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HomeMy WebLinkAboutTruss Plans (misc.)~~ ~~~~~ FAMILY ROOM WINDOW ~t~l~L?~f"r..~,t ~. ~ TJ-Beam"" v5.42 Serial Number: 709046179 2 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 11/4/99 4:32:24 PM Page 1 of 1 Build Code: 104 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 5/12 ', n, d 10' 6" All dimensions are horizontal. LOADS: Product Diagram is Conceptual. Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 25' 5.25" Loads(psf): 30 Live at 115% duration, 17 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face ', 4006 / 2520 / 6526 Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 4006 / 2520 / 6526 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 6112 4726 9081 Passed(52%) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 15025 15025 20525 Passed(73%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.200 0.492 Passed(U590) MID Span 1 under Snow Roof loading Total Defl.(in) 0.326 0.656 Passed(U362) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: U240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: MIKE STRATZ NOFFKE LUMBER INC 2750 KILLARNEY COURT RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Copyright ®1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. Microllam® is a registered trademark of Trus Joist MacMillan. ~ . Supplemental Report for TJ-Beam v5.42 Serial Number: 709046179 2 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 11/4/99 4:32:24 PM Page 1 of 1 ~I Member Information: FAMILY ROOM WINDOW Project Information: Operator Information: MIKE STRATZ NOFFKE LUMBER INC 2750 KILLARNEY COURT RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 59901 (920) 235-3080 (920) 2353061 II 9~-10.00° Max. Vertical Reaction Total(lb) b, 6526 Live(lb 9006 ', Required Bearing Length(in) 9.39(W) ~ 4.39(W) Max. Unbraced Length(in) 3~\\``~ Snow Roof loading on all members, LDF = 1.15 ~' Shear(lb) 6112 -6112 Reaction(lb) 6526 6526 I Moment (ft-lb) 15D25 I Live Defl.(in) 0.200 ~ Total Defl.(in) 0.326 Dead load, LDF = 0.90 Shear(lb) 2360 -2360 Reaction(lb) 2520 2520 ~, Moment (ft-lb) 5801 Copyright O 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam® is a registered trademark of Trus Joist MacMillan. ' TJ-Beam"" is a trademark of Trus Joist MacMillan. I ~a~l-,V__,~ DINING ROOM WINDOW TJ-Beam'*" v5.42 Serial Number: 709046179 3 Pcs of 1.5" x 11.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 BEAMUSA 1111 11/4/99 4:25:57 PM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 n, ,n ~ 9' 6" All dimensions are horizontal. ', Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 4' Loads(psf): 30 Live at 115% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 80 24 0 to 9' 6" ' Adds to WALL WEIGHT SUPPORTS: INPUT BEARING ' REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 950 (S1.15) / 486 / 1436 Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 950 (S1.15) / 486 / 1436 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 1335 1014 2717 Passed(37%) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 2948 2948 9154 Passed(32%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.037 0.294 Passed(U999+) MID Span 1 under Snow Roof loading Total Defl.(in) 0.055 0.442 Passed(U999+) MID Span 1 under Snow Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 30' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specfic product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION MIKE STRATZ 2750 KILLARNEY COURT OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 ', Copyright 8 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-Beam^" is a trademark of Trus Joist MacMillan. ~~~t~ Supplemental Report for TJ-Beam v5.42 Serial Number: 709046179 3 Pcs of 1.5" x 11.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 BEAMUSA 1111 11/4/99 4:25:57 PM Page 1 of 1 Member Information: DINING ROOM WINDOW Project Information: Operator Information: MIKE STRATZ NOFFKE LUMBER INC 2750 KILLARNEY COURT BUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 ^ 8'-10.00" ^ Max. Vertical Reaction Total(lb) 1436 1936 Live(lb) 950(51.15) 950(51.15) Required Bearing Length(in) 1.50(W) 1.50(W) ', Max. Unbraced Length(in) 361 ~,. Snow Roof loading on all members, LDF = 1.15 Shear(lb) 1335 -1335 Reaction(lb) 1436 1936 Moment (ft-lb) 2948 Live Def l.(in) 0.037 Total Def l.(in) 0.055 Floor loading on all members, LDF = 1.00 Shear(lb) BOS -805 Reaction(lb) 666 866 Moment (ft-lb) 1777 Live Def L (in) 0.015 Total Def 1.(in) 0.033 Dead load, LDF = 0.90 '. Shear(lb) 952 -452 ', Reaction(lb) 986 486 Moment (ft-lb) 997 Copyright O 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-Beam°" is a trademark of Trus Joist MacMillan. ~~,~`. BEDROOM WINDOW HEADER CARRYING GIRDER TRUSS TJ-eoamTM vs.42 serial Numrxr: 709046179 2 Pcs of 1.75" x 9.5" 1.9E Microilam® LVL BEAMUSA 1111 11Fa99 9:00:22 AM Page 1 of 1 BuNd Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Root Slope: 0 '' 12 n ,n :~3, $„ All dimenstons are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Widih:l7' Loads(pst): 30 Live at 115% duration, l7 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow(1.15) 2481 1405 1' 9" Adds to POINT LOAD FROM GIRDER TRUSS Uniform(plt) Floor(1.00) 335 101 0 to 3' 8" Adds to FLOOR LOAD SUPPORTS: INPUT BEARING ' REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE! DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 2859 (S1.15) / 1473 / 4332 Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 2721 (S1.15) ! 1395 / 4116 Detail Ri SB Shear Blocking -See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s); R1. DESIGN CONTROLS: MAXIMUM DESIGN GONTROL CONTROL LOCATION Shear(Ib} 3917 2777 7265 Passed(38%) Lt. end Span 1 under Snow Roof loading Momerrt(&Ib) 4301 4301 13541. Passed(32%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.018 0.100 Passed(L/999+) MID Span 1 under Snow Roof loading Total Defl.pn) 0.028 0.150 Passed(L/999+} Mlp Span 1 under Snow Roof loading -Deflection Criteria: STANDARD(LL: L/360, TL:LI240). - Braang(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The anatysis presented is output from software developed by Tres Joist MaGuvbllan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product appNcation, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Assoaate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYt PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for multiple pty connection. PROJECT INFORMATION MIKE STRATZ 2750 KILLARNEY COURT Copyright ®1998 by True Joist MaoMNhn, a Nmited partnership, 8ofse, Idaho, USA. TJ-BearnTM is a tiaderriark of True ,!Diet MaoMNlan. Mkxdlarn® I8 a regatersd traderr>erk ~ TrtNr Joist Me<;AflNen. NOFFKE LUMBER INC. BEN STELLMACHER ~, 1601 BOWEN ST. OSHKOSH, Wf 54901 (920)235080 (920)235-3061 ~~(~/~~k~ Supplemental Report for TJ-Beam ,~.~ sera( Numner:,o9oae„9 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL BEAMUSA 1111 11/5/99 9:00:22 AM Page 1 of 1 Member Information: BEDROOM WINDOW HEADER CARRYING GIRDER TRUSS Project Information: Operator Information: MIKE STRATZ NOFFKE LUMBER INC. 2750 KILLARNEY COURT BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 59901 ~I {920)235-3080 i (920)235-3061 ^ 3'- 0.00" ^ Max. Vertical Reaction Total(lb) 4332 16 Live(lb)• 2859( 1.15) ~ 27 {S1L15) Required Bearing Length(in) j 2.91 (W) 2.77(W} Max. Unbraced Length(in) 3 I Snow Roof loading on all members, LDF = 1.15 Shear(lb) 3917 -3701 Reaction(lb) 9332 4116 Moment (ft-lb) 4301 Live Defl.(in) 0.018 Total Defl.(in) 0.028 i Floor loading on all members, LDF 1.00 Shear(lb) 1893 -1765 Reaction(lb) 2088 2009 Moment (ft-lb) 1874 ' Live Defl.(in) 0.003 ' Total Defl.(in) 0.012 Dead load, LDF = 0.90 Shear(lb) 1390 -1262 Reaction(lb) 1973 1395 Moment (ft-lb) 1498 Copyright ® 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam® is a registered trademark of Trus Joist MacMillan. TJ-Beam'" is a trademark of Trus Joist MacMillan. i ,~r~.~a~t ENTRY INTO KITCHEN FROM FRONT HALL TJ-BeamT"' v5.42 Serial Number: 709046179 3 Pcs of 1.5" x 9.25" 1.6E SOLID SAWN DOUGLAS FIR #2 BEAMUSA 1111 11/4/99 4:13:05 PM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 12 n~ ~n All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 16' Loads(psf): 30 Live at 115% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow(1.15) 2481 1405 1' 10.5" Adds to POINT LOAD FROM GIRDER TRUSS Uniform(plf) Floor(1.00) 335 101 0 to 3' 9" Adds to FLOOR LOAD SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 2769 (S1.15) / 1420 / 4189 Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 2769 (S1.15) / 1420 / 4189 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3790 2717 3032 Passed(90%) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 4419 4419 6804 Passed(65%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.009 0.103 Passed(U999+) MID Span 1 under Snow Roof loading Total Defl.(in) 0.014 0.154 Passed(U999+) MID Span 1 under Snow Roof loading -Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 16' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracin~,is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints, splices and fingerjoints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION MIKE STRATZ 2750 KILLARNEY COURT OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Copyright ©1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-Beam'"" is a trademark of Trus Joist MacMillan. ~~~~~~ . Supplemental Report for TJ-Beam v5.42 Serial Number: 709046179 3 Pcs of 1.5" x 9.25" 1.6E SOLID SAWN DOUGLAS FIR #2 BEAMUSA 1111 11/4/99 4:13:05 PM Page 1 of 1 Member Information: ENTRY INTO KITCHEN FROM FRONT HALL Project Information: Operator Information: MIKE STRATZ NOFFKE LUMBER INC 2750 KILLARNEY COURT RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 59901 (920) 235-3060 (920) 2353061 ^ 3'- 1.00" ^ Max. Vertical Reaction Total(lb) 4189 4189 Live(lb) 2769(51.15) 2769(51.15) Required Bearing Length(in) 2.19(W) 2.19(W) Max. Unbraced Length(in) 203 Snow Roof loading on all members, LDF = 1.15 Shear(lb) 3790 -3790 Reaction(lb) 4189 4189 Moment (ft-1b) 9919 Live Defl.(in) 0.009 Total Defl.(in) 0.014 Floor loading on all members, LDF = 1.00 Shear(lb) 1809 -1809 Reaction(lb) 2049 2099 ', Moment (ft-lb) 1936 Live Defl.(in) 0.001 Total Defl.(in) 0.006 '', Dead load, LDF = 0.90 Shear(lb) 1293 -1293 Reaction(1b) 1420 1920 Moment (ft-lb) 1538 Copyright © 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-Beam"" is a trademark of Trus Joist MacMillan. ~a~t POCKET DOOR HEADER FROM FAMILY ROOM INTO DINING TJ-BeamTM' v5.42 Serial Number: 709046179 2 Pcs of 1.75 x 9.5 1.9E Microllam® LVL BEAMUSA 1111 11/5199 9:06:03 AM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 9.4/12 n, ,n ~. $., All dimensions are horizontal. LOADS: Analysis for Header Member Supporting SNOW Application. Loads(psf): 30 Live at 115% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION Uniform(plf) Floor(1.00) 335 101 0 to 6' 8" Product Diagram is Conceptual. Tributary Load Width: 16' APPLICATION COMMENT Adds to FLOOR LOAD SUPPORTS: ' INPUT BEARING , REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 2717 (S1.15) / 1519 / 4236 Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 2717 (S1.15) / 1519 / 4236 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3812 2647 7265 Passed(36%) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 5718 5718 13541 Passed(42%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.063 0.300 Passed(U999+) MID Span 1 under Snow Roof loading Total Defl.(in) 0.099 0.400 Passed(LR29) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: U240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by-Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION MIKE STRATZ 2750 KILLARNEY COURT OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 ' Copyright ©1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-Beam'"" is a trademark of Trus Joist MacMillan. Microllam® is a registered trademark of Trus Joist MacMillan. ~/~ Supplemental Report for 'TCJ-B-elam v5.42 Serial Number: 709046179 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL BEAMUSA 1111 11/5/99 9:06:03 AM Page 1 of 1 !, Member Information: I, POCKET DOOR HEADER FROM FAMILY ROOM INTO DINING Project Information: MIKE STRATI 2750 KILLARNEY COURT ^ 6'- 0.00" ^ Operator Information: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Max. Vertical Reaction Total(lb) 9236 4236 Live(lb) 717( .15~~(51.15) Required Bearing Length(in) 2.85(W) 2.85(W) '~ Max. Unbraced Length(in) ', Snow Roof loading on all members, LDF = 1.15 Shear(lb) 3812 -3812 ''~. Reaction(1b) 4236 4236 i Moment (ft-lb) 5718 Live Defl.(in) 0.063 ' Total Def L (in) 0.099 ~~ Floor loading on all members, LDF = 1.00 ~''~ Shear(lb) 2372 -2372 ~! Reaction(lb) 2636 2636 '~, Moment (ft-lb) 3558 Live Defl.(in) 0.026 ' Total Defl.(in) 0.061 I Dead load, LDF = 0.90 ~'i Shear(lb) 1367 -1367 ' Reaction(lb) 1519 1519 Moment (ft-lb) 2051 Copyright O 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam® is a registered trademark of Trus Joist MacMillan. ~, TJ-Beam'" is a trademark of Trus Joist MacMillan. !. AUG 30 1999 09 34 FR MITEK INC 314 434 9110 TO 19202353061 P.02i03 - Nib ruse ype 99-D2•~ 5-2 ROOF TRUSS I' i 3 1 ST66364 1H , • • n nos. n o -1-z~ 7-41 I i~1.1 _ _ f 2os.• (' ;~~ 7.i1 C10A aiS i , N07iS: q i ~7 PLYWOOD FACii: BRAIN DIRECTION ~' 4.20 12 8x8 9x17,6 Mta 12x15 N116 i~.0 2.4x5 ti .°a, 1 d 1e 8x8V fix5 ~ ~ Dt)E TO BEARM1t3 ATTACH 1l2" PLYWOOD GUBSET (A.PA AREA ON QOTH SIDES OF THE TRUSS A WIRE NA1~8 tiPACED 3" O.C, STAt30ERE 632 9-103 1x1.11 t.b6 8x8 ~ ~'~ 12 REPAIR REQWRtiO ON LEFT SIDE OF TRUSS FOR CRL"ATING 2112' CANTILEVER ON BOTH ENDS OF TRUSS 5x5. 7\` 5x5. 6x8 8 13 si sx12~ tq1 jo ~ 12 8x8 ~ 5x12 1.75 12 2.40 12 TCD SHEATNINCy 32!16 EXP03URt21) TO THE SHADED V~TEDCiE TO BEARING CONN[CT WITH GLUE AND TWO ROWS OF 10d COMMON DRNEN THROUGH AND CLINCHiD. zT~a _ a~.att ~~ z-e t11.1.ta LOgDINO ~ iPACING 2.0.0 C31 ]' AEFL (in) (Ioo) YdMI PLATES dR1P TCLL 30.0 Pletn Incroa•• 1.15 TC 10 .77 Yxrt ) L -0.70 14 >SOi M20 197M44 TCDL 7A Luroberlneroaae 1.15 bC Ib .83 V•rI~T L) •1.10 14 >511 M78 127182 ecLL o.o Rep~•Illor YES we 'o .7y NoR(TL) o.so 1o n1e BCDL 10.0 Code eOCA/AN518C ; ' 141 LC LL Mln Udell a 240 W eight: 252 Ib LuMeeR ~ eRAOtNO (p) TOP CHORD 2 X 6 SPF 21atF 1.6E 'E>aeepM j TOP CHORD Sheathed or 2-5-4 on Gelder Audio spacing. 7-0 2 X 0 0-F No.2, 8-11 2 X 8 SPF No.2 i eOT CHORD Rigid eelGng diroctly eppfisd or 10-0-0 on center breeing. BOT CHORD 2 X 6 8PF 2100F 1.8E ~ WC65 1 Row xt mldpt q-13 WQBS 2 X 4 SPF Slud "Exapt• i 2 Rowe x1113 pis 9-13 7.132X4SPFNo.2,9.132X43PFNet , SLIDGtR L~12 X 8 SPF No.2 3-1-7 REAGTIONB pblsae) 1o-2506/0.6-i, 2^230W0.6.8 Mwt Maz 2=5a(bad wie rf) ~ _ Max Up11R 10--1880ced case 2), 2-•222(load ogee Z} i FORGES (!b) - Ffltl (.cad Case Only TOP CHORD 1-Z*7, 2~-~s18s, 3-4--ti183, 4.6~•-7722, S•W~•6413, a 7, 7-B=~eZ1, i-9e•4821, 9.10x•6391, tal l~lo 90T CHORD 2.16^7683,16.16x6975,14-15~6876,12.14r6734, 12.1 5526,19-12~s2o uuE:BS 7.13=2479, a1,7x-1425, 6.14x899,'.1`1A~de9, 5-1 4.16-,'129, 9.13x-1367, 9-12-229 noTEs I) This true hai bean cheGlaed fOr unbalanced badlnp cOndilions. t) This truss has been designed for the wind loads peherated by 80 mph " nds si 25 H chow Around bwl, using 5.0 psf top atwrd dead Iwd tnd 5.0 pof boltorn ChOfd d•eQ Ipad, too i ron! ryuniaano oceanllne, on an acupanry ralepory I, condidon I enebsad buildilgl, of dimetubra 45 b V 24 ft with enpoauce B ABLE 7-93 per BOCWMt3195 p entl vertlaab or candlevera exirt, they are aeDO3etl l0 ntl. If poroh•• •xlat, they aro not exposed to wind. The lumber DOL IncreAax la 1.33, and the plate grip cruse is 1.33 ~ All plates an M20 plates unless othtstwlse htdioeted. I) 13esrinp at joint(s) 10, 2 considers pansllsl to 9reln Value u•Ing ANSUT 1-1885 angb to grain fonnuha. Building daslgner should vadfy cxpadty of twadnp surface. l) ~ravltle maahanloel connection (by others) of truss to bearin8 plate aR bl• of wlthNanding 196 fb uplift at )Dint 10 •ne 2221b uplNl Af 1cIM Z. 0 Thls trusle nas been designed with ANStRM 1.1!!5 edUria. I .DAD CAS!-i(S) Stantlanl , ~~~~"'~gC OIUS `'"r ~;' STE ~' 'j • • •~~ ~i " ~ ~ ~ " "~`.: -A •• \~ ~~ ~~~~is~ONAL E~~~`,`. AUG 2 fi 1999 ~11ARAg1NO.1-Ir~ d4sigw<~/Mr1 OId tttLA' D JrO~i OX77R!! ~B DBYOIIE Uri ee~ S O+upn vew for we omv Wen uefetc eenneelerr, Thlr OeMpn L eraad eNy paramehw rwwe, ere s to an YrdMdrol ewsana oompansnl le N MMWNO 0110 IDOiletl Y•rIOG.y. ApprerMry N dawn pa-amehe end N bre~o~elbrl el COllla•i1M1 Y Ie10001b81V 01 GiIbAtO 08110ne1 • IIOI In1A dedgner. pednq IhOwn b let lateral wppoq 01 r1ttNWlyd WM m•mtlsn . AddNbhG Nmpelary Draolrlq 10 Ifx4a eaDrly durM-p 0011ghICgOt1 N Irr• rerpOArbgty el the creels. AeasYnal permanent bloeti0 0l 1M overall uNUre b Nre rlY el iM OuYdlnq dwbner. rer generd qubenee reeereMp tebeeerbn, eua•rv sachet Mareee~ dellw.y. «.elbn eM brae canal! O!I-tA OWIAy panderd, pb1.OP t=14xbr8 4C•OM10g118M Olyd MN-Ol . M ® xex~,.•xr••ln..r,e.r...,. swae.ereew»n evwew ~„ rrur rls» l~».>r, O~orreeb crn,e. rweeeer,. ,~ oaf e. ~ iT~k :~. ;, ~ ~. AUG 30 1999 09 35 FR MITEK INC ~ 314 434 9110 TO 19202353061 P.03i03 .,. !L*~~'.~ ROOFTRUSB sti>sa64 ~» _~ ..- -- - • -~ •- •~ , „r r.. ,r,wiVU,iii, 1 ,V. ~ ., f1Yy LI Yi 7VAY liii r~ -~~~ ass i s7is2 ! I 2T•2.a 349 ~aesa ,~ 17 2-e s-Z-6 eaa &2-10 r a.a.tz 7-e-s e.1.a e•~-tz 1•z~ Ij 4.18 12 ~ ~ 5.62 12 t;~~ ax1o= 5x5 16 2x4 I i 8x8 1s4 4x7tr 6x5 t~-s o-2-to ~ ',~ e.e.,z LOADING (pxn aPAO1N0 2-0-0 C31 TILL aoA Plates hlaease 1.16 TC TCDL 7.0 Lurnb•t IrKreas• 1.15 bC IiCLL 0.0 Rep 81re•• Inot `!FS Wo BCOL 1 0.0 Code bOCA/AN5195 WMBfiR TOP CHORD z X t SPF No,2 BQT ONORD 2 X s S~F No.2'du>apt' 2-1a 2 X 6 8PF 16SOf 1.5E WEBS 2 X, SPF 31ud 'Ctrcept• 3-15 2 X 4 9PF Not, 4.13 2 X A SPF Not 5.13 2 X 4 iPF Not, 7-13 x X 4 SPI' No,Z GLIDER Right 2 X 4 SM Stud 3.2-ia ItiAGT10NS (Ih/slx•) 2=2305/0.5-8,10^2303/G'.1.8 Hex Horz 2^87poad was 3) IVlax Upllll 2~ 22~poad was 2),10•-190(Iwd Dose 2) ~ORCCB {Ib) • First Lasd Cme Ordy TOP CHORD 1-2=s, 2-3=~Ottt4, 3.~.gptSa, q.6a.277s, 6-~-2~9, ~ BOT CHORD 2-18'+4733,11.16^a73J. ia•13x362a,131a+~62a 1S WEBS , 3.16.173, 3.15'-981, 415.555, 413x-1443, 5.13^1~ T-b1 4x7 5x5 PIO I~i1MBt I~Gt~lED ROR G'FiEATMKi 2 7/2" chNTN,~VRR oN t'JOTtI 91oES OP rRUSs 12 8x8 = D!R (in) (loc) dds8 .92 vrtlLl.) -0,35 is .spo .9z vrt(Ty -0,se 13-16 ~a7a .il Harz(TL) 0,19 10 tda ~ 1st Lc LL Min Vdsfl ~ 2x0 7 11 5 13 4x10 = 2x4 8 9 191 I~ 8x12 5x5 5x6 47.7-e ~ze.ts /L01TlS Gltl~ MZO 197/1M weipht:253 lh DRACING TOP CHORD Sheathed or 2-1-7 on c•rdar puMn tfpaoih0, DOT CHORD Rigid uilfnp dinc8y appil•d or 1o-ao on center arming. WEBS - arl l-Grose 4.13 =x4 T-Brans 315,7.15 Fasten T std 1 braces to narrow edge of vwb with 10d eotnmoh wtn rraiis Bin o.a., vtlh 3M minlmum end 41st•nc•, Drac• must Dover l09r otvvh 1•rrglh. 7-1=-3613,d-9••3971,9.10=-3971,10.11x9 10.12=35w 633,7.12.325,8-12^-280 NOTES j' 1) Tbls truss has been cheetted tar untralanaed loedin0 canditiorrs. 2) Thls truss Ilat hen d•stgnad far the wind bads ganaratad hY 90 mph nds x121 n ahoy Ground Ixwl, xsing 5.0 pet top drord deed load and 5,0 psf bottom cltoM dead bad, 100 mi rom hurricane oceanllne, on an ocoup^nay oal•gory I, eondltbn I enclosed buHalnp, of dimensions 45 h z4 h vvlth eo~osurs B A9C8 7-83 per BOCA/AN3fl5 M end vettinis or can8tswro ardu, msy as exposes to nd. 8 potthat exlcl, they aro na1 exposed to vNntl. The lumber DOL increase to 1.33, and Ote pleb grip i crease is 1.33 3) al prates ar. tvt20 plates oohs olhwwise indioahd. 4) Provide machanieal connection roy olh•rs) dtruss to tt•ariny pleb I• otvuilhshndinp 2231b uplM at joint 2 and 198 Ib upliR al Join110. ., 5) This trues has h•an d••ig~d Wllh ANSIRPI 1.19DS orheria, LOAD CASE~s) standard ~~~'`va~SC OIVS+~A~,i~,'~ •'~ ~~• ~~ i~~ ~f~~F ~~. ~ ,' • • _i ~ ~ • • ~: ~ ~ ~•~ ~• .~ ~~ ~''4.s~~NA4 ~~;~~`~~ AUG 2 71999 OIYdR1~N6.1rr~l ds•Iprr rsrwrx•1•ra ad J~ 1101DA arrst~ ABi?~ ilt~ti texaroes tole. ~~s ~ O«bn vaWY Nr w^ •NV IreN Mrbt eenn^olara rF,Y tl•rle~ N D•Nd OMy nd•IWr •M 4e,rw v.rrl..er. AMeiAMlw ~1 rid4N wuanNeM and a n POIOTNeR tlprn, and Y Id d1 rrdlNdUel blleeelQ CetnDVtlerll ro Oe ' tnoorvor•Fbn d wr.+ae.wnl V rwpenrlbsly el buldlne d•NprrN - nel IrYrt dw4ner. IreClhd Mourn a ter bteret tuopoe of trwwwual ww rn•rnhsrt o Ad~lenal r•rnpaery trrogno b Uaure Mg44Y ~~ aealruetbn s IM raxenrlhMlr ^t rtes •r.ela. Addelenel p•rrnen•nf tareehe el Ma ewww r.oaaMS INNMIOrt. gvaxY aw+rra.wap.. a..,,..p,.rarterr ens Msneerto itulaer+Y one er.erra a•a•rnmerw tt r wnl r t t .,oruw N IM r41bOMtDMI1y of the twldNp d•Yprr•r. Rer p•rr•rcl puktono• ~/' ..ex•r Data. fw s1.rr•re. eN-sv txaolna iaKN•dbn. CnC Mtn-,1 MiT ~ ® • •n vva en~n rues a e ttua, eat, o oneete awe. Mastery wt es~t v. _ .. _ _ eR ** TOTF~ PRGE.03 ** NOV 12' 99 14:56 FR M I TEK I NDUSTR I E~ 31 4 434 91 1 1~ TO NC~FFKF L.'Jf~I3FR C~' ~ 2.'Ftc 3HEFZE hl.~Y F3E :s - S,'4" ~{t;~LFS LAC r~ ~'>uv EN F.~ °C =~;, C K ~ .t:~ ALONG THE CENI'EFtL11JE. T1~Yc Fk~~ES N13S1" ti~ :, s'AC =L? . v":' LEAST 6" APART. 005"' rtes-" ss e° •-- -----~~~y---~~,--- ---- ~ _._._~.r_ ___ - _..._ 1 ~ ,~1Yh71i"~3 99.0236 T~3A ATTIG '~ Zt 1 . _~ .._~' .-._ .~U=3~:~c}~i r tas Ian.T,e't~:inTii~"L+T'Ti•62'Gff~:`~3T"~rt~------ ~e-ka.~n2 7.5.4 fP11.'S ~ t,~++-s 2A~st•v3 2412 ~+.a 3x4s S•~k -- t:]Ot: i o-7$}9.72 8.T.8 3S-f6 ~'~, D.-a i:.~.. :w-15 ':r>-3 31'!.a .:?a 6x6' REPAIR REQUIRER MULTIPLE kOLES IN 60TTOM CHORD 9.40 12 ~~ 3X7 - ij 3kT = tbc6 W8G \ BICB 13 5 7 6X6 ! I ~ YYQ.`. 3x7 ~~ 3 4 ii 2x84 I 'i ~~\~ ~, MUITI~-E HoI.E& LOCATED g3z1 4 IN THIS B~CT}ON OF 80TTOM 70 crlORv Ii 1 ~~! T;O__~ t ..~ ~~~r~-- _-__-"-.---~ 'RCN ~ 15 I 74 v~ iis;l3 -_. i tOxtO~. i ! 8x°4'= &,~3._ 11 ~I `I ATTACH 2 X 10 X ]6'~" ~YP DS5 3CAa 70 E3t1"ii SIDl=5 OF TRUSTS Wi GI.Uf 8 THREE MOW(S) OR 10D aRdN10P1 WISE NAU.5 {.148":C 3'~ STAGC=REC A~tD SPACED 3` O,G. ( ~Cr ON .~t?G't'I':7"sf W1TM 3~GlLFS) •0'~-ems-I T-s-a E -~ ' - :c•st2 ._ _- aa.f.a yaps _.i asa aat2 3Tfi tiT.oe 3T$ 5.+1.4 TCLL j. j sPACp~O 2.0.0 C81 ', PFales:le t.t5 TC 0.63 TCOI_ 7.0 Ltanberinorease 1.t5 BC O,f30 BCLL 0.0 Rep Stress Iner YES WB 0,78 BCOL 10.0 Gods BOCAlANS195 (MahSc) 1.t.1t4~iR TOP CHORD 2 X E SYP 2400E 2.0E 'Except' &]2 2 X 8 SPF Nei BOT CHORD 2 X 10 3YP 035'lJtoePt' ]1-142X100F SS WEt3S 2 X 4 SPF Sitld'E7ooapt' 3~7 2 X 4 SPF Not WEDt,E LAC 2 X 4 SPF se,a, Rtyht: 2 x 4 3P4= Stud ,ilE/-CTIOIVS(Iblelio> 162518146.8, tt~o~a.s Ma Haz t=~(laod case 2) PEEL (n} (lot) Vdef! ~iert(LL) -0 9 13-15 >•6d3 Vart~ i_) -0.89 1:,•9S y4.13' i-Ear~ L} 0.04 t 1 n/a 1 st L LL AA~st Udef9 ~ :' ~ RRAGINIt~ P4oTES GitIP M2~ 1S7J14; Nlaw13~1; :i~3 rs Tt3P CHORD 5hsad red or 2-0-t 2 ar con~r p~utin ;s~r~:{nq. t3oT cI~D RI d csiGng directly appRe.9 ce .`r0-0 Btu canter tea „ing. WEBS 3 bows 31t f/4 pts S7 PORC[i(~~qq)~ F7rd 4o6d Casa p~-y TOPCHORP 1-~.'1ti93.2J~.1~' 4 3•gr~ja7a,q•6c.2Qgp,5.~~3,s.>~.ZfL{,7•S~•2441,8.86-3175,&10=3632.1Q-11~.~606.1t•12~+22 BOTCHORD 1-1G-2738 14-!56'2469, t314sZ1B6, tt-12807 WEBS ~1~281~,7-166.2815,415616QB,d-tS61dd3.2-156~967,90.i3=~tF,B.Fr1B=228 NOTES 1) This 4tus toe bMn CMdtad (or urlbelmloed loedmp oondilions ~ttl t.11r1R~ -M, z) Ttdc eves has boon d~s~nad tier the wind toads panaratad by 90 mph vim ds- At 25 ft f t ~ ; yr: u~ :c{ rev ai, trE ~ 5.0 Irr~f ~~~~k f ~r' top dford dead read snd 3.0 pat bdtom d-ord deal ioad.100 mi Aatt tm;tane oce>~~,kna, oy an accupar~c,~ eaca,~cry I. C~~,\~I: , . ~ s ~~ ~~~~i taoltditloh t eaelaaad bta'Idilp, of drreerreicrla 415 R by 2A R with B p,SCE 7~3 ~~r EiC3:'.PlANSi9° It etrd ~`" . ' ~, ver6eats a br+tllava-s ~, qwy are a~oead tD wind. n porches ihe}+ are trot iaxpased to wind. The lunsber r • ° ' +. DOL Inueau b 1.33, srld 1i» Pleb 9dP inawa is ].3.1 ~ +~ ` ~l~ E J ~:4~k E ;' r",~( AN are WlZO uateas aM+ervriss indieabd. ,. 4 C ng dead load t0.o at mambor(s . 4-S, 73.5.16.7.16 ' r a f "°~X . , ~ i Bottom atloed Aga Toad ( pet} , i=.'s~3.rv . ;, and bpQom chord dead lo4d (t 0.0 p~ aPp,Ged only to room.13-t5 ~ . ~I This bsrss has been designed wlllt AN~P11.1895 crit«ie" ( y -o . ~T LG',r`,S „~~ ~,: ~ Ff1 ~`~~ t.OAD CA3E(3) 3tendard 1 i r'y~. •~'~ c "' '~~ : ~ y. • ~`~ 1 ~ 1 Aw~a~ • ae.mr r6•M-s6!r6eeae.6s iwn trr~'ea at~trt~ DeMdn vow Nr ela ofty wNt- Moak vwr~n.almR flrti.drdpn Y beaee arW InelaM~O ono bvdeo verllooAl. Apolvoelrry a a+~ pa•e•n+Na ana prq d~Oner- Iraee~0 Ywwn k 1N Mewl wapM N M1dNIdfltM weC rMmkws a rwperwtirRy p 11M ereata. AOOtlpnal permanerq txogrq aT tna ovwc6 "a0a~0 warcanen. quarry oonhoL eloreipa. aar„ay, eraeeou and Braun rrsnew,a rnreaeYr f End eraalna t66wwrnaimlana•agCM reonr Tnw PbM 1r ~ `~~'IF~~11~1 ro t~vuiae~ s®a aaraae tray. ~.nm ee oa+ameela rrwwn, and Y to on tndn butane aortponlr t !o t» Mcaerperorior~ ~" c°ar~~:ra'1t a rwL~'sevMMY of DUCtik 4i ~t4~N - tx+ fnrc L . AdrII~»~r aa.r,~XWry t: •xotoq re eve',`i ~ dadt~y ra~~ ~ < ar 1 u7n; ~ '::ni~n 1 wt~e # m..,.yxt~ et rn. eu~.;,q derrl~Hfev, V~r q,vrrs~a cr,kisprre. t ' 1 eea~rwl ast-es eaaa'N arorusore. o`s8-39 1~otdcxr t~prolf4C,ndlaan, ®rxriaawn • ~n.917 D'Onohla DvArr.lAodkfln. W16icT10. „m.~~ev ~ ,~.~...,.,..-I; gl~t'u ~:.~..~~ y D(=C 6' 99 14:10 FR M I TEK INDUSTRIES! 314 434 91 10 TO NGF F'KE l_UI1$ER P . t~?.'Elc; PUSSTypa - -------- Cttp F,! . .JVyrT l 31k1klik{ ATTIC 2 "~ ! ' i t •r~.13:1 >SH WI. 51901 ~ 4-0.32 s 5~ip.7199& MiTeit Indtsstri.vs, tn.~P:i i)at 091A.4.,_4',i~ 5 7G ' ~:;;gr, h -at-esarz T~ ~a99a rstt.a zo-ti-~3 ~-o-,z zs9-e ,~x~ ~ 1 10:4af 0.9~3.4~12 3.7~ 36.95 i ~. SY5 d-0-5 :-1146 3.7.E S'; 1_t 1-2rE .j 6x8 = rt i ~E ~ ~~~ >r N:~ Ufa H^ ~.~= iP i -w ~rl~ R:sr,d, ~r~tr.a SPAC IityS Ca.~ 6" Ors CREdTi;Ii t ~ ~ 1-idT i}sE Pirl91' 1 f1~ 12 ~ + 6 Ii i 3>t7 \\ 1 ~---- ~_ 3x7 i I 6:~ ~i zu~ ! I 1E r=R01V1 xtiE tEFi- ARF SPACF0 3, A~Ai'9':, Al.l l401.Es ARE WU AM1ORE 7MAN 1-1/a" QFl't?W CEVTEPtLtNE. 3x7= ~~~ I ! 6x8 ~~ s ~,~ y3x~/i ' •~ 10 w~ - 13Iri 15 ' ~ ~ 14 13 (n~:13' `~ 5xS ~ i tfxxE.: _: tiw5 W 5lPPLY 2X~1X1 ~' SYp N0.:2 SCA'.fi 1"C1 3r:Y9"H SIt~E5 OF 3RUS5 WI H l;[+NSTRUCTIUPI (ki.'ALi,Y' AOHEs11tE AND 2 RO S Or 10d (3' X 0.931 "! NAILS SPACED 6 0, ROM EACH FAcp -- ~ __.__.~~17~E-t2 --i-2&!.4 ,~324C-.i ~~. ~- ~ tL.T.d i:~4 'sYs 3.11-d LOADING ~ SPACING 7-0.0 3 CSI TCIL 3D.0 Platac Encreasa 7.15 ~ TC 0.~7: 7CpL 7.0 Lumbar Intr8ai0 1.13 ` BC 0,~; Bq.l. 0.0 I@ep Stress Ina NO i W8 O.~E EICDL 1.0.0 Code BOCNANt3E95 ~ (tiRatru¢ I Ld1MlI?R TOP CHORD 2 X 4 SYP 2400E 2,0E •Exoept' X12 2 X 8 3Pf No.2 8OT CHORD 2 X 10 SYP pSS •E,coept• ~1-1azxloDFSs WEBS 2 X 4 SP1= Stud WEDGE LeR; 2 X 4 SPF Stud, Right: 2 X 4 3PF Stud FtFACi10NS (Ib/sim) 1=2'92Bl01S$, 14=2248/038, 11s2490J0-5-8 Mroc hicrz 1}637(load rsse 2) lWac Upl(lt 14=-41(Iaad Casa 2) PAa Grav 1L-~a16(load i<asa 7~, 11=24g0(taxd c~ico f} AFFL rrn) (loc) VdeA v6rtrtl.) •+:r ~1 14-15 }783 L'ed4+Tf_} r;{:yi21445 ~6er7 Mor2(TL} +y.U2 19 nta 1st l,G i.6 Nki ~l Udelt : 2ao PLA •'F5. GP1P tuG.{:~ t9i?1:$~ W,aI~M' :'~301b BRACING _. _._...Y..,...a.a _ _ ... _ _ _. TOP CHOf;l7 Sheathed ~ t?-0-0 cr. ra~r".nr pcri9d s~:~9g, ®OT GHORI~ Rigid ceiling dIr6Z'tl;r ap~1>Rr,3!1 tr! 1 C-~O On oraldc ' I~i'3 ]:"9 WEB3 1 Row at midpt 5.7 rolaeis (Ily -Erse toad Gass Only 9'OPCHORD t12 ,?9A9.2s'~-3602.3•~32G6.4~-2475, S~F,.-6~~ &~7=•725.7•B=•2$15. Lin(i-n•:>WA',"K2, 9.1~ 3112, 't11.'r1::-3~r}5. r1.1'~91 9OT CFIORD t-16a2842, 1.415.2287, 1'.1.14.2287, 11-17.2371 WEBS lrr1~20Cta, 7-1G~--2080, 0-1t~12S2, b1SY284, 2.15:x- 40, 10-13-146, Cr1~2~ 1+1OTFS 't) z-pq th,sa tD ho eonnee.~tad togetlty wKh 0.17t'k!' Nails as loNews: Top chwnts annectad ktd9 ~: rGw(s) at Oda on canmr. 1~orn chords eonnoetod 9Nilh 2 taro(:) >Z 01.0 On CenMr. 1~J~ebs connade: as 1'olbws: 2 X 4.1 r=ww(~) st 0.9-0 on carAar. ~~1~,. tid.>! 1 f it~l / . ~ Thb fnass has bMn dleoked for unAakrloed laaelitp oondi~x9s ,,r~~~~~~ ~~ AI' ~ ~a°~i 3) Thb trtMa hoe bsen designed for the wind la+ads gar~tatad Lroy 110 t1} 'J1i,td8 at :IS it pb~?d®3p> trlc! Inra6i u~ rtg 5.0 pr:t ~~~ '~ ~.. ~ ~r • s ~ ~, ~% tqt drord dead load and 6.0 pd bottom Gwrd loud 16ad, 1 t±C r+, " ' ^.:3t+a es:e~ r;nlilx9, ~a s rev tna.alpanc~' Cr,'f I, r' 6~ , •, ~J; carrdibatl 1 arxdoratl buNdir-0, of dMeensions 43 R by 24 A with E3 ASCE 7-9'S peg Btrt,~P Q.NS395 tf atd vet:roc.l:a .~ ~ ~ia~ s. " ''r ar eantMeners etdst, tMy are e>~osed to wind. K paoher etast, tltey not exposed to wind. TI1e lumber C,OL incrsas.a S ~~ R+f ~' htJ:lrrt 1' ~: `~~:: is f.93, and Ne plate grip inaease a 1.33 .. . ~12 ~ ,:: 4) This Gus daaign allows kr the fotiowNlg ftlWdlllufi bolt ham along member ce~nlorNr,as spaK.ed 3 rrlitslrtt.lttl of t~0 '~ ; ~ rt ,r~ °• ry • , ~' . apart: 0.750ir1 in the boteem sherd. , r'S- • ,, y ;~ a~ ~~'~~ 5) AM platys an M20 plates unless oCrurvuiaa indtaeed. i~ a ' ~i~,+~ ra~ ~ :; 6) Ceilino deed toad (10.0 psf) on member(s). L5, 7.8, 5-i B, 7.19 ! ' ~~'r ~'~\v .i ~~ ~ P 9:hottl 11w bad (40.0 pal) and additional bottom a11ad Qaad load {1b.b pb-t} applied only ra. ras~n, 1 ~ 15,13-1 A ~~ 1~~! ;I ti ~ ~ 4 \ . rrwolWrtiCal oont>e~on NY others) of trcrsc to bcarir~g plats c~l.at~;a oi',,~itltirE:„rniing A't Ih <~pdsft st part 1a. ill ~'j I.r, ~ .~ 9) This taus has baar- designed wltlt AN31/TP1 4.1995 Mta:ris. ! ~i (; g~, 19';b 11 '3,1 Sd!a£ Lt7iAD CASE(S) 3tandafd ~ -1'lr-~rdi6t/a~er~aar6t+nalPrdJtIRBDlYOlJCSCVX71178 itlfVlf6A8L5td9E'atllf'/a4g1et118. -----~-- -----_--_~+~-° o..q. rma rur w arJ•j wan Mltle oan»6a4a., tbt~aagn.rr barn ov9ty ~adamottrol rlwwn, one ti e« ,m wsnwuot 0 rcnrpran:errt xs lie tinallad and laad6d vadbetfl! ApAl6abay of d.don varenleean and A9eovpvro-icyv or component a ~ of b„~In~ .srrt,~9ar -eel Nur tleapner. ~q rovn fs for 7daolavppeA at tAdMidwl rreb msenbert . A+tdtbdroi An;opovrry 9ressb~~ k~ Mw,~r utobPFy~ Q'JdIF(y :r n ^FdNk,t h pw ~Y OI 111a areeler. 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