ ¾ 5¾ ½ 6¼ ¾ 6½ ¾ ½ ¾ 7¼ ½ ¾ ¼ ½ ¾ ¼ ½ ¾ 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

12 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" 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" : 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

13 GENERAL GLOBAL LVL Inc. 4, BOIVIN STREET VILLE-MARIE (QUEBEC) CANADA J9V 1B6 TEL.: (19) FAX.: (19) 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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