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Home My WebLink AboutSTRUCTURAL CALCS - 16-00777 - 1341 Stone Dr - SFR�_.okston �n c i, w e e r �"L.L d STRUCTURAL CALCULATIONS FOR Spec Home Lot 11 Block 4 Sky Meadows Rexberg, Idaho BUILDING CODE: 2012 IBC LOADING: Wind (Speed): 90 mph Wind (Exposure): C Seismic Zone: S? 0.600 S, 0.200 Design Category: D Roof Dead Load: Roof Live Load Snow Load Floor Dead Load: Floor Live Load: 16 psf 20 psf 36 psf + Drift 12 psf 40 psf Crookston Custom Designs 1712 East 2450 North North Logan, Utah 84341 Building Information # of Stories= 2 Roof Pitch 6/12 Joist Depth 1 ft Roof Over Hanl 1 ft Seismic ind Pressures Projected Cs = 0.08123 ails 14.95 Min. Projected pressure Roof 9.66 10 psf Floor Height(ft) Width (it) Depth fl Depth Wind ft Area(sfj Floor DL I (psf) Roof OL WaII DL (;II Floor Weight Roof Area Wei ht Wa1IX Area RcofX Area WaIIY Area RcofY 1 5 1 62 1 40 28 2480 12 22 12 48120 0 465 0 285 0 2 8 62 40 38 2480 12 22 72 0 71288 248 640 152 651 3 2272 1 6292 1 8880 0 1 9892 1 8564 0 1 0 1 0 1 0 0 0 4 1 0 1 0 0 0 1 0 4 NA I0 0 0 0 0 Seismic Load Seismic (lb) 2 Floor2 Fill r3 Floor4 Wind (b) 6 14 14 Floor Floor Roof Roof WeIIX RoofX WalIY R2211 10psfX 10psfV MaxX MaxY 1 3909 0 3909 6957 0 4260 0 4650 2850 6951 4260 2 0 1 5791 1 3707 1 6185 1 2272 1 6292 1 8880 8030 9892 1 8564 3 0 1 0 1 2347 0 1 0 0 1 0 1 0 0 0 0 4 NA 1 0 1 0 0 3911 3 0 0 1 0 0 0 1 0 t 15 Block 7 Old Farm Estates 1494 0 0 2503 4 378 0 0 560 0 Seismic Floor Floor2 Flo r3 IFIcor4 Tributa Floor Roof Floor Roof Floor Roof Roof Line/Total Direction 2480 0 0 2480 0 0 0 1 Y 15 0 0 15 0 0 0 2 Y 25 0 0 25 0 0 0 3 Y 16 0 0 16 0 0 0 4 Y 6 0 0 6 0 0 0 A X 2 0 0 2 0 0 0 B X 16 0 0 16 0 0 0 C X 12 0 0 12 0 0 0 D X 11 0 0 11 0 0 0 X 0 0 1 0 0 0 0 0 Totall Y 1 62 1 0 I 0 62 0 0 1 0 Total X 41 1 0 1 0 1 41 1 0 1 0 1 0 Seismic Load Floors 2 Floor2 Fill r3 Floor4 1 6 14 14 Ib Floor Roof Floor Roof Floor Roof Roof 3 Floor Totals(lb)Line 32690 0 Line/Total Lb 3909 0 0 5791 0 0 0 1 2 3 4 Total (lb) 1 946 0 0 1401 0 0 0 946 1401 0 0 2347 2 1576 0 0 2335 0 0 0 1576 2335 0 0 3911 3 1009 0 0 1494 0 0 0 1009 1494 0 0 2503 4 378 0 0 560 0 0 0 378 560 0 0 939 A 191 0 0 282 0 0 0 191 282 0 0 473 B 1525 0 0 2260 0 0 0 1525 2260 0 0 3785 C 1144 0 0 1695 0 0 0 1144 1695 0 0 2839 0 1049 0 0 1554 0 0 0 1049 1554 0 0 2602 0 0 0 0 0 0 0 0 0 0 0 0 Total 7818 0 0 11582 0 0 0 Vertical Distribution w`h Floor 1 2 31 4 Floor4 1 6 14 14 14 Sumw'h 2 5674 19614 0 0 25288 3 9457 32690 0 0 42147 4 6052 20922 0 0 26974 A 2270 7846 0 0 10115 R 1144 3955 0 0 5099 C 9152 31637 0 0 40790 D 6864 23728 0 0 30592 6292 21751 0 0 28043 Total 0 0 0 0 0 Wintl Tributarvfitl Line Total Direction I Floor? I Floor Floor3 Floor4 1 Y 15 15 0 0 2 Y 25 25 0 0 3 Y 16 16 0 0 4 Y 6 6 0 0 A X 2 2 0 0 B X 16 16 0 0 C X 12 12 0 0 D X 11 11 0 0 X 0 0 0 0 Total Y 62 62 0 0 Total X 41 41 r 0 0 Distributed Farce Ib Floor 1 2 3 4 2347 1820 0 0 3911 3034 0 0 2503 1941 0 0 PA 939 728 0 0 473 367 0 03785 2936 0 0 2839 2202 0 0 2602 2018 0 0 #DIV/01 #DIV/01 #DIV/01 #DIV/ -1 Nall Hight Shear Line Level eft A 2 V Wntl= Total Length 418 lb 4 V E0= Wall Type 367 lb A 280pr O.7W EO= 256.89 lb Leading Capaci Desi n Ratio Dead Load I U lift do I Net U lift Oh Length 2vdh v Wind v EO v Wind v EO Wind EO w pl P Ib Wind EO Wind EO . 2 0.5 104 64 364 130 0^_9 049 350 500 835 514 325 4 2 0.5 104 64 364 130 0.29 0.49 350 500 835 514 325 4 Le 0 1 0 0 0 0 000 0.00 350 500 0 0 0 0 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 0 1 0 0 0 0000 0 C9 350 500 0 0 0 0 0 1 0 0 10 0 000 1 000 1 350 1 500 1 0 1 0 10 0 Nall Hight Shear Lina Level Bk B 2 V Wnd= Total Length 3342 lb 6 V ED= Wall Type 2936 lb C 490pff 0.7-V ED= 2055.12lb Loading can,acitv I Desi an Ratio I Dead Lead I U lift Ib Net linift (in)- IbSe ment Segment Length 2WAh v Wind v EO v Wind v ED Wind EO w P Ib Wind I ED Wind EO a 3 1 0.75 557343 686 368 0 81 0.93 350 500 4458 2740 3841 2125 b 3 0.75 557 343 688 368 081 0.93 350 500 1 4458 1 2740 W41 2125 c 0 11 0 0 0 0 0.00 000 350 500 0 0 0 0 d 0 1 0 0 0 0 0.00 000 350 5000 0 0 0 e 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 f 0 1 1 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 Nall Hi ht Shear Line Level aft C 2 V Wind= Total Length 2506 lb 12 V ED= Wall Type 2202 lb A 28 0.7-V ED= p 1541.3411, Loading CaDeCIN I Design Ratio I Dead Lead I Low rf Net U lit Ib Segment Length 2,1h v Wind v EQ v Wind v ED Wind EO w P Ib Wind ED Wind EO 12 1 209 728 364 280 0.57 049 350 500 1671 1028 t11 0 0 1 0 0 0 0 OAO 0.00 350 500 0 0 0 0 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 0 1 0 0 0 0 0.00 000 350 500 0 0 0 0 0 1 0 0 0 0.00 000 350 500 0 0 0 0 Nall Hight Sear na Level 5ft 1 V Wind= Total Length 394016 V E0= Wall Type 2602 lb A 280 pM 0.M E0= 1621.63 lb LoadinI caoacitv I Design Ratio I Dead Load I Il lft (lhI I Net U Win nKI Segment I Length I 2wih v Wind I v EO 1 v Wind v ED Wind EO w P Ib Wind EO Wind EO a 20.4 1 77 41 364 260 0.21 0.1G 350 500383 203 0 0 6 24.5 1 77 41 364 280 0.21 0.16 350 500 383 203 0 0 c 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 tl 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 e 0 1 0 0 0 0 0.00 0.00 350 600 0 0 0 0 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 Nall Hight 5 ear n¢ Level eft 2 V Wind= Total Length 22981b it.3 V ED= Wall Typa 20181b A 260 p8 0.7-V E0= 1412.9 lb Lead 1-n Ca Da c i N I Design Ratio I Dead Load I lllift Ib I Net U Idt Ib Segment I Length 2vdh v Wind I v ED v Wind v ED Wind I EO w P Ib I Wntl I EO I Wind I EO 5.33 1 203 125 364 260 0.56 0.48 350 500 1622 996 763 138 b 6 1 203 125 3B4 260 0.56 0.48 350 500 1822 998 692 66 c 0 1 0 0 0 0 0 00 0.00 350 500 0 0 0 0 La tl 0 1 0 0 0 0 0.00 0.00 350 500 0 0 0 0 e 0 1 0 0 0 0 0.00 O.OD 350 500 0 0 0 0 f 0 1 0 11 0 0 0.00 0.00 350 500 0 0 0 0 Nall Hight Level Sit 2 V Wntl= Total Length 2393 lb 34 V ED= Wall Type 1820 lb 60 pa 0.7•V EO= 1274.09lb Leading I Capacity I Design Ratio I Dead Lead I Lffilift Net -U.I& (Ib) Segment I Length I 2vdh v Wind I v_EO I vWintl I v_ED I Wind EO w(H P(lb) I Wind I ED I Wind I E0 18 1 70 37 364 260 0.19 0.14 150 500 563 300 0 0 18 1 70 37 364 280 019 014 150 500 563 3000 0 1 0 0 0 0 DOD000 150 500 0 0 0 0 La 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0 0 1 0 0 000.00 0.00 150 500 0 0 0 0 0 0 0 0 OOD 0.00 150 0 0 0 0 Nall Hight Shear Line Level 5ft I 1 V Wind= Total Length 4075 lb 27 V E0= Wall Type 2347 lb A 280 pH ).TV ED= 1642.6716 Loading Capacitv I Design Ratio I Dead Load I U lift Ib Net Ulift Ib vWind v ED vWnd v ED Wntl EO w H Pfib) Wnd E0 Wnd ED 151 61 364 280 041 023 150 500 755 151 61 364 260 041 0.23 150 500 755 304 0 0 Enih 0 0 0 0 000150500 0 0 0 0 0 0 0 0 OOD 0.00 150 500 0 0 0 0 0 0 0 0 0.00 000 150 500 0 0 0 0 0 0 0 0 1 000 1 0.00 1 150 1 500 0 0 0 0 Nall Hight Shear Line Level 8ft 2 2 V wnd= Total Lerifffid 398916 14 V EQ= Wall Type 3034 lb A 260p1f 0.7-V E0= 2123.4916 Loading capacity Design Ratio I Dead Load I Uplift (lb) Net U lift Ib Segment Length Mh v Wind I v EQ I v Wind I v EO I Wind I EQ I w P Ib Wind I EQ I Wind I EQ a 14 1 285 152 1 364 1 260 1 078 1 0.58 1 260 1 500 1 2279 1213 867 1 0 It 0 1 0 0 0 0 OOD 0.00 260 500 0 0 0 0 c 0 1 0 0 0 0 0.00 0.00 260 s00 0 0 0 0 d 0 1 0 0 1 0 1 0 0.00 0.00 1 260 1 500 1 0 j 0 0 0 e 0 1 20 1 0 1 0 0.00 I 000 1 260 1 500 0 0 0 0 f 0 1 0 0 1 0 1 0 1 000 1 0.00 1 260 1 500 1 0 1 0 I0 0 Nall Hip M Shear Line Level 8 f 3 2 V vdnd= Total Length 4347 lb 12 V EQ= Wall Type 250316 A pff 0.7-V E0= 1752.1916 Loading Capacity Design Ratio I Dead Load I Uphi Net U Itlt Ib Segment Length 2Wh v WindJEEQv Wind v EQ. Wind EQ w tl P Ib Wind EQ Wind EQ a 17 1 181 364 250 010 0.11 150 500 340 137 0 0 b 0 1 181 364 260 010 0.11 150 500 340 137 0 0 0 1 0 0 0 000 0.00 150 500 0 0 0 0 d 0 1 0 0 0 0.00 000 150 500 00 0 e 0 1 0 0 0 0o0 000 150 Soo 0 0 0 0 f 0 1 0 0 1 0 0.00 OOo 150 500 0 0 0 0 Nall Hight Shear Line Level 5ft 3 1 V Wnd= ofa engt 434716 24 V EQ= Wali Type 2503 lb A 260pff 0.7-V ED= 657.0716 Loading Capacity Design Ratio I Dead Load I Uplift Ib Net Uplift Ib Se ment Len th 2 h v Wind v EQ I v Wind I v EQ I Wind I EQ I w( P Ib Wind I EQ I Wind I EQ a 6 1 BB 27 364 260 0.19 0.11 150 500 340 137 0 0 b 6 1 fi8 27 364 260 019 0.11 150 500 340 137 0 0 c 0 t 0 0 0 0 0,00 0.00 150 500 0 0 0 0 d 0 1 0 0 0 0 0,00 0.00 150 500 0 0 0 0 e 0 t 0 0 0 0 0.00 0.00 150 Soo 0 0 0 0 f 0 0 0 0 0 0.0 000 150 500 0 0 0 Nall Hight ear ne Level Sit 1 V Wnd= Total Length 163011, V EQ= Well Type 939 lb A 280 OPV EQ= pff 657.07 lb Loading Capacity Design Ratio Dead Load I Uplift Ib Net U Rt Ib Segment Length 2 h v Wind v EQ v Wind v EQ Wind EQ w P Ib Wind EQ Wind EQ a 12 1 68 27 354 260 0.19 0.11 150 500 340 137 0 0 b 12 1 68 27 364 260 0.19 0.11 150 500 340 137 0 0 c 0 1 0 0 0 0 0.00 0.00 150 500 0 0 0 0 d 0 1 0 0 0 0 O.00 0.00 150 500 0 0 0 0 e 0 1 0 0 0 0 OOD 0.00 150 500 0 0 0 0 f 0 t 0 0 0 0.00 0.00 150 0 0 0 !i ®(� JOB SUMMARY REPORT • ` FolrteAte OS: Roof Job Notes jBrad Crookston Member Name Results Current Solution Comments Bl_a Passed 2 Piece(s) 2 x 10 Douglas Fir -Larch No. 2 Bi_b Passed 2 Piece(s) 2 x SO Douglas Fir -Larch No, 2 B2_a Passed 3 Piece(s) 2 x 10 Douglas Fir -Larch No. 2 B2_b Passed 3 Plece(s) 2 x SO Douglas Fir -Larch No. 2 53_b Passed 2 Plece(s) 13/4" x 9 12" 2.0E Mlcrollamp LVL B4_a Passed 2 Piece(s) 2 x 10 Douglas Fir -Larch No. 2 135_b Passed 2 Plece(s) 13/4" x 117/8" 2.0E Microllaup LVL B2_c Passed 3 Plece(s) 2 x 10 Douglas Fir -larch No. 2 02r Main Member Name Results Current Solution Comments B6 Passed 2 Piece(s) 2 x 8 Douglas Fir -Larch No. 2 B7 Passed 2 Plece(s) 13/4" x 7 1/4" 2.0E Microllam® LVL B8 Passed 1 Plece(s) 13/4" x 117/8" 2.0E Microllam® LVL B9_a Passed 1 Piece(s) 117/8" T3I@ 110 @ 16" OC B9_b Passed 1 Plece(s) 11716" T3I@ 110 @ 16" OC BII Passed 1 Piece(s) 13/4" x 117/8" 2.0E Microllam@ LVL B13 Passed 2 Piece(s) 117/8" TJI@ 210 @ 16" OC 139_c Passed 1 Piece(s) 117/8" TJI@ 210 @ 16" OC Cantilever Reinforcement (PBS) Reaulned Forte Software Operator Job Notes jBrad Crookston Crookston Custom Designs (435)757-2996 brad@crookstondesigns. corn I Ill 6/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page i of 17 %! C ® 1� 6 T E ' MEMBER REPORT Roof, 91_a I f G 2 piece(s) 2 x 10 Douglas Fir -Larch No. 2 Overall Length: 56" + 0 5' 3" All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ LocationM0,275Paswd :-Bearing AvaLlable sult LDF Load: Combination (Pattern) Member Reaction (lbs) 2769 @ 0sed I -Trimmer - DF (98%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 1867 @ 10 3/4"sed 1100 (49%) 1.15 1.0 D + 1.0 S (All Spans) Moment (PAILS) 3808 @ 2' 9"sed 1.50" (94%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl, in 0.046 @ 2' 9"ssed 1925 (4999+) -- 1.0 D + 1.0 5 (All Spans) Total Load Dan. (in) 0.065 @ 2'9"ssed (U999+) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL(U240). • Bracing (Lu): All compresion edges (top and bottom) must be braced at 5'6" o/c unless detailed otherwise. Proper attachment and positioning of lateral Lacing is required to achieve member stability. • Applicable calculations are based on NDS. Supports Total :-Bearing AvaLlable Required Dead:' - LoadstaiSuppotts(fis) Snow Total% Live Accessories I -Trimmer - DF 1.50" 1.50" 1.50" 844 1100 1925 3869 None 2 -Trimmer -OF 1.50" 1.50" I.50" 844 1100 1925 3869 None Loads Location(Side) Tributary Width Dead Roof Live Snow. :(0.90). (nomanow:Lxs) -(1.15). conventional 0 -Self Weight(PLF) Oto 5'6" N/A 7.0 1 - Uniform (PSF) 0 to 5'6" 20' 15.0 20.0 35.0 ArReseaidenstial - Living Weyerhaeuser Notes Weyerhaeuser warrants that the sizing ofis produclswill be in accordance with Weyerhaeuser product design cmana and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer ta current Weyerhaeuser Iibiscure for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are notdesignei by thissofl vare 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 Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by SCC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hdp://www.woodbywy.com/sewices/s_CodeRepoftaspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Wall Member Type: Header Building Use: Residential Building Cade: IBC 2009 Design Methodology: ASD 0 SUSTAINABLE FORESTRY INITIATIVE Forte$&Ware Operator 11/16120162:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 FOrfe.4te Page 2 of 17 Job Notes Brad Crookston Crookston Custom Designs 1 (435)757-2906 brad@crooketondesigns. com — a c ®RTE " MEMBER REPORT Roof,, 81_b d�mast a ! e 2 piece(s) 2 x 10 Douglas Fir -Larch No. 2 Overall Length: 6'9" + gg 0 n 0 All locations are measured tram the outside face of left support (or left cantilever end).AII dimensions are honzontal.;Drawing is Conceptual Design Results <Actual 0 Location 'Allowed - Result. LDF. LAad:.Combination (Pattern). Member Reaction (lbs) 2386 @ 0 2813 (1.50") Passed (85%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 1753 @ 10 3/4P 3830 Passed (46%) 1.151 1.0 D + 1.0 S (All Spans) Moment (R -lbs) 4027 @ 3' 4 1/2" 4059 Passed (99%) 1.15 1.0 D + 1.0 S (All Spans) Live load Defl. (in) 0.072 @ Y4 1/2" 0.225 Passed (4999+) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.104 @ 3' 4 12" 0.338 Passed (L/776) -- 1.0 D + 1.0 S (All Spans) • uenecaon crena: u IL/6bU) and i L • Bracing (Lu): All compression edges (top and bottom) must be braced at 1'3 7/6" d/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design create and published design values. Weyerhaeuser eapresdy disdaims any other warranties related to the wlhvare. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having junsdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to wstainable forestry standards. Weyerhaeuser Engineered Water Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hap://w.vw.woodbywy.wm/services/s_CodeReports.asp. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Wall Member Type: Header Building Use: Residential Building Cede : IBC 2009 Design Methodology: ASD 0 SUSTAINABLE FORESTRY INITIATIVE Forte Software operator 11/16/20162: 09: 10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 3 of 17 Tributary 'Searing Loads Loads to Supports likes) .:(0.90) (nonenow; 1.]5) (1:15). Supports Total Available Required Dead : oe Snow Total Accessories I - Trimmer - DF 1.50" 1.50" 1.50" 732 995 1659 3331 None 2 -Trimmer -DF 1.50" 1.50" 1.50" 732 945 1659 3331 None Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design create and published design values. Weyerhaeuser eapresdy disdaims any other warranties related to the wlhvare. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having junsdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to wstainable forestry standards. Weyerhaeuser Engineered Water Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hap://w.vw.woodbywy.wm/services/s_CodeReports.asp. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Wall Member Type: Header Building Use: Residential Building Cede : IBC 2009 Design Methodology: ASD 0 SUSTAINABLE FORESTRY INITIATIVE Forte Software operator 11/16/20162: 09: 10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 3 of 17 Tributary Dead : Roof Uve Snow" Loads Location (Side) Width .:(0.90) (nonenow; 1.]5) (1:15). Comment, 0- Self Weight(PLF) Oto 6'9" N/A 7.0 1 - Uniform (PSF) 0 b 6' 9" 14' 15.0 20.0 35.0 Residential -Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design create and published design values. Weyerhaeuser eapresdy disdaims any other warranties related to the wlhvare. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having junsdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to wstainable forestry standards. Weyerhaeuser Engineered Water Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hap://w.vw.woodbywy.wm/services/s_CodeReports.asp. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Wall Member Type: Header Building Use: Residential Building Cede : IBC 2009 Design Methodology: ASD 0 SUSTAINABLE FORESTRY INITIATIVE Forte Software operator 11/16/20162: 09: 10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 3 of 17 Job Notes Brad Crookston Crookston custom Designs (435)757-29a6 bred@crooked,desune. cora -.d C ®G C ' MEMBER REPORT Roof, B2_a �rioli r Il G 3 piece(s) 2 x 10 Douglas Fir -Larch No. 2 Overall Length: 6'11" # 0 618" C All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual Design Results Actual® Location Allowed I Result LDF I Laadr Combination(paltern) --. Member Reaction (lbs) 3495 @ 0 4219 (1.50") Passed (830/a) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 2590 @ 10 3/4" 5744 Passed (45%) 1.15 1.0 D + 1.0 S (All Spans) Moment (R -lbs) 6043 @ 3' 5 1/2" 6088 passed (99%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Dell. (in) 0.076 @ 3' 5 1/2" 0.231 Passed (L/999+ -- 1.0 D + 1.0 S (All Spans) Total Load DeN. (in) 0.110 @ 3' 5 1/2" 0.346 Passed (L/757) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (4360) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 1' 711/16" o/c unless detailed otherwise. Proper attachment and portioning of laurel bracing is required to achieve member stability. • Applicable calculations are based on NOS. .Loads Location (Side) . Bearing Dead (0.90) Roof Live' (nen-mewri25) Loads to Supports (]be) Commanb Supports Total Available Required Dead : Roof Snow Total.. Accessories` 1 -Trimmer -OF 1 1.50 1.50" 1074 1383 2421 4876 None 2 -Trimmer -DF 1.50" 1.50" 1.50" 1074 1 1383 2421 4878 None .Loads Location (Side) Tributary Width Dead (0.90) Roof Live' (nen-mewri25) Snow (1.15) Commanb 0 -Sep Weight(PLF) 1 Oto 6'11" N/A 10.6 I - Uniform (PSP) 0 to 6'11" 20' 15.0 20.0 35.0 Areas tial -Living Areas Weyerhaeuser Notes } Weyerhaeurerwerrants that the sizing of its products will be in accondance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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 calcu lation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer hUp://www.woodbywy.om/services/s_CodeRepor aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System :Wall Member Type: Header Building Use: Residential Building Cade : IBC 2009 Design Methodology: ASO 1 SUSTAINABLE FORESTRY INITIATIVE Forte Software Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 FOrm.4fe Page 4 of 17 Job Notes Brad Crookston Crookston custom Designs (436)757-2906 i bred@crockstondesignscore i ® R T E' MEMBER REPORT Roof, B2_b tl�1 r C 3 piece(s) 2 x 30 Douglas Fir -Larch No. 2 Overall Length: 3'9" 1 0 o + o 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual Design Results - Actual C Location Allowed Result LDF Load: Combination (Pattern). . Member Real (lbs) 3704 @ 0 4219 (1.50") Passed (88%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 3068 @ 10 3/4" 5744 Passed (53%) 1.15 1.0 D + 1.0 S (All Spans) Moment (R -Its) 5696 @ 1' 10 1/2" 6088 Passed (94%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Deli. (in) 0.017 @ V 10 1/4" 0.125 Passed (L/999+) -- 1.0 D + 1.0 5(All Spans) Total Load Def (in) 0.025 @ 1' 10 1/4" 0.188 Passed (L/999+) -- 1.0 D + 1.0 S(All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Bracing (Lu):All compression edges(top and bottom) must be braced ata' 9" a/c unlessdetailed otherwise Proper attachment and positioning of lateral bracing is required to achieve memberstability. • Applicable calculations are based on NDS. Loads Location(S)de) Bearing Dead' (0190) Roof Live: (noeenow:. 123) - Loads to Supports (Ibs) 0-SBIt Welght(PLF) itipports Total Available Required Dead - Lia Snow TotalAxeuorfee I -Trimmer - DF 1.50" 1.50" 1.50° 1125 1 1474 1 2579 5178 None t -Trimmer - DF 1.50" 1.50" 1.50" 928 1 1211 1 2120 4259 None Loads Location(S)de) Tnbutam -:Width Dead' (0190) Roof Live: (noeenow:. 123) Snow: (1.15). Cammenla 0-SBIt Welght(PLF) Oto 3'9" N/A 10.6 I - Uniform (PSF) 0 to 1' 10 12" 14' 15.0 20.0 35.0 Residential -Living Areas 2-Point(Ib) 1'1012" N/A 1620 2160 3780 Weyerhaeueer Rote6 Weyerhaeuserwarrants that the sizing of its products will be in accordancewith Weyerhaeuser productdesign criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related ro the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Bloclang Panels and Squash Blocks) are not designed by this software. Use of this software is not intended le circumvent the need for a design professional as determined by the authority having junsdicdon. The designer of record, builder or framer is responsible to aswre that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party, certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hop://www.modbm.mm/services/s_Code eportsaspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brad Crookston Orookston Custom Designs (435)757-29D6 bmd@cmokstondesigns.com PASSED System : Wall Member Type: Header Building Use: Residential Building Code: IBC2009 Design Methodology: ASD (SfJ SUSTAINABLE FORESTRY INITIATIVE 11 /16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 5 of 17 w1 F ® D T MEMBER REPORT Roof, B3_b f/1 ae E G 2 piece(s) 13/4" x 9 1/2" 2.0E Microllam@ LVL Overall Length: T11" 0 0 T All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing Is Conceptual Design Roanoke ' ' Actual Q Ossetia. Allowed Result) LUF Load; Combination (Pattern). Member Reaction (Ibs) 5780 @ 4" 12031(5.50") Passed (48%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 4518 @ 1' 3" 7265 Passed (62%) 1.15 1.0 D + 1.0 S (All Spans) Moment (R -lbs) 13172 @ 4' 13541 Passed (97%) 1.15 1.0 D + 1.0 S (AII Spans) Live Load Defl. (In) 0.180 @ 9' 0.242 Passed (L/484) - 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.258 @ 9' 0.363 Passed (L/337) -- 1.0 D + 1.0 S (AII Spans) • Deflection criteria It (U360) and TL (U240). • Bracing (W): All compression edges (tap and bottom) must be braced at 2' 115/6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Blockinq Panels areassumed to cam no loads applied directiv above them and the full load is applied to the member beino desiuned Loads Location (Side) "Bearing Dead..i (0.90) Roof Live. (nnmenew: L23) Lcadsto Supports; gls) 0 -Self Weight(PLF) Supports Total Available Required Dead ive Snow Total- Accessories'. 1 -Stud wall - DF 5.50" 5.50" 2.69" 1761 2297 4019 8077 Blocking 2 -Stud wall - DF 5.50" .5.50" 1.69" 1136 1963 2561 5160 Blocking • Blockinq Panels areassumed to cam no loads applied directiv above them and the full load is applied to the member beino desiuned Loads Location (Side) Tributary Width Dead..i (0.90) Roof Live. (nnmenew: L23) Snow (1.15):) Comments'. 0 -Self Weight(PLF) 0 to 7' 13" N/A 9.7 1 -Uniform (PSF) Oto 4'(Front) 20' 15.0 20.0 35.0 Residential - Living Areas 2-Point(lb) 4' (Front) N/A 1620 2160 3780 Weyerhaeuser Notea "I Weyerhaeuser warrants that the sizing of its produc6 will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://v .woodbywy.com/services/s_CadeRepoftaspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Floor Member Type: Drop Beam Building Use: Residential Building Code: IBC 2009 Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE i Forte Software Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te I Page 6of 17 Job Notes B dC.kst.n Crookston Custom Designs mo I (436)]51-2906 brad@cmoksteiidesigns.com a F O 1'6 T E MEMBER REPORT Roof, B4 a 2 piece(s) 2 x 10 Douglas Fir -Larch No. 2 Overall Length: 10'11" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are honzontal.;Drawing is Conceptual Design Resuhs Actual @Location 'Allowed Result LDF Longi Chumbinatlon(Pattern).:' Member Reaction (lbs) 1130 @ 4" 10313 (5.50") Passed (11%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 876 @ 1' 2 3/4" 3830 Passed (23Wo) 1.15 1.0 D + 1.0 S (All Spans) Moment (R -lbs) 2719 @ 5' 5 1/2" 4059 Passed (67%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Dell. (in) 0.110 @ 5' 5 1/2" 0.392 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans Total Load Der. (in) 0.162 @ 5' 5 1/2" 0.512 Passed (L/757) -- 1.0 D + 1.0 S (All Spans) mW Pwild. utyauu2 gnu 14 iw[ uj. • Bracing (Lu): All compression edges (top and bottom) must be braced at 10' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • Applicable calculations are based on NDS. Diocxny racers are assumed no cavy no mans apphim mrecny Dove mem Dna the tall load is applied to the member being designed. Bearing -... Loodsto Supperta(lbe) Loads Supports -: Total Available Required Dead: RLowoeF Snow Total Accessories brad@cmckstondeslgns.com 1- Uniform (PSF) 0 roFoont 1 q' 15.0 20.0 35.0 Residential - Living 1 -Stud wall - DF 5.50" 5.50" 1.50" 366 1 437 1 764 1567 Blocking 2 -Stud wall - DF 5.50" 5.50" 1.50" 1 366 1 437 1 764 1567 Blocking Diocxny racers are assumed no cavy no mans apphim mrecny Dove mem Dna the tall load is applied to the member being designed. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser erzpressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details (www.woodeovy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Umber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer 0 http://www.modbywy.com/services/s_CodeRepoftaspx. The product application, in put design loads, dimensions and support information have bass provided by Forte Software Operator PASSED System : Roor Member Type: Drop Beam Building Use : Residential Building Code : IBC 2009 Design Methodology: ASD QS SWNABLE FORESTRY INITIATIVE Fonesoftwera Operator 11/16/20162:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te, Page 7 of 17 Tribute, Dead:.' Reof Live Snow Loads Location.(Side) Width (0.90) . brim mow:L25) (1.15). eommeMa 0 -Salt WeigM(PI F) Oto 10'11" N/A 7.0 brad@cmckstondeslgns.com 1- Uniform (PSF) 0 roFoont 1 q' 15.0 20.0 35.0 Residential - Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser erzpressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details (www.woodeovy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Umber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer 0 http://www.modbywy.com/services/s_CodeRepoftaspx. The product application, in put design loads, dimensions and support information have bass provided by Forte Software Operator PASSED System : Roor Member Type: Drop Beam Building Use : Residential Building Code : IBC 2009 Design Methodology: ASD QS SWNABLE FORESTRY INITIATIVE Fonesoftwera Operator 11/16/20162:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te, Page 7 of 17 Job Notes j Brad Crookston Crookston Custom Designs (436)757-2906 brad@cmckstondeslgns.com L ._-__ �1 C E o R T MEMBER REPORT Roof, B5 -b PASSED 1 F G 2 piece(s) 13/4" x 117/8" 2.0E Microllam® LVL Overall Length: 18'6" 0 0 5 o a All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual Design Results `' Actual Wooden=6a ..:Bearing sult WF Load: Combination(PaHban) : Member Reaction (lbs) 2887 @ 11/2" Supports sed (37%) -- 1.0 D + 1.0 S (AII Spans) Shear (Its) 2500 @ 1' 2 7/8"sed lA a snow (28%) 1.15 1.0 D + 1.0 S (All Spans) Moment (R -lbs) 12995 @ 9' 3" 1.50" sed (63%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. in 0.561 @ 9' 3"sed 3.00" (U391) -- 1.0 D + 1.0 S (All Spans Total Load Del (in) 0.834 @ 9'3" 3998 None ssed (U263) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 11' 71/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Loads Location (Side) ..:Bearing Dead': (0.90): Roof Live snow' (nomenow: L25) (1.15) . Commands Loadsto Supports (flus) Dto 18'6" Supports Total Available Required Deed lA a snow Total. Accesaorles- 1- Trimmer -OF 3.00" 3.00" 1.50" 945 1110 1943 3998 None 2 -Trimmer -OF 3.00" 3.0 D' 1.50" 945 1110 1943 3998 None Loads Location (Side) Tributary Width Dead': (0.90): Roof Live snow' (nomenow: L25) (1.15) . Commands 0- Self Weighl(PLF) Dto 18'6" N/A 12.1 7 -Uniform (PSF) 0 to 36' 6" 6' 15.0 20.0 35.0 Residential - Living Areas Weyerhaeuser Notes 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. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having is red cbon. The designer of record, builder or framer is responsible to assure that Nis calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party cerbR d to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hop://www.MDdbM.com/services/s_Codep.eports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Op erator Job Notes Brad Crookston Crookston Custom Designs (435)757-29D6 brad@crookstondeslgnscorn System : Wall Member Type: Header Building Use : Residential Building Code : IBC 2009 Design Methodology: ASD (0 SUSTAINABLE FORESTRY INITIATIVE 11/16120162:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4fe Page 8 of 17 aF ®RTE ' MEMBER REPORT Roof, B2_c 3 piece(s) 2 x 30 Douglas Fir -Larch No. 2 Overall Length: 5'6" + 0 5'3' 0 a At I locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual Design Results - Actual Location Allowed Result - LDP Load: Combination (Pattern). Member Reaction (lbs) 3222 @ 0 4219 (1.50") Passed (76%) - 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs) 2172 @ 10 3/4" 5744 Passed (38%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (R -lbs) 4430 @ 2' 9" 6088 Passed (73%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Dell. (in) 0.033 @ 2'9" 0.183 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 S(All Spans) Total Load DeR. (in) 0.051 @ 2'9" 0.275 Passed (U999+) -- 1.0 D + 0.75 L + 0.75 S (All Spans) Deflection critena: LL (1-1360) and TL (1-/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 5' 6" a/c unless detailed otherwise. Proper attachment and positioning of lateral brecing is required to achieve member stability. Applicable calculations are based on NDS. PASSED £ System : Wall Member Type: Header Building Use : Residential Building Code: IBC 2009 Design Methodology: ASD .Loads Location (Side) Bearing Dead ' Floor Live' Roof Live ( (0.90) (1.00)'.. (.are.. L23) Loadsto Supporta (lee) Cornmeal 0- Self Weight(PLF) Supports Total Available I Required Dead.'. Floor Root snow Total Accessories 20' 15.0 - 20.0 35.0 Areas tial - Uving A Areas Live .Live 0 b 516- 8' I - Trimmer - OF 150 1 1.517 1 880 1100 1925 5023 None 2 -Trimmer -OF 1.50" 1.50" I.50" 1118 880 1100 1925 5023 None .Loads Location (Side) Tributary Width Dead ' Floor Live' Roof Live ( (0.90) (1.00)'.. (.are.. L23) Snow r. (1.15) Cornmeal 0- Self Weight(PLF) 0[05'6" N/A 10.6 1 -Uniform (PSF) 0 P 5' V 20' 15.0 - 20.0 35.0 Areas tial - Uving A Areas 2 -Uniform (PSF) 0 b 516- 8' 12.0 90.0 - Weyerhaeuser -Notes 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. Refer to current Weyerhaeuser litembue for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not desgned by this 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 Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbyoy.com/mmicse/s_CodeReportsaspx. 0SUSTAINABLE FORFSMINITIATIVE j Forte Software Operator ,lob Notes 11/16/2016 2:09:10 PM Brad Crookston Forte v5.1, Design Engine: V6.5.1.1 Crookston Custom Designs FOrfe.4fe (435)757-2906 i bmd@crookstondeslgns. card Page 9 of 17 �C A R 4 G C '" MEMBER REPORT Main, B6 F <i 1 2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Overall Length: 4'4" + 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizomal.;Drawing is Conceptual D¢Bi a R¢gDh6 Actual ®Location Allowed I Result I WE I Load: Combination'(pattern) Member Reaction (lbs) 2153 @ 0 2813 (1.50") Passed (77%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 1428 @ 8 3/4" 2610 Passed (55%) 1.00 1.0 D + 1.0 L (Ali Spans) Moment (R -lbs) 2332 @ 2' 2" 2365 Passed (99%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Der. (in) 0.040 @ 2' 2" 0.144 Passed (U999+) -- 1.0 D + 1.0 L (Al Spans) Total Load Den. (in) 0.052 @ 2'2" 0.217 Passed (U999+) -- 1.0 D + 1.0 L (All Spans) Deflection criteria: LL (1./360) and TL (L/240). Bracing (U): All compression edges (tap and bottom) must be braced at 2110 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS. Weyerhaeuser. Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly diwlaims any other warrantes related to the software. Refer to cunent Weyerhaeuser literature for installation details (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having ju Had ichon. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Umber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. Far current code evaluation reports refer To hap://www.modbywy.com/services/s_CodeReportsaspx. The prod uct application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System :Wall Member Type: Header Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD (Ij) SUSTAINABLE FORESTRY INITIATIVE Forte Software Operator 11/16/20162:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 10 of 17 Job Noses -. Bearing Dead Floor Live -. Loatl6 to Suppot4 (Ib s) Supports Total Available Regnired Dead Lie Total Acceccoriec 1 -Trimmer -DF 1.50" 1 1.50" 1.50" 506 1647 2153 None 2 -Trimmer -DF I.50" 1.50" 1.50" 506 1647 2153 None Weyerhaeuser. Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly diwlaims any other warrantes related to the software. Refer to cunent Weyerhaeuser literature for installation details (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having ju Had ichon. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Umber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. Far current code evaluation reports refer To hap://www.modbywy.com/services/s_CodeReportsaspx. The prod uct application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System :Wall Member Type: Header Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD (Ij) SUSTAINABLE FORESTRY INITIATIVE Forte Software Operator 11/16/20162:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 10 of 17 Job Noses Tributary Dead Floor Live -. 'Loads Incation(Shill :Width (0.90). (1.00):, Comments 0 -Self WeigM(PLF) Dto4'4" N/A 5.5 1-Uniform(PSF) Oto 4'4" 19' 12.0 40.0 Residential - Living Areas Weyerhaeuser. Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly diwlaims any other warrantes related to the software. Refer to cunent Weyerhaeuser literature for installation details (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having ju Had ichon. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Umber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. Far current code evaluation reports refer To hap://www.modbywy.com/services/s_CodeReportsaspx. The prod uct application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System :Wall Member Type: Header Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD (Ij) SUSTAINABLE FORESTRY INITIATIVE Forte Software Operator 11/16/20162:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 10 of 17 Job Noses Brad Crookston Crookston custom Designs (435)767-2906 bmd@cmoxstondesigns.com — F ® R Y E MEMBER REPORT Main, B7 2 plece(s) 13/4" x 7 1/4" 2.0E Mlcrollamp LVL Overall Length: TT' 0 i 7 0 0 All locations are measured fmm the outside face of left support (or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design :Results -Actuafg Location .Allowed Results LEIF.I Load: Combination (Pattern) Member Reaction (lbs) 3281 @ 2" 7656 (3.50") Passed (43%) -- 1.0 D + 1.0 L (All Spans) Shear (Hos) 2506 @ 10 3/4" 4821 Passed (52%) 1.00 1.0 D + 1.0 L(All Spans) Moment (R -Itis) 5686 @ T9 1/2" 7115 Passed (80%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (In) 0.204 @ Y9 1/2" 0.242 Passed (1./426) -- 1.0 D + 1.0 L All Spans) Total Load Defl. (in) 0.268 @ 3' 9 1/2" 0.363 Passed (L/325) -- 1.0 D + 1.0 L (All Spans) Uenecnon cnrena: U- (L/JbU) and I L (LR9U). Bracing (W): All compression edges (top and bottom) must be bated at 7' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required toachie✓e member stability. oiocmng ranels are assumed no tarty no loads applied directly above them and the full load is applied to the member being designed. 4: Hearing Loads W Support,(lba) Supports Total Available R.SpAred Dead FI Total Aeceaeodes 0- Self Weight(PLF) Oto 7'7' N/A 7.4 1 - Stud wall - OF 3.50" 3.50' 1.50" 779 2503 3282 Blocking 2 -Stud wall - DF 3.50" 3.50" 1.50" 779 2503 3282 Blocking oiocmng ranels are assumed no tarty no loads applied directly above them and the full load is applied to the member being designed. Weyerhaeuser Notes 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. Refer to current Weyerhaeuser literature for installation details. (www.woodbyny.com) Accessories (Rim Board, Blockng Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jum iction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable Forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports FSR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hdp://w.vw.woodbywy.wm/services/s_CodeRepol wpx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED Syatem : floor Member Type : Drop Beam Building Use: Residential Building Code : IBC 2009 Design Methodology: ASD 1 SUSTAINABLE FORESTRY INITIATIVE Forte eoftware operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 11 of 17 Tributary Dead Floor Lived Loads Location (Side) 'Width (0.90) (1.00)=. Comment 0- Self Weight(PLF) Oto 7'7' N/A 7.4 1 - Uniform (PSF) 0 W T7 (Front) 16-6" 12.0 40.0 Residential - Living Areas Weyerhaeuser Notes 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. Refer to current Weyerhaeuser literature for installation details. (www.woodbyny.com) Accessories (Rim Board, Blockng Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jum iction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable Forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports FSR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hdp://w.vw.woodbywy.wm/services/s_CodeRepol wpx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED Syatem : floor Member Type : Drop Beam Building Use: Residential Building Code : IBC 2009 Design Methodology: ASD 1 SUSTAINABLE FORESTRY INITIATIVE Forte eoftware operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 11 of 17 Job Notes Brad Crookston Crookston Custom Designs (435)757-2906 brad@crookstondesigns.com `__ F ® 1'd T E " MEMBER REPORT Main, B8 1 piece(s) 13/4" x 117/8" 2.0E Microllarr@ LVL Overall Length: 10' 1" r 0 i r Z 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual Design Results -Actual@ Location Allowed Result - LDF Load: Combination(Pattern)': Member Reaction (Ibs) 2652 @ 2" 3828 (3.50") Passed (69%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 1978 @ V3 3/8" 3948 Passed (50%) 1.00 1.0 D + 1.0 L (All Spans) Moment (R -lbs) 6251 @ 5' 1/2" 8924 Passed (70%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.193 @ 5' 1/2" 0.325 Passed (4607) -- 1.0 D + 1.0 L AII Spans) Total Load Defl. (in) 0.254 @ 5' 1/2" 0.488 Passed (1%461) -- 1.0 D + 1.0 L (All Spans) Deflection criteria: U. (1./360) and TL (L/240). Bracing (to): All compression edges (top and bottom) must be braced at 6' 117/16" c/o unless detailed otherwise. Popper attachment and positioning of lateral bracing is required to achieve member stability. 'Bearing Loads to Suppmts(lbs) Supports ` Total Available Required Dead "nor,Total Accessories Live 1 -Stud wall - DF 3.50" 3.50" 2.42" 636 2017 2653 Blocking 2 -Stud wall - DF 3.50" 3.50" 2.4T' 636 2017 2653. Blocking • Blockina Panels are assumed to cane no loads applied directly above them and the full load is applied to the menber being deamei Weyerhaeuser Notes r Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design coterie and published design values. Weyerhaeuser eupresay, disclaims any other warranties related to the software. Refer W current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blociang Panels and Squash Blocim) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority hating juosdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hdp://www.modbywy.com/services/s_CodeReportsasp . The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brad Crookston Crookston Custom Designs I (435)957-29D6 bmdpicrookstondesigns. com I PASSED System : Poor Member Type: Drop Beam Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD 0 SUSTAINABLE FORESTRY INITIATIVE 11 /16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 12 of 17 Tributary Dead Floor Liver Asda Location (Side) .Width (0.90) (1.00)(x. Commends -Self Welght(PLF) 0 to 10' 1" N/A 6.1 - Uniform (PSF) 0 to 10' 1" (Front) 10' 12.0 Re 40.0 Aadential - Uving Areas r Weyerhaeuser Notes r Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design coterie and published design values. Weyerhaeuser eupresay, disclaims any other warranties related to the software. Refer W current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blociang Panels and Squash Blocim) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority hating juosdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hdp://www.modbywy.com/services/s_CodeReportsasp . The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Brad Crookston Crookston Custom Designs I (435)957-29D6 bmdpicrookstondesigns. com I PASSED System : Poor Member Type: Drop Beam Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD 0 SUSTAINABLE FORESTRY INITIATIVE 11 /16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 12 of 17 ,a C ®RTE MEMBER REPORT Main, B9 a �' ■ 1 piece(s) 117/8" TJI® 110 @ 16" OC 4 0 Overall Length: 17'5" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions am hodzontal.;Drawing is Conceptual Design. Results Actual® Location :'Allowed -Result LOW Wad: Combination (Pattern) Member Reaction (lbs) 597 @ 2 1/2" 1041 (2.25") Passed (57%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 584 @ 3 1/2" 1560 Passed (37%) 1.00 1.0 D + 1.0 L(Al Spans) Moment (R -lbs) 2505 @ 8' 8 12" 3160 Passed (79%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Dell. (In) 0.333 @ 8' 8 1/2" 0.425 passed 4613 - 1.0 D + 1.0 L(All Spans) Total Load Defl. (in) 0.433 @ 8' 8 1/2" 0.850 Passed (L/471) 1.0 D + 1.0 L (All Spans) TJ-Pro—Rating 40 40 Passed -- - Deflection crena: LL (4410) and TL (L/290). Bracing (Lu): All compression edges (top and bottom) must be braced at 3 15116' o/c unless detailed otherwise. Proper attachment and positioning of lateral bating is required to achieve member stability. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edgei Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TJ -Pm- hating include: None KIM Ward Is assumed to carry all loads applied directly above it, bypassing the member being dedgned. Bearing Leads to Supports .(Ib) Dead, Supports Totai Available Required Dead Floor Told Aoceworiet Spacing ,(0:90) (1.00)> Comment 1 -Stud wall - SPF 3.50" 2.25" 1.75" 139 464 603 11/4"Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 139 469 603 1 1/4" Rim Board KIM Ward Is assumed to carry all loads applied directly above it, bypassing the member being dedgned. Weyerhaeuser Notes 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. Refer to current Weyerhaeuser literature for installation details (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended 0 circumvent the need fora 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 Products manufactured at Weyerhaeuser facilities are third -party certified M sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hop://wur✓u.modbywy.com/services/s_CodeRepoftespx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Floor Member Type : Joist Building Use: Residential Building Code : IBC 2009 Design Methodology : ASD 0 SUSTAINABLE FORESTRY INIiWrNE Fore Software Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4fe Page 13 of 17 Job Notes ! Brad Crookston Dead, Fla., Lhm 'Loads Location(Side) Spacing ,(0:90) (1.00)> Comment 1- Uniform (PSF) Oto 17'S" 16" 12.0 40.0 Residential -living Areas Weyerhaeuser Notes 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. Refer to current Weyerhaeuser literature for installation details (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended 0 circumvent the need fora 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 Products manufactured at Weyerhaeuser facilities are third -party certified M sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to hop://wur✓u.modbywy.com/services/s_CodeRepoftespx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Floor Member Type : Joist Building Use: Residential Building Code : IBC 2009 Design Methodology : ASD 0 SUSTAINABLE FORESTRY INIiWrNE Fore Software Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4fe Page 13 of 17 Job Notes ! Brad Crookston 1 Crookston Custom Designs (435)757-2906 brad@cmokstondesigns. tom a F ®RTE MEMBER REPORT Main, B9 b 1 pieces) 117/8" T3I@ 110 @ 16" OC 4 0 Overall Length: 28' 10 1/2" 0 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual t G Del :Results Actual @ Location Allowed - 17' ILDF Load: Combination (Poll 0 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual t G Del :Results Actual @ Location Allowed Result ILDF Load: Combination (Poll Member Real (lbs) 1279 @ 17' S 1/4" 1935 (3.50") Passed (66%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 671 @ 17'3 1/2" 1716 Passed (39%) 1.00 1.0 D + 1.0 L (All Spans) Moment (R-Ibs) -1989 @ 17' S 1/4" 3160 Passed (63%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.237 @ 8'2 9/16" 0.431 Passed (4872) - 1.0 D + 1.0 L (Alt Spans) Total Load Dell. (In) 0.299 @ 8' 115/16" 0.861 Passed (L/691) -- 1.0 D + 1.0 L (Alt Spans T3-Pro1" Rating 41 40 Passed -- -- Deflection criteria: LL (1-/480) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 315 7/8" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge`" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TJ-Pnd " Rating include: None Supports Total . Bearing Available Requited Londa W Supports (lbs) Dead. FLWe :Total Accessed. I - Stud wall - SPF 3.50" 1 2.25" 1.75" 115 401/-14 516/-14 1 1/4" RimBoard 2 -Stud wall - SPF 12.0 40.0 A., tial -Living press A 295 909 1279 No ne 3 -Stud wall - SPF 3.50" 2.25" 1.75" 52 281/-101 333/-101 11/4 "Rim Board Rim Board is assumed to carry all loads applied directly above It, bypassing the memder using designed. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of it product will be in accordance with Weyerhaeuser product design details and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having ju decoder. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.modbywy.com/services/s_Codepepo:tsaspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software opomtor Job Notes jBrad Crookston bead Floor LNe" Loads Locallon(Side) Spacing (0.90) (1.00).. Comments 1 - Uniform (PSF) O to 28110 1/2" 16" 12.0 40.0 A., tial -Living press A Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of it product will be in accordance with Weyerhaeuser product design details and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having ju decoder. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.modbywy.com/services/s_Codepepo:tsaspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software opomtor Job Notes jBrad Crookston Crookston Custom Designs (436)757-2006 bradgicrookstondesigns.com PASSED System :floor Member Type : Joist Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD 0 SUSTAINABLE FORESTRY INITIATIVE 11/16/2016 2:0910 PM Forte v5.1, Design Engine: V6.5.1.1 Forte. 4te Page 14 of 17 .�r.i c ®RTE MEMBER REPORT Main, 811 PASSED Til f G 1 piece(s) 13/4" x 117/8" 2.0E Microllamp LVL Overall Length: 17'6" E 1 B n 0 0 All locations are measured from the outside face of left support (or left cantilever end).All dimensions are hodzontal.;Drawing is Conceptual Design Results Actual @ Location' -Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1228 @ 2" 1673 (2.25") Passed (73%) -- 1.0 D + 1.0 L (All Spans) Shear (Its) 1139 @ V3 3/8" 3948 Passed (29%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 4235 @ 6 8 13/16" 8924 Passed (47%) 1.00 1.0 D + 1.0 L (Ali Spans) Live Load Der. (in) 0.354 @ 8'4 5/16" 0.429 Passed (L/582) -- 1.0 D + 1.0 LAII Spans) Total Load Der. (in) 0.486 @ 8'4 9/16" 0.858 Passed (L/424) - 1.0 D + 1.0 L (All Spans) Uerlecnon criteria: u (y9au) and I I.(IJL9U). Bracing (W): All compression edged (top and bottom) must be braced at 11' 21/8" c/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required W achieve member stability. :Bearing Loads to Supports (If Supporta Total Available Required used FLne -Total Accessories 1 -Stud wall -SPF3.50" 2.25" 1.65" 325 910 1235 11/4" Rim Board 2 -Stud wall - SPF 3.50 2.25" 1.50" 227 584 811 11/4"Rim Board in board Is assumed ro carry all loads applied directly some il, bypassing the member being dedgned. Weyerhaeuser Notes 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 m the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Aco sscries(Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of th is software is not intended W circumvent the need for a design professional as debannined by the authority having ju Had iction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Product manufactured at Weyerhaeuser facilities are third -party certified W sustainable forestry standards Weyerhaeuser Engineered Winter Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.modbywy.com/services/s_CodeReportsaspx. The product application, input design loads, dimensions and support information have been provided by fade Software Operator System : Floor Member Type: Rush Beam Building Use: Residential Building Code : IBC 2009 Design Methodology: ASD QSUSTAINABLE FORESTRY INITIATIVE Forte Soaware Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 ForteAfe Page 15 of 17 Job Notes Tributa Dead Floor Live Loads Loratumilside) Width"' (0.90)`. (1.00)r-. comments 0 -Self WelgM(PLF) 11/4"m 17'4 N/A 6.1 1 - Uniform FSF) 0 to 17' 6" (Front) 1' 4" 12.0 40.0 Residential - Uving Areas 2 -Point ub) 3'9" (Front) N/A 168 560 Weyerhaeuser Notes 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 m the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Aco sscries(Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of th is software is not intended W circumvent the need for a design professional as debannined by the authority having ju Had iction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Product manufactured at Weyerhaeuser facilities are third -party certified W sustainable forestry standards Weyerhaeuser Engineered Winter Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.modbywy.com/services/s_CodeReportsaspx. The product application, input design loads, dimensions and support information have been provided by fade Software Operator System : Floor Member Type: Rush Beam Building Use: Residential Building Code : IBC 2009 Design Methodology: ASD QSUSTAINABLE FORESTRY INITIATIVE Forte Soaware Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 ForteAfe Page 15 of 17 Job Notes j Brad Crookston i Crookston custom Designs r (435)757-2906 dred@civoksto designacom 'ice F ®bT L " MEMBER REPORT Main, B13 ''rill 1! 7 G 2 piece(s) 117/8" T3I@ 210 @ 16" OC Overall Length: 21' 10" 0 0 21'10" All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results- - Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 750 @ 2 1/2" 2267 (2.25") Passed (33%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 737 @ 3 1/2" 3310 Passed (22%) 1.00 1.0 D + 1.0 L (PAI Spans) Moment (Ft -lbs) 3975 @ 10' 11" 7590 Passed (52%) 1.00 1.0 D + 1.0 L (AII Spans) Live Load Dell. in 0.380 @ 10' 11" 0.535 Passed (L/676) - 1.0 D + 1.0 L(All Spans) Total Load Den. (in) 0.494 @ 10' 11" 1.071 Passed (L -- 1.0 D + 1.0 L (AII Spans) TJ -Pro'" Rating 40 40 Passed -- -- Defection criteria: Ll- (1-1480) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 61/4" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. A structural analysis ofthe deck has not been performed. Deflection analysis is based on composite action with a single layer of23J32" Weyerhaeuser Edge'" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the T.Ji Rating include: None Rim Board is assumed W carry all loads applied directly above it bypassing the member being designed. ' I Bearing Emil! Crookston orts (Ibc) Loads to SuppLive Floor Live >upports Toil Available I Required Dead. s .Total Accessions. -Stud wall - SPF 3.50" 2.25" 1.75" 175 582 757 1114"Rim Board !-Stud wall -SPF 3.50 2.25" 1.75" 175 SB2 757 I1J4"Rim Board Rim Board is assumed W carry all loads applied directly above it bypassing the member being designed. Weyerhaeuser Notes 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 W the software. Refer W current Weyerhaeuser Hansom for installation details. (www.woodbywy.com) Accessories (Rim Board, Blockng Panels and Squash Blocle:) are not designed by this software. Use of this software is not intended W circumvent the need for a design professional as determined by the authority having prediction. The designer of record, builder or framer is responsible W assure that this calculation is compatible With the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer fo hdp://www.woodbywy.com/swicws CodeReportsaspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Poor Member Type: Joist Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD 4 SUSTAINABLE FORESTRY INITIATIVE I Forte Software Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4fe Page 16 of 17 Job Notes Emil! Crookston Dead . Floor Live Loads Location(Side)spadn9 bmd Qcrookstondesigns com '.(0:90) (1.00) Comments 1 - Uniform (PSF) 0 to 21' 10" 16" 12.0 40.0 Reudenbal - Living Areas Weyerhaeuser Notes 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 W the software. Refer W current Weyerhaeuser Hansom for installation details. (www.woodbywy.com) Accessories (Rim Board, Blockng Panels and Squash Blocle:) are not designed by this software. Use of this software is not intended W circumvent the need for a design professional as determined by the authority having prediction. The designer of record, builder or framer is responsible W assure that this calculation is compatible With the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer fo hdp://www.woodbywy.com/swicws CodeReportsaspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator PASSED System : Poor Member Type: Joist Building Use: Residential Building Code: IBC 2009 Design Methodology: ASD 4 SUSTAINABLE FORESTRY INITIATIVE I Forte Software Operator 11/16/2016 2:09:10 PM Forte v5.1, Design Engine: V6.5.1.1 Forte.4fe Page 16 of 17 Job Notes Emil! Crookston Crookston Custom Designs (435)757-2906 bmd Qcrookstondesigns com a F ®B�E. T r " MEMBER REPORT Main, B9—c PASSED �l G 1 piece(s) 117/8" T3I@ 210 @ 16" OC Overall Length: 19'2" it n e y 16' 2" ■ 3' 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are honzontal.;Drawing is Conceptual Design Results Actual @Lomtion '.Allowed Result.. - LDF. Load: Combination (Paul Member Reaction (lbs) 2094 @ 16' 1/4" 2467 (3.50") Passed (85%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs) 1648 @ 16'2" 1903 Passed (87%) 1.15 1.0 D + 1.0 S (Al Spans) Moment (R -lbs) -2713 @ 16' 1/4" 3273 Passed (83%) 1.15 1.0 D + 1.0 S (Al Spans) Live Load bar. (in) 0.190 @ 1912-P 0.200 Passed (2L/398) -- 1.0 D + 1.0 S (Al Spans) Total Load Der. (In) 0.242 @ 19'2'p 0315 Passed (2L/312) -- 1.0 D + 1.0 S (Al Spans) T) -Pro*"' Rating 46 40 Passed -- -- Deflection criteria: LL (1/480) and TL (4240). Overhang deflection criteria: UL (0.2") and TL (2L/240). Moment capacity over cantilever support 2 has been reduced by 25% to lessen the effects of bucking. Bracing (Lu): All compression edges (top and bottom) must be braced at 3' 10 7/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A sbuctuml analysis of the deck has not been performed. Deflection analysis is based on composte action with a single layer of 23/32" Weyerhaeuser Edge`" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TJ-PmTM Rating include: None Permanent bracing at third points in the back span ora direct applied ceiling over the otire back span length is required at the right end of the member. Sea literature detail (PBI) for clarification. System : Floor Member Type : Joist Building Use : Residential Building Code : IBC2009 Design Methodology : ASO Supports PP '.: Bearing Total Available Required - Loads to Supports [lbs) Floor .Roof Dead' Live Dye Snow` Total 'Accessories 1- Stud wall - DF 3.50° 1 2.25" 1.75" 75 433/-11 -67 -117L 508/-195 11/4" Rim Board 2 -Plate on concrete - DF 3.50° 3.50" 3.50" 712 1 606 707 1237 1 3262 Blocking • Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. • Blocking Panels are arca mad to carry no loads applied directly above them and the full load is applied to the member being designed. Neyerhaeuser Notes /eyerhaeuser warrants that the sizing of its product will be In accordance with Weyedhamser product design criteria and published design values. /eyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details vww.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of Nis software is not intended to roumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is reepons ble to sure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to miserable hrestry, standards Weyerhaeuser Engineered Umber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested accordance with applicable ASTM standards. For current code evaluation reports refer to hdp://www.woodbywy.com/mrv!cWs CodeRepoftaspx. he product application, input design loads, dimensions and on fPort information have bass provided by Forte Software Operator Forte Software Operator Job Notes Dead.. Floor Live. Roof Ltye.- Snow Leads Location(Side) Spacing (0.90}, (1.00). Oran-mew:Last (1.15) " Comments `. 1 -Uniform (PSF) 0 to 19' 2" 16" 12.0 40.0 _ - Residential - Living Areas 2- Uniform (PSF) 16'2" to 19 2" 16" 120.0 - 160.0 280.0 Neyerhaeuser Notes /eyerhaeuser warrants that the sizing of its product will be In accordance with Weyedhamser product design criteria and published design values. /eyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details vww.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of Nis software is not intended to roumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is reepons ble to sure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to miserable hrestry, standards Weyerhaeuser Engineered Umber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested accordance with applicable ASTM standards. For current code evaluation reports refer to hdp://www.woodbywy.com/mrv!cWs CodeRepoftaspx. he product application, input design loads, dimensions and on fPort information have bass provided by Forte Software Operator Forte Software Operator Job Notes Bmd Crookston Crookston Custom Designs (435)757-2966 brad@crookstondesigns.com l SusfadwAam rORESTRy INITIATIVE 11/16/2016 2:09:10 Pill Forte v5.1, Design Engine: V6.5.1.1 Forte.4te Page 17 of 17