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HomeMy WebLinkAboutFax (additional calcs) - 07/30/1999 JUL.30.1999 9 :1BAM SHOWCASE CUSTOM HOMES N0.359 P.1 • SHOWCASE CUSTOM HOMES, INC. 2755 ALGOMA BLVD. OSHKOSH, WI 54901 • r (920)235 -5610 or 1- 800 - 633 - 4141 • FAX 4:0 et TO: t _p • 1 FROM: COY QU -45s - PAGES: DATE: v) / ?0(grc iate4) RE: tt / • • 9-1L Comments: —.. PW-idvld QzQ - /La, 66/-`16 Our fax number is as follows (920)235-5813 JUL .30.1999 9:1BAM SHOWCASE CUSTOM HOMES NO.359 P.2 • LOWER LEVEL WINDOWS TO REAR OF HOUSE TJ -teem v.42 Biel Number: 7 179 2 Pcs of 1.75" x 7" 1.9E Microliam® LVL BEAMVSA 1111 7/29/99 20:51 PM Page 1 ar t gyps Cade: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS LISTED n 2 d —6' 10.5"--4 LOADS: Product Diagram is Conceptual. Analysis for Header Member Supporting FLOOR - RES. Application. Tributary Load Width: 14' Loads(pst): 40 Live at 100% duration, 12 Dead, 0 Partition, and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 80 24 0 to 5' 10.5" Adds to WALL LOAD SUPPORTS: INPUT BEARING REACTIONS(ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 1880 1 584 /2464 Detail A3 1.25" LSL Rim 2 2x6 Stud Well 5.50" 4.25" Right Face 1880 / 584 / 2464 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lo) 2184 1590 4655 Passed(34 %) Lt. end Span 1 under Floor loading Moment(tt -Ib) 2844 2844 8884 Passed(43 %) MID Span 1 under Floor loading Live Defl.(in) 0.088 0.130 Passed(IJ940) MID Span 1 under Floor loading Total Detl.(in) 0.087 0,260 Passed(L/717) MID Span 1 under Floor loading - Deflection Criteria_ STANDARD(LL: U480, TL I.J240). - 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMllan(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 apphCation, 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 aveilabiIp/. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - ANowable 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: CONTEMPORARY HOMES NOFFKE LUMBER INC 15 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1801 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353081 copyright 0 1999 by Trus Joist MacMillan, a limited panne/ship, Boise, Idaho, USA. T.3-Pron+ end TJ- Seem^' ere trademarks of True Joist MacMSan. Micraparne is a nogetered trademark at True Jolet MacMalarl. JUL.30.1999 9 :18AM SHOWCASE CUSTOM HOMES NO.359 P.3 fr77/kArNs . Supplemental Report for TJ - Ikon , 2 Senal Number: 709046179 2 Pcs of 1.75" x 7" 1.9E Microllam® LVL BEAMUSA 1111 74W99 2:30.51 PM Page1of1 Member Information: LOWER LEVEL WINDOWS TO REAR OF MOUSE Protect Information: Operator Information: CONTEMPORARY HONES NOFFKE LUMBER INC 15 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 1920) 235 -3080 19201 2353061 Max. Vertical Reaction Total(lb) 2464 2464 Livc(lb) 1990 1880 Required Bearing Length(in) 1.66(W) 1.66(W) 143X• Unbraced Length(in) 32 Floor loading On all members, LDF + 1.00 Shear(lb) 2184 -2184 Rcactaen(1b) 2464 2464 Momentlft -lb) 2644 rive Defl.(1n) 0.066 Total Deft -(in) 0.087 Dead load, LDF - 0.90 3hcar(lb) 518 -518 Reaction(lb) 584 594 Mement(rt -1b) 674 Copyright 43 1999 by True Joist MacMillan, 3 limited partnership, Oise, Idaho, USR. MicrollarA is a registered trademark of Trus Joist MacMillan. TJ -Pro" and TJ- Beaat•' are trademarks of True Joiat MacMillan. JUL.30.1999 9 :19AM SHOWCASE CUSTOM HOMES NO.359 P.4 C / FRONT WINDOW HEADERS IN LOWER LEVEL T.1- EjeamTM v5.42 Sens, Number : 700048178 2 Pcs of 1.75" x 7" 1.9E Microllam® LVL BOAMUSA 1111 7129199 228 38 PM Pagel of 1 Build Code. 11M THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 Fin 4_3' 7.r- LOADS: Product Diagram Is conceptual. Analysis for Header Member Supporting FLOOR - RES. Application. Tributary Load Width: 14' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 80 24 0 to 3' 7.5" Adds to WALL LOAD SUPPORTS: INPUT BEARING REACTIONS(bs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Zx6 Stud Wall 5.50" 4.25" Left Face 1160 / 360 / 1520 Detail A3 1.25" LSL Rim 2 2x6 Stud Wall 5.50" 4.25" Right Face 1160/360 ! 1520 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'$ / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1241 647 4655 Passed(14%) Lt. end Span 1 under Floor loading Moment(ft -lb) 918 918 8864 Passed(14%) MID Span 1 under Floor loading Live Defl.(in) 0.009 0.074 Passed(L/999+) MID Span 1 under Floor loading Total Dell. (in) 0.012 0.148 Passed(U999 +) MID Span 1 under Floor loath g - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Bracing(Lu): AN 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by True Joist MacMillan(TJM). TJM warrants the sizing of its products by this software wiN be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, end 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 ONLYI 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: CONTEMPORARY HOMES NOFFKE LUMBER INC 15 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1801 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 Copyright ® 1999 by Tnre Joist MacMl a limited pminersMp. Wee, Idaho, USA. TJ- Pro• and TJ- Btam'w arc tradtlnarlcs or Put Jolt woolen. newsman" is a registered tmdenm & at Trot Jaist MaOMUIan JUL.30.1999 9 :19AM SHOWCASE CUSTOM HOMES N0.359 P.5 W*04916.4akis Supplemental Report for T,!- Bean, 1 Sena) Number. 709046179 2 Pcs of 1.75" x 7" 1.9E Mlcrollam® LVL BFAMGSA 1111 7129/68 226:36 PM Pepe 1 of 1 Member Information: FRONT WINDOW HEADERS IN LOWER LEVEL Project Information: Operator Information: CONTCMeORMY HOIWS NOFFKE LUMBER INC 15 ROLLING GREEN CIRCLE RU9S HINTZE OSHKOSH, WI 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 295)061 2'- 11.50" Max. vertical Rcactson Tetal(lb) 1520 1520 Livellb) 1160 1160 Required Hearing Length(in) 1.50(W) 1.50(W) Max. Unbraced Lenoth(in) 32 Floor loading on all members, LDP - 1.00 Sh.ar(lb) 1241 -1241 Reaction(lb) 1520 1520 Momentlft-lb) 918 Live Defl.(in) 0.009 Total Defl.(in) 0.012 Dead load, LDF - 0.90 Shear(lb) 294 -294 Reaction(ib) 360 360 Moment(ft -lb) 217 Copyright a 1999 by Trus Joist MacMillan, a limited partnership, Bola*, Idaho, USA. Micsallame is a registered trademarr of Trua Joint MacMillan. TJ -ero" and TJ -Beams are trademarks of Trus Joist MacMillan. JUL.30.1999 9:19AM SHOWCASE CUSTOM HOMES NO.359 P.6 WINDOW HEADER ON SIDE OF LOWER LEVEL CARRYING ROOF LOAD TJ.6eam v5.42 Serial Number 706040179 2 Pcs 011.75" x 7" 1.9E Microllam® LVL BE/ty1AUSA 1111 7/29166 2:2316 PM Awl of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Root Slope: 5112 J I 11.5 "- Ail dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application. Trbutary Load Width: 14' Loads(pst): 30 Live at 115% duration, 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform( Floor(1.00) 120 36 0 to 2' 11.5" Adds to FLOOR 3 WALL WEIGHT SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE! DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wail 5.50" 5.5" Left Face 799 (S1.15) / 445 / 1243 Detail R1 S8 Shear Blocking 2 2x6 Stud Wail 5.50" 5.5" Right Face 798 (S1.15) / 445 / 1243 Detail R1 SB Shear Blocking - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(b) 963 368 5353 Pessed(7%) Lt end Span 1 under Snow Roof loading Moment(ft -b) 552 552 7884 Passed(7%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.004 0.115 Passed(U999 +) MID Span 1 under Snow Roof loading Total Defl.(in) 0.005 0.153 Passed(L1999+) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: U240, TL:U1 80). - Bracing(Lu): AN 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 True Joist MacMiNan(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 evadabflity. - 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'$ / BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: CONTEMPORARY HOMES NOFFKE LUMBER INC 15 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 2353080 (920) 2353081 Copyright O 1999 by Tore Joiet MacMillan, a (united partnership, Boise, Idaho. USA. T.1 If a trademark or True Joist MacMi lan- MicaoNem! is a registered trademark of Inns JOfst Meagan. . JUL .30.1999 9:20AM SHOWCASE CUSTOM HOMES NO.359 P.7 4* f / - Supplemental Report for Ta -Be(an v5.42 sera reorder: 709046176 2 Pcs of 1.75" x 7" 1.9E Microllam® LVL 84,941144 1111 789199 2:23:16 PM Page 1 o 1 Member Information: WINDOW HEADER ON SIDE OF LOWER LEVEL CARRYING ROOF LOAD Pro3ect Inrormation: Operator Information: CONTEMPORARY HOMES NOFFKC LUMBER INC 1S ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235 -3060 (920) 2353061 2'- 3.50" Max. Vertical Reaction Total(lb) 1243 1243 L4ve(1b) 799(31.15) 799(61.15) Required Bearing Length(in) 1.50(W) 1.50(N) Max. Unbraced Length(in) 32 Snow Roof loading on all members, LDF 1.15 Shear)lb) 963 -963 Reaetion)lb) 1243 1249 Moment(ft -lb( 552 Live Defl.(in1 0.004 Total Dsfl•(i.) 0.005 Floor loading on 311 members, LDF - 1.00 Shear(lb) 482 -482 Reaction(lb) 622 622 Noment(ft -lb) 276 Live Def1.(in) 0.001 Total Dat1.(In) 0.003 Deed load, LDF - 0.90 Shear(lb) 344 -344 Reaction)ib) 445 445 Moment(ft -lb} 197 Copyright 0 1999 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllamm is a registered trademark of Trus Joist MacMillan. TJ -Baamm is a trademark or True Joist Macmillan.