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42 11th ST - FLOOR TRUSSES i • ' i ItlioIItUlpltn Alpine, an ITW Company ,,�.,h H `"i,,, 2400 Lake Orange Drive suite 150 Orlando FL 32837 $ \t`�.•.. ..... i�,'''� Florida Engineering Certificate of Authorization Number:0 278 + Florida Certificate of Product Approval#FLI999 = e' ti •.. Page 1 of I Document ID:1 VOZ235-Z01 14105007 z J• - 0.708 1 1 Truss Fabricator: Lunber Unlimited Job Identification: 51130A-(INSPIRED HOMES )42 11TH ST. DUVAL CTY -- ATLANTIC VET},, Ffg t , v.3( . • D I0MES Truss Count: 43 • • .. <,, Model Code: Florida Building Code 5th Edition (2014) ,-'s��,l` •'�� A��It.•'• Truss Criteria: TP I-2007(STD) �i,ssi..f,. •,sz...4 Engineering Software: Alpine Software,Version 15.01. ` � Structural Engineer of Record: LUIS PONT I GO 53311 Address: 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration 03/14/2016 Floor - 55.0 PSF @ 1.00 Duration Wind - 130 MPH ASCE 7-10 -Closed Notes 1. Determination as to the suitability of these truss conponents for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust retch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss conponent drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lunber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the FOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: STRBRIBR-DEFLCAMB- # Ref Description Draring# Date # Ref Description Drawing# Date 1 74282--F1 16074042 03/14/16 34 74'15--B35 16074075 03/14/16 2 74283--F2 16074072 03/14/16 35 74316--636 16074059 03/14/16 3 74284--F3 16074080 03/14/16 36 74317--B37 16074055 03/14/16 4 74285--F4 16074071 03/14/16 37 74318--C38 16074060 03/14/16 5 74286--F5 16074044 03/14/16 38 74319--EJ39 16074077 03/14/16 6 74287--F6 16074081 03/14/16 39 74320--EJ40 16074064 03/14/16 7 74288--F7 16074050 03/14/16 40 74321--HJ41 16074078 03/14/16 8 74289--F9 16074082 03/14/16 41 74322--HJ42 16074066 03/14/16 9 74290--F10 16074079 03/14/16 i 42 74323--CJ43 16074076 03/14/16 10 74291--F11 16074176 03/14/16 143 74324--CJ44 16074063 03/14/16 11 74292--F13 16074057 03/14/16 12 74293--F14 16074052 03/14/15 13 74294--F15 16074048 03/14/16 14 74295--F16 16074051 03/14/16 15 74296--F17 16074049 03/14/16 16 74297--F18 16074083 03/14/16 17 74298--F19 16074056 03/14/16 18 74299--F20 16074062 03/14/16 19 74300--F21 10.1074054 03/14/16 20 74301--F22 16074065 03/14/16 21 74302--F23 16074053 03/14/16 22 74303--F24 16074046 03/14/16 i 23 74304--F25 16074058 03/14/16 24 74305--F26 16074047 03/14/16 25 74306--F27 16074045 03/14/16 26 74307--F2y 16074067 03/14/16 27 74308--r29 16074061 03/14/16 28 74309--FT8 2-PLY 16074043 03/14/16 29 74310-430 16074073 03/14/16 30 74311--A31 16074069 03/14/16 31 74312--A32 16074070 03/14/16 32 74313--B33 16074074 03/14/16 33 74314--B34 16074068 03/14/16 g iparcaroit 5 prli ga §- . fug a0 -,1C1-0 .:Igi -ge. 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MemberlD: BM-1 Usage: BEAM Max Deflection: LL=U360 TL=L1240 3 1/2" 31/2" -630psi 630psi 10'2"(9'10 1/2"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0' 10'2' 15 1 1/2's.c. +Wall(plf) 110.0 0' 10'2" 2 Trapezoidal(plf) 0.0 133.0 0.0 71.9 125% 0' 7' 3 Concentrated(lbs) 2504.0 1353.5 125% 7' 4 Concentrated(lbs) 1223.0 661.1 125% 9' 5 Span Carried(psf) 37.0 20.0 125% 0' 6' 4'4"s.c.(Slope:0.0/12) 6 Concentrated(lbs) 338.0 182.7 125% 6' 7 Uniform(plf) 124.0 0.0 90% 0' 10'2" Uniform(plf) 14.78 0' 10'2" Self Weight If'Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 Max Reaction 4836 6549 Max 100% 1538 1538 Max 125% 892 1817 Min Reaction 2407 3194 Min 100% 1538 1538 Min 125% 892 1817 DL Reaction 2407 3194 Min Bearing 1.92" 2.59" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 4689 1 10'0 1/4' 71 13300 125% 0.35 M(ft-lbs) 11433 1 5'8 3/8' 21 36420 100% 0.31 LtRn(lbs) 4229 0 0' 71 7718 0.55 See Note 5 RtRn(lbs) 5710 0 10'2" 71 7718 0.74 See Note 5 LLDefl(") 0.05 1 5'1' 71 0.34 L/2693 TLDefl(") 0.10 1 5 1" 71 0.51 L/1180 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3114/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerTM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-2 Usage: BEAM Repetitive Incr. Yes Max Deflection: LL=L1360 TL=L1240 UI5 1/2" 3 1/2" U 630psi -630psi 1'4" I 22'4" LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 37.0 20.0 125% 0 0' 12'8" 2'10"s.c.(Slope:0.0/12) +Wall(p11) 124.0 0 0' 12'8" 2 Span Carried(psf) 37.0 20.0 125% 0 1'4" 12'8" 4'2's.c.(Slope:0.0/12) 3 Concentrated(Ibs) 6549.0 5239.2 100% 0 12 9 3/4' 4 Concentrated(Ibs) 944.0 510.3 125% 0 12 8" Uniform(plf) 29.56 0 0' 23'8" Self Weight If"Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 2 3 SUPPORTS (Ibs) 1 2 Max Reaction 6405 4897 Max 100% 2546 2693 Max 125% 882 460 Min Reaction 2976 1743 Min 125% 39 -1 DL Reaction 2976 1744 Min Bearing 3.00" 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 4956 2 0'2 3/4" 21 21280 100% 0.23 M(ft-lbs) 46418 2 11'5 3/4" 21 75752 100% 0.61 RtRn(Ibs) 4437 0 23'8' 21 15435 0.29 See Note 6 IntRn(Ibs) 5548 0 1'4" 71 24255 0.23 See Note 6 LLDefl(") -0.08 1 0' 21 0.20 2U-411 TLDefl(") -0.13 1 0' 21 0.20 2U-240 LLDefl(") 0.44 2 11'2 1/2" 21 0.74 L/610 TLDefl(") 0.73 2 11'21/2' 21 1.12 L/368 USE: onCENTER LVL 2.0E 1 3/4"x 16"4 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 112"through bolts @ 24"o.c.(one row 2"from top,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Design assumes a 4%increase in bending stress for repetitive member use. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. LUMBER UNLIMITED RICHARD TINGLEY 3114/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerTM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-2 12.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 14.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerT"©2011-2015 BlueLinx Corporation Version: 16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-3 Usage: BEAM Max Deflection: LL=L/360 TL=L1240 3 1/2" 3 1/2" 630psi -630psi 4'10" LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 4'10" 17'3 1/2"s.c. +Wall(plf) 124.0 0 0' 4'10" 2 Span Carried(psf) 37,0 20.0 125% 0 0' 4'10" 22'4"s.c.(Slope:0.0/12) Uniform(plf) 14.78 0 0' 4'10" Self Weight If'Applied To'is blank,all plies are assumed to be loaded equally. `Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 2379 2379 Max 100% 836 836 Max 125% 540 540 Min Reaction 1003 1003 Min 100% 836 836 Min 125% 540 540 DL Reaction 1003 1003 Min Bearing 1.50" 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 713 1 0'1 314" 21 10640 100% 0.07 M(ft-lbs) 2222 1 2'5" 21 36420 100% 0.06 LtRn(Ibs) 2035 0 0' 71 7718 0.26 See Note 5 RtRn(lbs) 2035 0 4'10" 71 7718 0.26 See Note 5 LLDefl(") 0.00 1 2'5' 71 0.16 L/26438 TLDefl(") 0.00 1 2'5' 71 0.24 L113404 USE: onCENTER LVL 2.0E 1 3/4" x 16" 2 Plies onCENTER®LVL by BlueLinx Grade,Depth.Plies selected by user Connect plies together with 3 rows of 0.162"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerTM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-4 Usage: BEAM Max Deflection: LL=U360 TL=L1240 I3 1/2" 3 1/2" �J 630psi -630psi 1'4" I 20'3 1/2" LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Concentrated(Ibs) 2379.0 1903.2 100% 0 4'5 3/4' 2 Span Carried(psf) 37.0 20.0 125% 0 0' 4'5 3/4' 2's.c.(Slope:0.0/12) +Wall(ptf) 124.0 0 0' 4'5 3/4' 3 Concentrated(Ibs) 962.0 769.6 100% 0 4'4' Uniform(ptf) 14.78 0 0' 21'7 1/2' Self Weight If'Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. LOAD PATTERNS (*=span loaded) 1 2 1 * * 2 * 3 * SUPPORTS(Ibs) 1 2 Max Reaction 3689 693 Max 100% 2264 409 Max 125% 86 5 Min Reaction 1340 279 Min 125% 28 -1 DL Reaction 1340 280 Min Bearing 3.00" 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 3166 2 0'1 3/4' 21 10640 100% 0.30 M(ft-lbs) 9633 2 3 1 3/4' 21 36420 100% 0.26 RtRn(lbs) 689 0 21'7 1/2' 21 7718 0.09 See Note 6 IntRn(Ibs) 3604 0 1'4' 21 7718 0.47 See Note 6 LLDefl(") -0.04 1 0' 21 0.20 2U-756 TLDefl(") -0.06 1 0' 21 0.20 2U-526 LLDefl(") 0.15 2 10'1 3/4" 21 0.68 U1628 TLDefl(") 0.22 2 10'1 3/4' 21 1.01 U1103 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizern"©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130.4211TH ST. MemberlD: BM-4 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.60+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizern"©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-5 Usage: BEAM Max Deflection: LL=L1360 TL=L1240 3 1/2" 1 31/2" 3 1/2" -630psi �J 630psi -630psi 4'3 3/4" I 4'1 3/4" LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 8'5 1/2" 12 s.c. Uniform(plf) 14.78 0 0' 8'5 1/2" Self Weight If"Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. LOAD PATTERNS (*=span loaded) 1 2 1 * * 2 * 3 * SUPPORTS(Ibs) 1 2 3 Max Reaction 574 1665 551 Max 100% 452 1269 437 Min Reaction 64 395 46 Min 100% -59 617 -69 DL Reaction 122 395 115 Min Bearing 1.50" 3.00" 1.50" (Based on bearing stress below] Brg Stress(psi) 630 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 285 1 4'2' 21 10640 100% 0.03 M(ft-lbs) 705 1 4'3 3/4' 21 36420 100% 0.02 LtRn(lbs) 574 0 0' 22 7718 0.07 RtRn(lbs) 551 0 8'51/2 23 7718 0.07 IntRn(Ibs) 1665 0 4'3 3/4' 21 7718 0.22 LLDefl(") 0.00 1 2 1 7/8' 22 0.14 L/95380 TLDefl(") 0.00 1 2 1 7/8" 22 0.22 L/80181 LLDefl(") 0.00 2 2'0 7/8' 23 0.14 U105554 TLDefl(") 0.00 2 2'0 7/8" 23 0.21 L/90567 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizer ©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-4211TH ST. MemberlD: BM-6 Usage: BEAM Max Deflection: LL=L1360 TL=L/240 3 1/2" 3 1/2" -630psi -630psi 9'6"(9'2 1/2"Clear) LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Concentrated(lbs) 551.0 440.8 100% 0 4'6 1/4" 2 Span Carried(psf) 50.0 40.0 100% 0 0' 9'6' 6'3 1/2"s.c. 3 Span Carried(psf) 50.0 40.0 100% 0 4'6 1/4' 9'6' 4'7 s.c. Uniform(plf) 14.78 0 0' 9'6" Self Weight If"Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 Max Reaction 1256 1501 Max 100% 948 1144 Min Reaction 307 356 Min 100% 948 1144 DL Reaction 307 356 Min Bearing 1.50' 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 1090 1 9'4 1/4" 21 10640 100% 0.10 M(ft-lbs) 3918 1 4'61/4' 21 36420 100% 0.11 LtRn(lbs) 1256 0 0' 21 7718 0.16 RtRn(lbs) 1501 0 9'6" 21 7718 0.19 LLDefl(") 0.02 1 4'9" 21 0.32 U5965 TLDefl(") 0.03 1 4'9" 21 0.48 U4555 USE: onCENTER LVL 2.0E 1 314"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizern4 0 2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-7 Usage: BEAM Repetitive Incr. Yes Max Deflection: LL=L1360 IL=L1240 3 1/2" 5 1/2" -630psi -630psi I 10'7"(10'2 1/2"Clear) I LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Concentrated(Ibs) 1501.0 1200.8 100% 0 4'5 1/4" 2 Concentrated(Ibs) 4595.0 3676.0 100% 0 5 1 3/4" 3 Span Carried(psf) 50.0 40.0 100% 0 0' 5 1 3/4" 12'5 1/2"s.c. 4 Uniform(plf) 124.0 0.0 90% 0 0' 10'7" 5 Concentrated(Ibs) 1623.0 1298.4 100% 0 6'10 1/4' 6 Concentrated(Ibs) 3136.0 2508.8 100% 0 8'2 1/4' 7 Concentrated(Ibs) 2637.0 2109.6 100% 0 9'7' Uniform(plf) 16.44 0 0' 10'7" Self Weight If'Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 6720 9861 Max 100% 4781 7295 Min Reaction 1938 2567 Min 100% 4781 7295 DL Reaction 1938 2567 Min Bearing 2.03" 2.98" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 9244 1 10'41/4' 21 11844 100% 0.78 M(ft-lbs) 27532 1 5 1 3/4' 21 33195 100% 0.83 LtRn(Ibs) 6720 0 0' 21 11576 0.58 RtRn(lbs) 9861 0 10'7' 21 18191 0.54 LLDefl(") 0.26 1 5'3' 21 0.35 L/488 TLDefl(") 0.35 1 5'3' 21 0.53 L/360 USE: onCENTER LVL 2.0E 1 314" x 11 7/8" 3 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 0.162"x 3112"nails @ 12"o.c.(one row 2"from top,one row 2"from bottom).Specified attachment is from each side. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design assumes a 4%increase in bending stress for repetitive member use. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-8 Usage: BEAM Max Deflection: LL=LI360 TL=L1240 3 1/2" 3 1/2" —630psi —630psi 8'10"(8'6 1/2"Clear) I LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 8'10" 29'1 1/2"s.c. Uniform(plf) 10.96 0 0' 8'10" Self Weight If'Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 3264 3264 Max 100% 2573 2573 Min Reaction 692 692 Min 100% 2573 2573 DL Reaction 692 692 Min Bearing 1.50" 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 2425 1 0'1 3/4' 21 7896 100% 0.31 M(ft-lbs) 7209 1 4'5" 21 21278 100% 0.34 LtRn(lbs) 3264 0 0' 21 7718 0.42 RtRn(lbs) 3264 0 8'10' 21 7718 0.42 LLDefl(") 0.08 1 4'5" 21 0.29 L/1298 TLDefl(") 0.10 1 4'5" 21 0.44 L/1023 USE: onCENTER LVL 2.0E 1 3/4"x 11 7/8"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 0.162"x 3112"nails @ 12"o.c.(one row 2"from top,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). 1 ll LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerTM 0 2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-9 Usage: BEAM Max Deflection: LL=L/360 TL=L1240 6" 3 1/2" —630psi —630psi 17'1"(16'8 1/4"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Concentrated(Ibs) 13329.0 10663.2 100% 0 0'8 1/4" Uniform(plf) 14.78 0 0' 17'1" Self Weight If"Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 12919 663 Max 100% 10234 429 Min Reaction 2685 234 Min 100% 10234 429 DL Reaction 2685 234 Min Bearing 5.86' 1.50' [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 5658 1 0'3' 21 10640 100% 0.53 M(ft-lbs) 8878 1 0'8 1/4' 21 36420 100% 0.24 LtRn(lbs) 12919 0 0' 21 13230 0.98 RtRn(lbs) 663 0 17'1" 21 7718 0.09 LLDefl(") 0.10 1 8'7 1/8' 21 0.57 L/2129 TLDefl(") 0.13 1 8'7 1/8' 21 0.85 L/1550 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerT"'©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-11 Usage: BEAM Repetitive Incr. Yes Max Deflection: LL=LI360 TL=LI240 6" 6" -630psi -630psi 22'5 1/2"(21'11 1/2"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 4'6" 17'1"s.c. 2 Partial(plf) 1268.0 1014.4 100% 0 1'6' 9'9 3/4" 3 Concentrated(Ibs) 12919.0 10335.2 100% 0 9'9 3/4" 4 Concentrated(Ibs) 3264.0 2611.2 100% 0 4'6 3/4" 5 Span Carried(psf) 50.0 40.0 100% 0 10'9 3/4' 22'5 1/2" 17 1"s.c. Uniform(plf) 44.32 0 0' 22'5 1/2" Self Weight If'Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 21278 13337 Max 100% 16624 10271 Min Reaction 4654 3065 Min 100% 16624 10271 DL Reaction 4654 3065 Min Bearing 4.82' 3.02" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 19345 1 0'3" 21 31920 100% 0.61 M(ft-lbs) 131174 1 9'9 3/4" 21 157172 100% 0.83 LtRn(lbs) 21278 0 0' 21 26460 0.80 RtRn(Ibs) 13337 0 22'5 1/2' 21 26460 0.50 LLDefl(") 0.51 1 11'2 3/4" 21 0.75 L1529 TLDefl(") 0.65 1 11'2 3/4" 21 1.12 L/413 USE: onCENTER LVL 2.0E 1 314"x 24"4 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 112"through bolts @ 24"o.c.(one row 2"from top,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Design assumes a 4%increase in bending stress for repetitive member use. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). rj 4 LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizer'TM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-12 Usage: BEAM Max Deflection: LL=U360 TL=L1240 3 1/2" 3 1/2" -630psi -630psi I 3'1" I LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 3'1' 7'9 1/2"s.c. +Wall(plf) 124.0 0 0' 3'1' 2 Span Carried(psf) 37.0 20.0 125% 0 0' 3'1' 2's.c.(Slope:0.0/12) Uniform(plf) 14.78 0 0' 3 1' Self Weight If'Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 571 571 Max 100% 240 240 Max 125% 31 31 Min Reaction 300 300 Min 100% 240 240 Min 125% 31 31 DL Reaction 300 300 Min Bearing 1.50' 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 22 1 1'2 5/16' 21 10640 100% 0.00 M(ft-Ibs) 417 1 1'6 1/2" 21 36420 100% 0.01 LtRn(lbs) 540 0 0' 21 7718 0.07 See Note 5 RtRn(lbs) 540 0 3 1" 21 7718 0.07 See Note 5 LLDefl(") 0.00 1 1'6 1/2" 21 0.10 L/278966 TLDefl(") 0.00 1 1'6 1/2" 21 0.15 U124004 USE: onCENTER LVL 2.0E 1 314"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=0,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizer'M©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-13 Usage: BEAM Max Deflection: LL=LI360 TL=LI240 3 1/2" 3 1/2" -630psi -630psi I 3'1" I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 37.0 20.0 125% 0 0' 3'1' 3 s.c.(Slope:0.0/12) +Wall(plf) 124.0 0 0' 3'1' Uniform(plf) 14.78 0 0' 3 1' Self Weight If'Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 300 300 Max 125% 46 46 Min Reaction 253 253 Min 125% 46 46 DL Reaction 253 253 Min Bearing 1.50' 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 10 1 1'2 5/16' 10 9576 90% 0.00 M(ft-lbs) 195 1 1'6 1/2' 10 32778 90% 0.01 LtRn(lbs) 300 0 0' 41 7718 0.04 RtRn(lbs) 300 0 3 1" 41 7718 0.04 LLDefl(") 0.00 1 1'6 1/2" 41 0.10 L/370000 TLDefl(") 0.00 1 1'6 1/2" 41 0.15 [1223761 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizerm©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-14 Usage: BEAM Max Deflection: LL=U360 TL=L1240 31/2" 113 1/2" 1000 psi 1 630 P u si 12'9 3/4" I 2'0 3/4" LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.00 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Concentrated(Ibs) 571.0 456.8 100% 0 7'7 3/4' 2 Concentrated(Ibs) 300.0 240.0 100% 0 14'6 3/4" 3 Span Carried(psf) 37.0 20.0 125% 0 7'9 1/2" 14'10112' 32 1"s.c.(Slope:0.0/12) +Wall(plf) 124.0 0 7'9 1/2" 14'101/2' 4 Span Carried(psf) 50.0 40.0 100% 0 0' 14'10 1/2' 18'31/2's.c. Uniform(plf) 14.78 0 0' 14'101/2' Self Weight If"Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. LOAD PATTERNS (*=span loaded) 1 2 1 * * 2 k 3 * SUPPORTS(Ibs) 1 2 Max Reaction 3869 9254 Max 100% 2528 3704 Max 125% 316 2010 Min Reaction 878 3539 Min 100% -94 1088 Min 125% -53 715 DL Reaction 1025 3539 Min Bearing 1.61' 3.00" [Based on bearing stress below] Brg Stress(psi) 630 750* ['Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 3826 1 12 8" 21 10640 100% 0.36 M(ft-lbs) 13368 1 7'7 3/4" 22 36420 100% 0.37 LtRn(lbs) 3553 0 0' 22 7718 0.46 See Note 6 IntRn(lbs) 7825 0 12 9 3/4' 71 9188 0.85 See Note 6 LLDefl(") 0.11 1 6'4 718" 22 0.43 L/1443 TLDefl(") 0.16 1 6'4 7/8' 22 0.64 U952 LLDefl(") -0.05 2 2'0 3/4' 22 0.20 2L/-900 TLDefl(") -0.08 2 70 3/4" 22 0.21 2L/-597 USE: onCENTER LVL 2.0E 1 3/4"x 16" 2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 31/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizern"©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-14 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizerim©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-15 Usage: BEAM Max Deflection: LL=L1360 TL=L1240 3 1/2" 3 1/2" -630psi -630psi 6'10 1/2"(6'7"Clear) LOADS Project Design Loads:Floor:Live= 0.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF S an# Starts Ends Additional Info 1 Uniform(plf) 124.0 0.0 90% 0' 6'10 1/2" 2 Concentrated(Ibs) 2563.0 1385.4 125% 0'10 1/4' 3 Concentrated(Ibs) 189.0 102.2 125% 2'6 3/4" 4 Concentrated(Ibs) 2306.0 1844.8 100% 3'10 3/4" 5 Concentrated(Ibs) 1530.0 1224.0 100% 5 4 1/4" Uniform(plf) 14.78 0' 6'10 1/2" Self Weight If"Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 4178 3364 Max 100% 1070 1999 Max 125% 1277 210 Min Reaction 1830 1155 Min 100% 1070 1999 Min 125% 1277 210 DL Reaction 1830 1155 Min Bearing 1.63' 1.50' [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 2887 1 6'8 3/4' 21 10640 100% 0.27 M(ft-lbs) 6549 1 3'10 3/4' 21 36420 100% 0.18 LtRn(lbs) 3591 0 0' 71 7718 0.47 See Note 5 RtRn(lbs) 3154 0 6'10 1/2" 21 7718 0.41 See Note 5 LLDefl(") 0.01 1 3'5 1/4" 21 0.23 L/6590 0 TLDefl(") 0.02 1 3'5 1/4" 21 0.34 L/3917 USE: onCENTER LVL 2.0E 1 314"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). M o LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerMI 0 2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-16 Usage: BEAM Max Deflection: LL=L/360 TL=L1240 3 1/2" 3 1/2" -630psi -630psi 7'(6'8 1/2"Clear) LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 37.0 20.0 125% 0 0' 7' 4 s.c.(Slope:0.0/12) +Wall(plf) 124.0 0 0' 7' Uniform(plf) 14.78 0 0' 7' Self Weight If'Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 745 745 Max 125% 140 140 Min Reaction 605 605 Min 125% 140 140 DL Reaction 605 605 Min Bearing 1.50" 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 349 1 0'1 3/4" 10 9576 90% 0.04 M(ft-lbs) 1058 1 3'6" 10 32778 90% 0.03 LtRn(lbs) 745 0 0' 41 7718 0.10 RtRn(lbs) 745 0 7' 41 7718 0.10 LLDefl(") 0.00 1 3'6' 41 0.23 U92879 TLDefl(") 0.00 1 3 6' 41 0.35 U17460 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). , LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizern'©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-17 Usage: BEAM Max Deflection: LL=L1360 TL=L1240 3 1/2" 3 1/2" —630psi —630psi I 6'2 1/2"(5'11"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Concentrated(Ibs) 6762.0 5409.6 100% 0 3 5 3/4" Uniform(plf) 14.78 0 0' 6'2 1/2' Self Weight If'Applied To is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 3018 3835 Max 100% 2378 3032 Min Reaction 640 804 Min 100% 2378 3032 DL Reaction 640 804 Min Bearing 1.50" 1.74" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Mow LDF Ratio V(lbs) 3813 1 6'0 3/4" 21 10640 100% 0.36 M(ft-Ibs) 10412 1 3 5 3/4' 21 36420 100% 0.29 LtRn(lbs) 3018 0 0' 21 7718 0.39 RtRn(lbs) 3835 0 6'2 1/2" 21 7718 0.50 LLDefl(") 0.02 1 3 1 1/4" 21 0.21 U3902 TLDefl(") 0.02 1 3 1 114" 21 0.31 U3095 USE: onCENTER LVL 2.0E 1 314"x 16" 2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). • LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizer m 0 2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-18 Usage: BEAM Max Deflection: LL=U360 TL=LI240 3 1/2" 113 1/2" 3 1/2" -630psi �J 630psi -630psi 8'4 1/4" I 4'9,. I LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 8'41/4' 7'7's.c. 2 Span Carried(psf) 50.0 40.0 100% 0 8'4 1/4' 13'1 1/4" 12'9"s.c. 3 Span Carried(psf) 37.0 20.0 125% 0 0' 13'1 1/4' 28'8"s.c.(Slope:0.0/12) Uniform(plf) 14.78 0 0' 13'1 1/4' Self Weight If"Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 1 * * 2 * 3 * SUPPORTS(Ibs) 1 2 3 Max Reaction 2540 6762 1519 Max 100% 533 1604 551 Max 125% 1007 2502 619 Min Reaction 935 2656 -164 Min 100% -31 692 -178 Min 125% -35 778 -336 DL Reaction 1001 2656 349 Uplift 0 0 164 Min Bearing 1.50" 3.00' 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 2082 1 8'21/2" 71 13300 125% 0.16 M(ft-Ibs) 4221 1 8'4114" 71 44118 125% 0.10 LtRn(lbs) 2156 0 0' 72 7718 0.28 See Note 6 RtRn(Ibs) 1226 0 13'1 1/4" 73 7718 0.16 See Note 6 IntRn(Ibs) 5735 0 8'4 1/4" 71 7718 0.74 See Note 6 LLDefl(") 0.01 1 4'2 1/8" 72 0.28 L/10766 TLDefl(") 0.02 1 4'21/8" 72 0.42 L/6015 LLDefl(") 0.00 2 2'4 1/2" 72 0.16 U-30568 TLDefl(") 0.00 2 2'4 1/2" 72 0.24 U-24389 USE: onCENTER LVL 2.0E 1 314"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Provide approved uplift resistance at supports with negative reactions. LUMBER UNLIMITED RICHARD TINGLEY 3114/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerT"©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130.4211TH ST. MemberlD: BM-18 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). ■ • ' LUMBER UNLIMITED RICHARD TINGLEY 3114/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerTM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-19 Usage: BEAM Max Deflection: LL=L/360 TL=L1240 3 1/2" 3 1/2" -630psi -630psi 8'10 3/4"(8'7 1/4"Clear) LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 8'10 3/4" 11's.c. Uniform(plf) 14.78 0 0' 8'10 3/4" Self Weight If'Applied To'is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 Max Reaction 1289 1289 Max 100% 979 979 Min Reaction 310 310 Min 100% 979 979 DL Reaction 310 310 Min Bearing 1.50' 1.50" [Based on bearing stress below] Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 860 1 0'1 314' 21 10640 100% 0.08 M(ft-lbs) 2866 1 4'5 318' 21 36420 100% 0.08 LtRn(lbs) 1289 0 0' 21 7718 0.17 RtRn(lbs) 1289 0 8'10 314" 21 7718 0.17 LLDefl(") 0.01 1 4'5 318" 21 0.30 L18228 TLDefl(") 0.02 1 4'5 318" 21 0.44 lJ6247 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). LUMBER UNLIMITED RICHARD TINGLEY 3/14/2016 8:59 AM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerMg©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: 51130-42 11TH ST. MemberlD: BM-20 Usage: BEAM (Roof) Max Deflection: LL=U240 TL=1.1180 Slope: 0/12 3 1/2" 3 1/2" -630 psi P 8'(7'8 1/2"Clear) i 630 p si LOADS Project Design Loads:Roof:Live=20.0 psf,Dead=17.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 37.0 20.0 125% 0 0' 6'7 3/4' 15 4 1/2's.c.(Slope:0.0/12) 2 Concentrated(Ibs) 3033.0 1639.5 100% 0 6'7 3/4" Uniform(plf) 8.54 0 0' 8' Self Weight If"Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 1653 3339 Max 100% 278 1362 Max 125% 597 424 Min Reaction 778 1553 Min 100% 278 1362 Min 125% 597 424 DL Reaction 778 1553 Min Bearing 1.50" 1.50' [Based on bearing stress below) Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 2900 1 7 10 1/4" 21 6152 100% 0.47 M(ft-lbs) 3939 1 6'7 3/4' 21 13320 100% 0.30 LtRn(lbs) 1434 0 0' 71 7718 0.19 See Note 5 RtRn(Ibs) 2915 0 8' 21 7718 0.38 See Note 5 LLDefl(") 0.05 1 4' 71 0.40 L/2113 TLDefl(") 0.10 1 4' 71 0.53 L/973 USE: onCENTER LVL 2.0E 1 3/4"x 9 1/4"2 Plies onCENTER LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 0.162"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.User has applied loads with 0 percent duration of load increase to this roof member.If these loads are floor loads,member must be designed as a floor member for correct deflection criteria. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 12.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL).