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HomeMy WebLinkAboutBld-20-001895 (2) Sent from Yahoo Mail on Android Forwarded Message From: " Kevin Lonkart" <klonkart@midcape.net> To: "johnhandel@rocketmail.com" <johnhandel@rocketmail.com> Sent: Fri, Sep 27, 2019 at 7:57 AM Subject: Beam Calcs Good morning — Here are the calcs you requested for your house at 25 Drake St. Please keep in mind these are based on our conversations and rough outlines as no plans were available and no site visit was made. These calcs only apply to Boise Cascade LVL products— if another manufacturer is used then you need to get calcs from the supplier. If you want to go over them please let me know. Thanks. ,. 1 Kevin Lonkart L{,r � t, EWP Specialist/Estimating Mid-Cape Home Centers Mid Cape , Office:(508) 760-4466 I Fax:(508) 398-4559 www.midcape.net ' SEIcise Cascade — Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP PASSED • 2 Panel Slider(Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA,02675 Specifier: Customer. John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 + 1 1. 1 1 1 / 1 111 1 . i . . 1 + 1 . . 1 1 1 —. 1 . l 1 ; . 1 1 1 r 1 1 1 1 1 . . * . . . * . r 08-00-00 B1 B2 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 749/0 1440/0 B2,3-1/2" 749/0 1440/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin.(lb/ft) L 00-00-00 08-00-00 Top 7 00-00-00 1 Roof Unf.Area(Ib/ft2) L 00-00-00 08-00-00 Top 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3891 ft-lbs 40.4% 115% 1 04-00-00 End Shear 1699 lbs 30.6% 115% 1 00-10-12 Total Load Deflection U505(0.179") 47.5% n\a 1 04-00-00 Live Load Deflection U999(0.118") n\a n\a 2 04-00-00 Max Defl. 0.179" 17.9% n\a 1 04-00-00 Span/Depth 12.5 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 3-1/2" 2189 lbs n\a 23.8% Unspecified B2 Column 3-1/2"x 3-1/2" 2189 lbs n\a 23.8% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection Diagram: Full Length of Member tea.l b ....._d a f • c�• • • • • —ft.- a IL Page 1 of 10 Boise Cascade Double 1-3/4" X 7-1/4" VERSA-LAM®2.0 3100 SP PASSED 2 Panel Slider(Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA,02675 Specifier: Customer: John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member a minimum=2" c=3-1/4" b minimum=4" d=12" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are:FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTN, ALLJOIST®,BC RIM BOARDTM,BCIc-., BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 10 ®B9ise Cascade — Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP PASSED 4 Panel Slider(Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA,02675 Specifier: Customer John Handel Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers i 1 1 l 4, 1 1 T 1 1 1 F1 121 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 + , . 1 . 1 . 1 . 1 1 • 16-00-00 B1 B2 Total Horizontal Product Length=16-07-00 Reaction Summary(Down /Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live 81,3-1/2" 2239/0 2042/0 2239/0 B2,3-1/2" 2239/0 2042/0 2239/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin. (Ib/ft) L 00-00-00 16-07-00 Top 21 00-00-00 1 Roof Unf.Area(Ib/fta) L 00-00-00 16-07-00 Top 15 30 09-00-00 2 Ceiling Unf.Area(Ib/ftt) L 00-00-00 16-07-00 Top 30 10 09-00-00 Controls Summary Value %Allowable Duration Case Location Pos.Moment 21168 ft-lbs 38.9% 125% 3 08-03-08 End Shear 4450 lbs 25.5% 125% 3 01-05-08 Total Load Deflection U469(0.413") 51.2% n\a 3 08-03-08 Live Load Deflection U754(0.257") 47.7% n\a 6 08-03-08 Max Defl. 0.413" 41.3% n\a 3 08-03-08 Span/Depth 13.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 5-1/4" 5400 lbs n\a 39.2% Unspecified B2 Column 3-1/2"x 5-1/4" 5400 lbs n\a 39.2% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection Diagram: Full Length of Member ib r d —...- a • 1• • t c • p— • • -a.► a L Page 3 of 10 'It • Cascade illlll= Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP PASSED • 4 Panel Slider(Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer. John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member a minimum=2" c=10" b minimum=4" d =12" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are:FMFLOO5 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"', ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 10 •®Boise Cascade - Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP PASSED • Entry Header(Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer. John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 T__+, 1 1 . 1 . . 1 1 7. 2 T _ - -- 1 1 . l . . i l 1 . 1 1 1 . 111 1 1 . . . . . . . . . . . . • 1,_.1 1 1 .1 1 + 1 1 1 1 1 1 1 1 01 1 1 1 1 1 + v' 04-00-00 B1 B2 Total Horizontal Product Length=04-03-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B1, 1-1/2" 574/0 494/0 574/0 B2, 1-1/2" 574/0 494/0 574/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 04-03-00 Top 7 00-00-00 1 Roof Unf.Area(Ib/ft2) L 00-00-00 04-03-00 Top 15 30 09-00-00 2 Ceiling Unf.Area(Ib/ftz) L 00-00-00 04-03-00 Top 30 10 09-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1356 ft-lbs 14.1% 115% 3 02-01-08 End Shear 890 lbs 16.0% 115% 3 00-08-12 Total Load Deflection U999 (0.019") n\a n\a 3 02-01-08 Live Load Deflection U999(0.012") n\a n\a 6 02-01-08 Max Defl. 0.019" n\a n\a 3 02-01-08 Span/Depth 6.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 1-1/2"x 3-1/2" 1354 lbs n\a 34.4% Unspecified B2 Column 1-1/2"x 3-1/2" 1354 lbs n\a 34.4% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection Diagram: Full Length of Member rib r d --er- a • F+ • . • L• • -a► a L Page 5 of 10 'SEleise Cascade - Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP PASSED • Entry Header(Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer. John Handel Designer Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member a minimum=2" c=3-1/4" b minimum=4" d =12" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are:FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI® BOISE GLULAMT"",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 6 of 10 • ,' Boise Cascade - Double 1-3/4" x 9-1/2"VERSA-LAM®2.0 3100 SP PASSED ' Garage Beam (Floor Beam) BC CALC®Member Report Dry 12 spans I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA,02675 Specifier: Customer. John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 i / 1 1 t I Z l 1 1 1 : 1 l r l 1 1 i 1 1 l ill 1 i i + . • + : * • i 1 r 1 • 1 1 . • 1 • 1 •_ 1 r 1 i 0 1 1 • 1 • . . • . . • • •. 09-00-00 09-00-00 B1 B2 B3 Total Horizontal Product Length=18-00-00 Reaction Summary(Down /Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3" 1291 /0 2713/0 B2, 12" 4072/0 7931 /0 B3, 3" 1291 /0 2713/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf_Lin. (lb/ft) L 00-00-00 18-00-00 Top 10 00-00-00 1 Roof tint Area(Ib/ft2) L 00-00-00 18-00-00 Top 15 30 12-00-00 2 Ceiling tint Area(Ib/ft2) L 00-00-00 18-00-00 Top 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos.Moment 6623 ft-lbs 41.3% 115% 1 03-07-12 Neg. Moment -10578 ft-lbs 65.9% 115% 3 09-00-00 End Shear 2868 lbs 39.5% 115% 1 01-00-08 Cont.Shear 4594 lbs 63.2% 115% 3 07-08-08 Total Load Deflection L/703(0.15") 34.1% n\a 2 13-11-04 Live Load Deflection U999(0.109") n\a n\a 4 04-02-00 Total Neg.Defl. U999(-0.006") Ma n\a 2 08-03-10 Max Defl. 0.15" 15.0% n\a 1 04-00-12 Span/Depth 11.1 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3"x 3-1/2" 4003 lbs n1a 50.8% Unspecified B2 Wall/Plate 12"x3-1/2" 12003 lbs n\a 38.1% Unspecified B3 Column 3"x 3-1/2" 4003 lbs n\a 50.8% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1')Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 7 of 10 'MBVise Cascade — Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP PASSED • Garage Beam(Floor Beam) BC CALC®Member Report Dry 12 spans I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member �..} b ..s d —�► a ♦ M • e !�- a minimum=2" c=5-1/2" b minimum=4" d =12" e minimum=1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 8 of 10 Bgise Cascade — Double 1-3/4" x 5-1/2" VERSA-LAM®2.0 3100 SP PASSED • Wall Header(Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer. John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 + 1r1 • l • • 1 • . . . . . . . • . i l 1 1- 1 2r ! 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 111 1 1 1 * 1 . . • 1 : 1 . 1 . . + ..• •• . 1 . 1 . 1 1 . + 1 1 1 : 0 1 . 1 • . . • . . + + - • �I 06-06-00 B1 B2 Total Horizontal Product Length=06-09-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B1, 1-1/2" 911 /0 778/0 911 /0 B2, 1-1/2" 911 /0 778/0 911 /0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin.(Ib/ft) L 00-00-00 06-09-00 Top 6 00-00-00 1 Roof Unf.Area(Ib/ft2) L 00-00-00 06-09-00 Top 15 30 09-00-00 2 Ceiling Unf.Area(Ib/ft2 L 00-00-00 06-09-00 Top 30 10 09-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3487 ft-lbs 61.0% 115% 3 03-04-08 End Shear 1774 lbs 42.2% 115% 3 00-07-00 Total Load Deflection U280(0.284") 85.7% n\a 3 03-04-08 Live Load Deflection U440(0.181") 81.9% n\a 6 03-04-08 Max Defl. 0.284" 28.4% n'a 3 03-04-08 Span/Depth 14.5 %Allow %Allow Bearing Supports Dim.(LAW) Value Support Member Material B1 Column 1-1/2"x 3-1/2" 2145 lbs ma 54.5% Unspecified B2 Column 1-1/2"x 3-1/2" 2145 lbs n1a 54.5% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection Diagram: Full Length of Member ri b ri_ ........_d —.1 j • I-• • tc • ♦ ♦ —r... e 1 Page 9 of 10 Boise Cascade - Double 1-3/4" x 5-1/2"VERSA-LAM®2.0 3100 SP PASSED • Wall Header(Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 27,2019 07:53:38 Build 7295 Job name: Own House File name: John Handel Address: 25 Drake Street Description: City,State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer. John Handel Designer. Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member a minimum=2" c=1-1/2" b minimum=4" d =12" e minimum=1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 10 of 10 ` / 1 1V�iA ' nia Dina �:'` -' /', !..( 1,1 g - 0\:31\40 r •TA!v ,� .''7H1 INCII i 7i It]u�� f',, —.—.._.— I ; .,,...�. !c �t i '1� .7VY i ... ... 1 ;I 9H.l.?ADT;T:ITV �.1 J :S _ .,tr i !) _ 1 -IldV'�C�J G�;�:: CM::,,,.:,..,_.,rJJ G?h13!�13J • / .� ��; 1 ± L _ i,I ,S1IO CJ d J j 6f 4_T' 1 ______._. t —,.�,r_— 1 1 J ©L0 ' ,1 4 PO J :i/r'r' A ? (')j� t� .a : 1 _� d r� nOd 'I,j ' ':E r ,) : 1_ ./ o....°°°°...". (.J1 if I t o .......,) i A I (... ........... 1 i e ‘ / \ I I I ; ......) I : 1 1 1 1 1/ 0 .... \ \ \ 1 I 4 c....._ _........,...s........_,....:.„.., . , _ .. „\40, ...... .... ,. .... 1 I t 14 I i i I 1 1 , i t 1 I , 0-... 1 I oq ; , . i II 1 I •••••A .4 \ . \ \.. ----...\ "7"--1 -s...-A, ...,.. -- -7). I•• '''',. j CZ: ..'") \• CI) • •• .. r.„ :1.• ,,,,, .1 Ili f LPN t• Tii MEMBER REPORT PASSED . � f • li 4. ( Level DECK, Floor: Drop Beam • 3 piece(s)2 x 8 Southern Pine No.2 r_: JI'11 I Overall Length:30' (j) '., ' L ,,,4-' t Q . 1,nc N'(GI t- 12' 6' 12' �'t6�1� OH 0 El � 0 All locations are measured from the outside face of left support(or left caiitilever end).All dimensions are horizontal. ao//Oi,r-:wv, of-0, %fir// . 1 ' .,::.;,4rip > 1%, / -..,/r r;ri : // rp nrr/,.;. is '"' ri/!/ ' "..-. !..H � �///,oiii iavoil.r rrrr,/aoa , � /,,,. ....,.: �/% j� �� System:Floor Member Reaction(Ibs) 2650 @ 12' 6694(3.50") Passed(40%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 1404©11'3" 3806 Passed(37%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -2874 @ 12' 3038 Passed(95%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:ASD Live Load Dell.(in) 0.253 @ 24'3 7/16" 0.394 Passed(L/561) -- 1.0 D+1.0 L(Alt Spans) Total Load Dell.(in) 0.324 @ 24'3 5/8" 0.592 Passed(L/439) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 13'9"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'5"o/c unless detailed otherwise. •Applicable calculations are based on NDS. 94,E ,//,,,�. /�.f/ . //r/! ., ail//:,:<4.7.,�/; !im''''%3 m1( ?'rill,':,;...r%%O O///4;. �y ��% `%, ,,,, ,<, /0 C l //,,�q��q�/�/���%irii �////p�%%%i,,i//�// .,, .;.. ,;, �.. /... .ram�i, /%j r.,�r ri/ J 'r Orr ;; r r✓� : , / �/ '/Oraii,,.,,r i:,�%///.Givi,i��///r//%r/�//%///mari;,�l(/%i.oi/O/G,��.;i ri„/i>;�%%/!i%aoi ;;,.: !ra%xrr..o,.,,,�,,, �iii �/„%/,i....,r//.,�//,mi,. ,D////�,,, X. .,///////or,.:.;;s�/ .��j %�/�C.�� ��l` 1-Stud wall-SPF 117. 13 �� 6 j�y(�. e 3.50" 3.50" 1.50" 265 908/-19 1, Blocking ( ('7� Y 2-Stud wall-SPF 3.50" 3.50" 1.50" 509 2141 650 . ing 3-Stud wall-SPF 3.50" 3.50" 1.50" 509 2141 *50 :locking 2 -7 OF- 4-Stud wall-SPF 3.50" 3.50" 1.50" 265 908/-19 19 Blocking 1tll cW J J` r •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. /�/%fir%j r',6O'f i r.'.4 '""""T�����.:, 0';,,,;; /q �., " 1, /O%. r/ /!i 1%, G%rg 7,% �� /ti rb/!✓/i rr,,.,,'., ri/rr. / r,.,,,,„ ./ii roiz„ .; !i/v /ir/v!/irr,,ir%% 0-Self Weight(PLF) 0 to 30' N/A 8.3 -- , 1-Uniform(PSF) 0 to 30'(Front) 4'3 15/16" 10.0 40.0 Default Load .,,..,. .,,.rrrrr ...r; ;, .:;io -.ri iioa, r/:,, ar ...a�ii .,r ,iri r ,.r ii% :., i j ./ ..,, ..,,, • ,,, �, .. ,,.ri agar �.r ..or .n. ..ro., ir. .riir„ /r .�,.....%o...%/ ./,... .%/ � ./ .rr .. / r . r ..%/ ,, rrrr r. r r„rii rr, r r ..,i ./ii. c: i „, , i ...rr. it r / ..l ./..,.,, / ,../a//% . / rii , rani r,.r ii io roiiii a,-or r , r //ir �� .:cir ....rii ,, .,,,. . 2, ....ro„ .../„ ../r -��-,/,.../ ..L. :_!i/ ��:.. / . � /r r,iav r, %iii .,..v, ,,rrr /%rsr rr .rrr tr,.. /r,../v„ � .... / rp � ..,. ./rr/� ../// ...% /�,.,../ r :,e.r `"yF.r/////or Tarr. /,.. /!ri v �/ , r /r. ...r ri ,rr .:.r, . /%i � „oo ///r/ ./, /// ./ r// ..//ii%/�.. _�% . �//// ✓!% �..,,r�,/ /! // /r , ✓/// /// ;///����./oi! /G.i.o, .. ,�. :; ✓a o ,, ,/oi /% i/// ////%//i �iaa,,,,�%//i, :,..,./l,,. /,,...,%..%//r/irr,,,�/%/r.//���.�0 o,,,,o.. ,.,, %j/ �%�� �'O//l /�%% �/✓/////iv„ .:.ai!.!%ii... r//%c.�,, ...//arr� _r%/i .,.... rr.....c�./%iarr�,�/ ., m�r„r Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator - (k ;1TH OF4f, SUSTAINABLE FORESTKY INITIATIVE (p/ t (4r4M/CHEL590E Weyerhaeuser f� u /0.0'e c`S STgUC01t p rn `_ hrC� ICE90 sE �, LA Zo/f fsONAIEN ) ForteWEB Software operator Job Notes in V -I -- 9/26/2019 1:15:24 PM UTC MICHELE CUDIL0,P.E. ` S-- pi ,4 5� ForteWEB v2.1,Engine:V7.3.2.309, Data:V7.2.0.2 MICHELE CUDILO CONSULTING STRUCTURAL (�7 t/!i`4-" 1 _ ENGINEERING INC. y ,I V•f f l/ of ! Pig File Name: 2019 285HANDEL . (508)737-8521 / tiff it+ Dmno 1 / 1 mcudilo@comcast.net • OPTION #1 • HEADER SIZE ® ® © • ® © ® ® • " (1)SSP OF EACH1111 CICOTTOM L=1'-0°TO 4'-0" (1)LSTA 9 (1)SP4 PER KING (I)A23 (I)A23 OF CRIPPLE STUD wi 1 11, L=4'1"TO 6i-0° (2)LSTA 9 (z)SP4 (1)�P (I)A23 (2)A23 j �� (2) PERKING (1)CS 16-(6)8D NAILS r•I: tiiA'•�Y ..lr�ri7 Ir EACH END OF STRAP .H�+1Fi i:7.S 7 i 79:iir (1)SSP L•T71R`r iiI`JD T(1T1TK lef ii ION L--6'-1'TO 8'-0" LSTA 12 (2)SPA PfiR KIN4 PER EACH KING STUD (l)A27 (2)A27 '��ni TZAT7 RRI (SEE NOTE'4') a i( 2 771171W17?`r (OY • (1)SSPnT23i�i•)77niYi.L-8'-1"TO 10'-0" (2)LSTA 1S (2)SPH6 PHR KING (I)A23 (2)A23 .iiT*7Ni3u3ri:)i�" ii7TL1TIIR117/I 1 IEADER(PER PLAN) L=10'-I"TO 16-0" (2)s'IZ122 (2)sree (I)SSP (I)A23 (2)A23 11' PER KING I.....',.(6) el ❑PTION #2 • HEADER SIZE WINDOW/DOOR OPENING _ (1)•CS 16 L=1'-0"TO4'-0" W/(6)BD (()SSP (I)A23 (I)A23 (I)HSTOP/BOTTOM EACH END PER KING OP EACH CRIPPLE STUD (2)-CS 16 (I)SSP VI:•" '•..: r' L:.! Lr r " w/(6)SU iil rl imp,f[]'andlr7glir 4-1"TO6-0 PER KING (I)A23 (2)A23 y EACH IS (I)CS 1 6)RD NAILS 7Ny1 Twin.i 1/ii . . (2)-CS 16 SEE NOTE'1' (1)SSP EACH END OF STRAP , ,�r, m r W/(6)BU PER FACH KING STUD (I)A23 (2)A23 P /11TIGIT7 L=6'-)"TO 8-0" EACII END PER KING (SEE NOTE'4) N i iTi rJIITLu r r (2)-CS 16 (i)SSP (1)A23 (2)A23 Fha1Pi•SiT7711.R L=8'-1'TO 10-0" EACH END PER KING LS11i!:t(41[L1BR Viiiii (I)SSP 7 L 10'-1"TO 16'-0" (2)5T2122 N0711S: PER KING (I)A23 (2)A23 N I.IIIIADERS 4'-I"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. w 3.NAIL FULL HEIGHT J1 CK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) 4.STRAP NOT REQUIRED WHERE SIIEARWALL HOLDDOWN IS ADJACENT TO OPENING. 3.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT 3t1OWN FOR CLARITY. FRAMING @ WINDOW AND DOOR OPENINGS •1 '�f - �j WC f.f�J/ --/ r` / // Ctilik. ;;� �� /-(^g.n...-5' . °C Massq�yo p /Q? v o 47-MGUO\�vkP'‘. In g sl njk has 1/4 o No • � ' -" f,¢ c s` Y<x 1,44.4/"5v < ,40; " 6..6 ..y""5x.;- z ,,. ,�. ���W u . ,-,_ SIMPS©N Installation Options for Deck Lateral StrongTie Load Connections Allowable Loads 7/ f y 1Q 4 + "4va' y %ra;-:", �' x� y �� fi , y N� .� '• (6)SD#9 x 1'h t 8-'"0 ' 840 i 840 755 i p,,i`.�, DTT1Z 1s ; of$ ; (6)10d x 11V i 910 640" 795 640; SEW* r-' —__' (8)10d x 1 910 850 910 t 50 & r�" 3X/r__- _. DTT2Z1)T122SS "!s }4` i (8)SDS';4"x 1 W' 1,825 1,800 1 825 ' 1,615 • 4""� '-`z I Allowable loads have been increased 60%far short-term loading with no further increase alowed. ;g:' -rig r . 2.Dry values are applicable to installations into wood with a moisture content that does not ,i n , exceed 19%. 1 4' s' . W. u r 3.Wet values are applicable to installations into wood with a moisture content greater than 199 at i , ,♦ � time of installation or in service.Values include an NDS wet service factor for the fasteners. t , is 4.DTT1Z installations with allowable loads below 750 lb.do not satisfy the 2015:2018IRC e *. i, - requirements for deck-to-house lateral load connections. _y s ' ,s` 5.DTT1Z installed with the Strong-Dri ee SDWH Timber-Hex HDG screw with a min,of 3"thread -.� , y- $ a" penetration achieves the lesser of the table load or 855 lb.SDWH installed with 3'of thread penetration into dry lumber has an attowabe withdrawal load(1601 of 1,380lb.into SR,1,225 lb. DTT1Z t into DE and 1,020 lb.into SPF/HF.. ! 6. values are valid if the product is flush with the end of the framing member or installed away from the end. ' 7 Fasteners:SD#0 x f h"(model SD9112)=0.131"dia.x 1 i.^',10d x f'h'=0.148'd � cite.x 11/2 long. ..r%-" - Tr> , DTT2Z Conditions Not Shown in the IRC The IRC.7 details describe particular methods that are appoved and do not represent all common framing conditions.When these are encountered,alternate methods of construction may need to be approved by the building official to ensure they satisfy the intent of the code and are at least equivalent to the prescribed method.Several alternate construction methods are shown here, DTT1Z DTTIZ — 750 lb.Assembly • Y Condition 1 — Holdown Cannot Be Installed =' `,"` Flush with Wall Sheathing Unlike some hoidowns,the DTT1Z seat is not required i • ? to bear on sheathing or framing and can be installed l away from the wall to account for non-structural0 • • y o siding,joist hanger interference or other conditions. m y Longer screw anchors may be required to ensure a _' r Fminimum of 3"thread penetration by a fully threaded r R: F lag screw or Strong-Drive SDWH Timber-Hex HDG F. iii screw into the wall framing. <; s DTT1 Z Condition 2—Top of Wall Plate Does Not f; Do not over-drive t_�. Align with Bottom of Deck Joist c anchoring screw The 2015/2018 IRC detail shows a holdown installed on the bottom of the joist.However,the DTT1Z i Predrill�,s"-diameter hole for fully hreaded was tested and developed using 1'fasteners into "- lag screw.Predrilling not required nth either the narrow edge or wide face of a 2x member, i; Strong-Drive SDWH limber-Hex H screw. allowing the I;Tt 1 Z to be installed at any location along the depth of the joist. (Siding not shown for clarity) , Figure 4 a-c' Poog- pv/-4--_,_ e 2 "