Loading...
REVIEWED BLD2024-0547+Structural_Calculations+4.24.2024_4.30.57_PM+4217476Structural Calculations for: REID RESIDENCE 326 Sunset Ave N Edmonds, WA 4/23/2024 Prepared for: TYLER ENGLE ARCHITECTS Job #: 00857-2024-01 Date: 04/23/2024 0SEATTLE 2124 Third Ave, Suite 100, Seattle, WA 98121 O 206.443.6212 ssfengineers.com EN UNEERINL TACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 0 253.284.9470 Criteria Sheet Codes Project Location Structural IBC 2018 Street & Number 326 Sunset Ave N Loading ASCE 7-16 City: Edmonds State: WA Wood: NDS 2018 / SDPWS 2015 ZIP: 98020 Steel: AISC 360-16 Concrete: ACI318-14 Latitude: 47.8148 N Masonry: TMS 402/602-16 Longitude:-122.3793 W Ground Elevation 48 ft Occupancy Category AicL f +cnnnr II A'Z F 7 T.N. 1'.-1 Seismic Load Summary: Analysis Procedure: Equivalent Lateral Force Procedure Lateral System: Light -frame (wood) Walls Sheathed with Wood Structural Panels Rated for Shear Resistance R: 6.50 Cd 4 Base Shear V = 16 kips fro 2.5 SS 1.288 SI= 0.454 SDS 1.03 SDI 0.84 Cs 0.159 IE 1.0 Story Information # Stories Above Grade (Including Mezzanine Levels) 2 Horizontal and Vertical Irregularities: Is the building a "Regular Structure"? (No horizontal or vertical irregularities) No Wind Load Summary: V= 98 KZr 1.00 Exposure = D Dead Loads: 1W © `Ii Stamm -� Overlook Park i 9E E aOWL DrdONDS Marina © Edmonds 3each Park Roof Floor Roofing 1 psf Finish Floor 2 psf 5/8" Sheathing 1.8 psf 3/4" Sheathing 2.7 psf 2x12 @ 24" oc 2.2 psf Joists @ 16" oc 2.2 psf Misc./Mech. 2 psf Misc./Mech. 5 psf Ceiling Finish 2.8 psf Ceiling Finish 2.8 Solar Panels 4 psf 14.7 psf 14 psf Use 15 psf Use 15 psf Add'I Seismic Weight 10 psf Add'I Seismic Weight 2 psf Seismic Weight 25 psf Seismic Weight 17 psf Live Loads: Roof 20 psf Floor 40 psf Woodway J Esperance 1 Map data @2024 Snow Loading Criteria: Ground Snow, p9 20 psf Flat Roof Snow Load, pr 25.0 psf Importance Factor, Is 1.00 Exposure Factor, CQ 1.00 Sloped Roof Snow Load, ps 25.0 psf Thermal Factor, C, 1.00 Slope Factor, Cs 0.61 Soils: Allowable Bearing 1500 psf Active 55/35 pcf (Restrained/Unrestrained) Sliding,µ 0.3 Seismic Surcharge 8H Passive 250 pcf Soils Report Provided? No To be approved by the authority having jurisdiction, per11.8.2 exception. Site Specific Ground Motion Hazard Analysis Provided? No Project Reid Residence DATE 411812024 Criteria PROJ. # 9T2LCT_2AL Eti_IkEE�I+iG DESIGN JDM SHEET 1 7 Seismic Design ASCE 7-16 Seismic Analysis Equivalent Lateral Force Procedure Apply Section 12.8.1.3 (Where Applicable)? Yes System Bearing Wall Systems Seismic Force Resisting System Per Table 12.2-1 Type: Light -frame (wood) Walls Sheathed with Wood Structural Panels Rated for Shear Resistance Seismic Design Cat. D Risk Category II Site Class D (Default) Diaphragm Flexibility Flexible SS 1.288 g S, 0.454 g R 6.50 Cd 4.0 fro 2.5 IQ 1.00 h 22.0 ft Ct 0.02 x 0.75 Ta 0.20 sec T 0.20 sec To 0.16 sec Ts 0.81 sec TL 6.00 sec Fa 1.20 F 1.85 SMS 1.55 g SMi 1.26 g SDS 1.030 g SDI 0.838 g CS 0.159 Controls 0.635 0.010 Cs, design 0.159 Bldg. Weight 102.0 k V=CSW 16.2 k V = CSasdW 11.3 k Vertical Distribution Strength , II, or III, or IV per Table 1.5-1 4ssumed default soil properties, per 11.4.3. 2% in 50 yr, Latitude & Longitude lookup 2% in 50 yr, Latitude & Longitude lookup Table 1.5-2 Table 12.8-2 Table 12.8-2 Building Period Per Alternate Analysis Eq.12.8-7 T (sec) Per Geotech Report Fa Table 11.4-1 F Table 11.4-2 Eq.11.4-1 Eq.11.4-2 Eq.11.4-3 Eq.11.4-4 Eq.12.8-2 Eq.12.8-3 need not exceed, T < TL Eq.12.8-5 or12.8-6 minimum Section 11.4.8 Exception 2 Applied Eq.12.8-1, Strength Level Base Shear Eq.12.8-1 ASD Base Shear o= 1 k= 1.000 Section 12.2.1.2 1. Regular Structure No 2.5 5 Stories above grade Yes 3.T50.5s Yes 4. p =1.0 Yes 5. Not Site Class E or F Yes 6. Risk Category I or II Yes If all items above are met, SDS may be taken as 1.0, but not less than 0.7*(Calculated SDS) TQ = Cthn Eq. 12.8.7 SMS = Fa SS Eq. 11.4-1 SM1 = F„ S1 Eq. 11.4-2 SDS = 2/3 SMS Eq. 11.4-3 SD1 = 2/3 SM1 Eq. 11.4-4 CS = (SDS Eq. 12.8-2 CS =T(RlIe) Eq. 12.8 3 CS = SD1TL T (R/Ie) Eq.12.8-4 CS >_ 0.044SDSIe Eq. 12.8-5 CS >_ 0.01 Eq. 12.8-5 CS >_ 0.5 (R' Eq. 12.8-6 n rc CVX - wx xrc i=1 wx i n Er-x Fr/ Fpx = Ei X u t 11'px Fpx > 0.2SDSIewpx Fpx < 0.4SDSIewpx Eq. 12.8-12 Eq. 12.10-1 Eq. 12.10-2 Eq. 12.10-3 Story Shear Strength Diaphragm Force (p not included) ---- --- ----- =TL-�FGi AL MG Project Reid Residence DATE 411812024 Seismic Criteria PROJ. # DESIGN JDM SHEET 2 E 0 a`> cn u, Li 2 Wind Design - MWFRS ASCE 7 Chapter 27 - Directional Procedure Design Method Strength Location and Building Dimensions Wind Coefficients Exposure D V= 98 mph Kd 0.85 Table 26.6-1 Kn 1.10 Table 26.10-1 KQ 1.00 Table 26.9-1 G= 0.85 26.9.4 Transverse Wind Pressures UB = 0.82 h/L = 0.41 Prac-ra rnaffiriantc from Fin- 77 4-1- Bldg Face C Windward Wall 0.8 Leeward Wall -0.50 Windward Roof -0.85/-0.18 Leeward Roof -0.43 Wall Pressures fUnfartoredl• Calculate Kzt? Yes Kzt 1.00 Roof Type Monoslope Roof Slope - Transverse Dir 7.125 degrees Roof Slope - Long Dir 0 degrees Ground to top of roof 24 ft Bot of roof to top of roof 4 ft Mean Roof Height, h 22 ft Short Plan Dimension 54 ft Long Plan Dimension 66 ft Parapet? No Ground to top of parapet ft Average Parapet Height ft Velocity Pressure at Mean Roof Height, qh = 23.0 psf Strannth Rnnf Pra-irac 11 Inf-t-11 Strannth Ht K: % P--11S Piwwens P-11s (Ps) 0-15 1.03 21.49 14.61 9.76 24.4 15-20 1.08 22.53 15.32 9.76 25.1 20-25 1.12 23.37 15.89 9.76 25.7 25-30 1.16 24.20 16.46 9.76 26.2 30-40 1.22 25.45 17.31 9.76 27.1 41-50 1.27 26.50 18.02 9.76 27.8 51-60 1.31 27.33 18.58 9.76 28.3 61-70 1.34 27.96 19.01 9.76 28.8 71-80 1.38 28.79 19.58 9.76 29.3 81-90 1.4 29.21 19.86 9.76 29.6 91-100 1.43 29.83 20.29 9.76 30.1 Longitudinal Wind Pressures UB =1.22 h/L = 0.33 Pressure Coefficients from Figure 27.4-1: Bldg Face C Windward Wall 0.8 Leeward Wall -0.46 Windward Roof -0.9/-0.18 Leeward Roof -0.43 Wall Pressures 11-Infactnmr1l• Ht K, q: Pw-ft Piwwan: 0-15 1.03 21.49 14.61 8. 15-20 1.08 22.53 15.32 8.i 20-25 1.12 23.37 15.89 8.i 25-30 1.16 24.20 16.46 8.i 30-40 1.22 25.45 17.31 8. 41-501 1.27 26.50 18.02 8. 51-60 1.31 27.33 18.58 8. 61-70 1.34 27.96 19.01 8. 71-80 1.38 28.79 19.58 8. 81-90 1.4 29.21 19.86 8. 91-100 1.43 29.83 20.29 8.i Windward Leeward Horiz Proj (psf) Max Min -16.5 -8.3 8.00 Project Reid Residence DATE 411812024 Wind Criteria PROD. # +AL NG DESIGN JDM SHEET 3 E 0 iv a� c rn a { L O a 4 w z O V) z w ASCE AMERICAN SOCIM OF CIVIL ENGINEERS Address: 326 Sunset Ave N Edmonds, Washington 98020 Wind ASCE Hazards Report Standard: ASCE/SE17-16 Latitude: 47.81479 Risk Category: II Longitude:-122.379286 Soil Class: D - Stiff Soil Elevation: 44.86156091391636 ft (NAVD 88) P ? � � P S Q T .ryt 4 �� Gnbr ,.i r nt.rt.ta Z �\ Hr11 S. - P P Edmonds = S M.IIn St Fnnc,� E Ard.— C�/lon SI V a 1.1rrk St T Able t M n,A St Results: Wind Speed 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph r Lynne-oJ Jni�nJs \ NFr • - Sh4araYn- ren�.n• -wwneli � , Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Apr 18 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https://ascehazardtool.org/ Thu Apr 18 2024 4 Site Specific Seismic Criteria Seismic Hazard The overall subsurface profile corresponds to a Site Class D as defined by Table 1613.5.2 of the International Building Code (IBC). A Site Class D applies to an overall profile consisting of medium dense to very dense soils within the upper too feet. We referenced the U.S. Geological Survey (USGS) Earthquake Hazards Program Website to obtain values for Ss, SI, Fa, and F,,. The USGS website includes the most updated published data on seismic conditions. The following tables provide seismic parameters from the USGS web site with referenced parameters from ASCE 7-10 and 7-16. Seismic Design Parameters (ASCE 7-16) Site Spectral Spectral Site Design Spectral Design Class Acceleration Acceleration Coefficients Response Parameters PGA at 0.2 sec. (g) at 1.o sec. (g) Fa Fv SDs SDI D 1.288 0.454 1.0 Null 1.031 Null 0.548 Additional seismic considerations include liquefaction potential and amplification of ground motions by soft/loose soil deposits. The liquefaction potential is highest for loose sand with a high groundwater table. The site has a low likelihood of liquefaction. For items listed as "Null" see Section 11.4.8 of the ASCE. *From Cobalt Geosciences Report (09/13/2023) 0 STRUCTURAL ENGINEERING Reid Residence PROJECT 4/18/2024 DATE PROD.# JDM DESIGN 5 N N M o rn rn � �0� v< C0Q@ o �- oFw vow -oY c � o � ~mz v N M V 3 W Q Q Vau `W Q LL a z 0 V) z W 3 M SHEET Shear Wall Kev Plan 0 Oq STRUCTURAL ENGINEERING Level 1 Reid Residence PROJECT 4/18/2024 DATE PROD. # JDM DESIGN 6 SHEET r `W 0 LL a z 0 W z W 3 M Lateral Force Summary # of Stories = 2 Wind X - Direction Y - Direction Wall/Roof Area (SF) Pressure (PSF) Force (k) Wall/Roof Area (SF) Pressure (PSF) I Force (k) Level 1: 560 25 14.0 715 25 17.9 0.0 0.0 Level 2: 110 8 0.9 270 8 2.2 315 25 7.9 365 25 9.1 Seismic Story I Force (k) Level 1 16.2 Level 2 10.1 W Q �0 Q O W Q N F 04 !L a a z 0 W z Summary W X -Dir. Y - Dir. X - Dir. Y - Dir. Level 1 Force (k) 22.8 29.2 Level 2 Force (k) 10.1 11.285 Wind Wind Seismic or Wind Controlled? Seismic Wind Seismic or Wind Controlled? PROJECT Reid Residence DATE PROD. # DESIGN SHEET 4/18/2024 JDM 7 Light Frame Wood Walls Sheathed w/ Wood Panels Input 2 # of Stories Above Seismic Base X Y X Y Story Heights Level 1 22.8 29.2 Shear (k) Wind Wind Seismic or Wind? Level 1 10 ft Level 2 10.1 11.3 Shear (k) Seismic Wind Seismic or Wind? Level 2 12 ft Shear Wall Design Table Label Level Trib Area (sf) Length (ft) Load (lbs) Ib/ft Shear Wall Type X1 2 115 18.5 595.6 32.2 W6 X2 2 470 11.25 2434.4 216.4 W6 X3 2 445 9.75 2304.9 236.4 W6 X4 2 140 20.5 725.1 35.4 W6 X5 2 385 8.25 1994.1 241.7 W6 X6 2 410 28.5 2123.6 74.5 W6 Y1 2 175 5.5 1014.1 184.4 W6 Y2 2 235 11 1361.8 123.8 W6 Y3 2 265 6.25 1535.6 245.7 W6 Y4 2 170 5 985.1 197.0 W6 Y5 2 175 11.5 1014.1 88.2 W6 Y6 2 135 5.5 782.3 142.2 W6 Y7 2 520 11.75 3013.3 256.5 W6 Y8 2 265 6 1535.6 255.9 W6 X7 1 115 18.5 1099.4 59.4 W6 X8 1 605 14.25 5783.6 405.9 W4 X9 1 480 12.5 4588.7 367.1 W4 X10 1 190 24 1816.4 75.7 W6 X11 1 445 5 4254.1 850.8 W2 X12 1 400 34.75 3823.9 110.0 W6 X13 1 140 5.25 1338.4 254.9 W6 Y9 1 425 11.75 5203.4 442.8 W4 Y10 1 530 11 6488.9 589.9 W3 Y11 1 430 12.5 5264.6 421.2 W4 Y12 1 175 8 2142.6 267.8 W6 Y13 1 280 23.25 3428.1 147.4 W6 Y14 1 180 4.75 2203.8 464.0 W4 Y15 1 180 3.75 2203.8 587.7 W3 Y16 1 195 7.25 2387.4 329.3 W6 PROJECT Reid Residence DATE PROJ. # iTF �Ks._ DESIGN E%C-%EEM . SHEET i V J a �0 au V)~ 7 a a z 0 z w Light Frame Wood Walls Sheathed w/ Wood Panels Holdown Design Table Label Height (ft) Holdown Force (lbs) HDU or Strap? Holdown Type X1,A 12 386.4 Strap CS16 X2,A 12 2596.6 Strap (2)CS16 X3,A 12 2836.8 Strap (2)CS16 X4,A 12 424.5 Strap CS16 X4,B 12 424.5 Strap CS16 X5,A 12 2900.5 Strap (2)CS16 X6,A 12 894.1 Strap CS16 X6,13 12 894.1 Strap CS16 X6,C 12 894.1 Strap CS16 Y1,A 12 2212.6 Strap (2)CS16 Y2,A 12 1485.6 Strap CS16 Y3,A 12 2948.4 Strap (2)CS16 Y4,A 12 2364.3 Strap (2)CS16 Y5,A 12 1058.2 Strap CS16 Y6,A 12 1706.9 Strap (2)CS16 Y7,A 12 3077.4 Strap (2)CS16 Y8,A 12 3071.3 Strap (2)CS16 X7,A 10 594.3 HDU HDU2 X8,A 10 4058.7 HDU HDU4 X8,B 10 4058.7 HDU HDU4 X9,A 10 3670.9 HDU HDU4 X10,A 10 756.8 HDU HDU2 X10,13 10 756.8 HDU HDU2 X11,A 10 8508.2 HDU HDU11 X12,A 10 1100.4 HDU HDU2 X12,13 10 1100.4 HDU HDU2 X12,C 10 1100.4 HDU HDU2 X13,A 10 2549.3 HDU HDU4 Y9,A 10 4428.4 HDU HDU4 Y9,B 10 4428.4 HDU HDU4 Y10,A 10 5899.0 HDU HDU8 Y11,A 10 4211.7 HDU HDU4 Y11,13 10 4211.7 HDU HDU4 Y12,A 10 2678.2 HDU HDU4 Y13,A 10 1474.4 HDU HDU2 Y14,A 10 4639.5 HDU HDU5 Y15,A 10 5876.7 HDU HDU8 Y16,A 10 3293.0 HDU HDU4 Y16,13 10 3293.0 HDU HDU4 PROJECT Reid Residence =T:K-C7UR DATE PROJ. # DESIGN SHEET 9 LU �a QUa0 to F 0 7 a a z 0 V) z w tn • (Sz VJON-�L yq ) Pr F2f1-M SDPWS , �ClonZyN �-L T-7 5 H-F y 44tpe<-X-T-`/ SOS /74"IL STD 1- w/ $d /V�ts> 7-33 . G $tj. L;4-"O� T F G516 5T�-PrP =s lJsti.D ' C O STRUCTURAL ENGINEERING o�)GF-- — O. S2- Reid Residence pPoJi-C r 4/18/2024 DATE PpOJ z JDM DESIGN 10 Stit F T • 120'—ou �� ��i-ZDE�JGFi �E-rA�t�-E� G'►���C-� � L�'�R-P� 1, LA-l.L s ' Y1 `IZ,A LAM& X.P, (. (.oa Ds X-C ' 17,0 x ZsPS F = 300 0* Y-Dra.: %OSP' 14 x Y32m-.t±: I SQ �c 43zlb- = 6<?Z� 0 �i5'p F*ti'rvR-�S S ej5wvkW - Q:FTo k )c 0.74 VUT-t-� 12'-pll f-totrLo�N Fo Q-Cr� �c- x 10 � = STRUCTURAL ENGINEERING 4CIP Reid Residence PROJECT y - DSQiEGT'L OI`1 Y1 vsF, I---P6,f�=-ry z 36 s 4� Po LL0V-N1) Fef--elTc CASE, fiw UskVY0 btrpIC;= 36s /-Ft Ho` A+ x use, tfvu z L-! GhrAC;rry = Z-& 4/18/2024 DATE PROJ d JDM DESIGN 11 N O n N IT'ool Go M R V N t0 In in N N Wa J Q 0 W V� W LL a z 0 V) z 3 SHEET FO R T E W E B 106 SUMMARY REPORT Reid Residence Level 1 Member Name Results (Max UTIL 07o) Current Solution AN Comments Living Room/Kitchen JOISTS Passed (78% AL) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Dining Room JOISTS Passed (37% R) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Office/Bedroom JOISTS Passed (78% AL) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Foyer JOISTS Passed (43% R) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC 2x JOISTS Passed (22% M) 1 piece(s) 2 x 6 HF No.2 @ 16" OC Living Room/Kitchen BEAM Passed (64% R) 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL Foyer BEAM Passed (70% R) 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL typ. "header" BEAM Passed (57% R) 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL 4x4 Crawlspace POST Passed (23% B/C) 1 piece(s) 4 x 4 DF No.1 Y10,A PICKUP BEAM Passed (81% AL) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL Y11,B PICKUP BEAM Passed (80% AL) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL X9,A PICKUP BEAM Passed (61% R) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL Y12,A PICKUP BEAM e Passed (26% M) Results (Max UTIL 070� 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL Current Solution Comments Exercise Room JOISTS Passed (78% AL) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Exercise Room/Closet JOISTS Passed (35% R) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC North Bedrooms JOISTS Passed (78% AL) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Hall JOISTS Passed (37% R) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Master Bedroom JOISTS Passed (78% AL) 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Deck JOISTS Passed (23% M) 1 piece(s) 2 x 8 HF No.2 @ 16" OC typ. Header Passed (80% M) 1 piece(s) 4 x 8 DF No.1 North Bedroom HEADER Passed (40% R) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL Courtyard BEAM Passed (28% R) 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL Master Closet JOISTS Passed (65% M) 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL @ 12" OC Garage Door BEAM Passed (23% AL) 1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam Garage N-S BEAM Passed (82% R) 1 piece(s) 6 3/4" x 18" 24F-V4 DF Glulam Garage E-W BEAM Passed (81% R) 1 piece(s) 7" x 11 7/8" 2.2E Parallam@ PSL Garage N-S PICKUP BEAM Passed (35% R) 1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam South Deck Cantilever BEAM Passed (39% R) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL North Deck Cantilever BEAM Passed (57% R) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL Stair BEAM Passed (63% R) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL Shower JOISTS Passed (22% R) 1 piece(s) 9 1/2" TJI@ 110 @ 16" OC Shower Joists PICKUP BEAM Passed (47% R) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL N-S shower adjacent BEAM Passed (57% AL) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PVE Short BEAM Passed (25% R) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PVE Long BEAM Passed (48% AL) 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL Exercise Room RIM Passed (83% R) 1 piece(s) 1 3/4" x 11 7/8" 2.oE Microllam@ LVL Detached Garage Door HEADER Passed (24% B/C) 1 piece(s) 6 x 12 DF No.1 Deck joist PICKUP BEAM I Passed (27% R) 1 piece(s) 5 1/4" x 11 7/8" 2.2E Parallam@ PSL ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com A 4/18/2024 4:54:17 PM UTC ForteWEB v3.7 Weyerhaeuser File Name: Reid Residence Page 1 / 59 ROOF Member Name Results (Max UTIL Current Solution Comments High Roof JOISTS Passed (89% M) 1 piece(s) 2 x 12 HF No.2 @ 24" OC Foyer Roof JOISTS Passed (72% AT) 1 piece(s) 1 1/2" x 11 7/8" 1.5E TimberStrand@ LSL @ 24" OC Breezeway Roof JOISTS Passed (7% M) 1 piece(s) 2 x 6 DF No.l @ 24" OC Garage Roof JOISTS Passed (98% M) 1 piece(s) 2 x 12 HF No.2 @ 24" OC Deck Roof JOISTS Passed (74% M) 1 piece(s) 2 x 6 DF No.l @ 24" OC Breezeway Ridge BEAM Passed (26% AT) 1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam Breezeway Ridge PICKUP BEAM Passed (90% M) 1 piece(s) 4 x 8 DF No.2 Breezeway Eave BEAM Passed (23% AT) 1 piece(s) 3 1/2" x 7 1/2" 24F-V4 DF Glulam Deck Roof Ridge BEAM Passed (45% AT) 1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam Deck Roof Eave BEAM Passed (51% AT) 1 piece(s) 5 1/2" x 6" 24F-V4 DF Glulam Detached Garage JOISTS Passed (50% M) 1 piece(s) 2 x 12 HF No.2 @ 24" OC Master Long HEADER Passed (72% B/C) 1 piece(s) 6 x 12 DF No.2 Hallway HEADER Passed (37% AT) 1 piece(s) 5 112" x 9" 24F-V4 DF Glulam typ. 6' HEADER Passed (43% M) 1 piece(s) 4 x 8 DF No.1 Stair/PVE HEADER Passed (32% AL) 1 piece(s) 3 1/2" x 9 1/2" 2.2E Parallam@ PSL 208 Bedroom HEADER Passed (54% ATiat) 1 piece(s) 4 x 8 DF No.l ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206)956-3742 jmccoy@ssfengineers.com A 4/18/2024 4:54:17 PM UTC ForteWEB v3.7 Weyerhaeuser File Name: Reid Residence Page 2 / 59 aFORTEWEB' Level 1, Living Room/Kitchen JOISTS 1 piece(s) 11 7/8" TII@ 110 @ 16" OC PASSED 0 r a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 582 @ 2 1/2" 1041 (2.25") Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 568 @ 3 1/2" 1560 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2250 @ 8' 1/2" 3160 Passed (71%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.245 @ 8' 1/2" 0.313 Passed (L/768) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.336 @ 8' 1/2" 0.783 Passed (L/559) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 45 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 9" o/c Bottom Edge (Lu) 15' 11" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 16' 1" 16" 15.0 40.0 Default Load 0 Member Length : 15' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 3 / 59 aFORTEWEB' Level 1, Dining Room JOISTS 1 piece(s) 11 7/8" THO 110 @ 16" OC PASSED 0 r a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 380 @ 2 1/2" 1041 (2.25") Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 367 @ 3 1/2" 1560 Passed (24%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 947 @ 5' 3 1/2" 3160 Passed (30%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.051 @ 5' 3 1/2" 0.203 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.070 @ 5' 3 1/2" 0.508 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 62 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 106 282 388 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 106 282 388 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 11" o/c Bottom Edge (Lu) 10' 5" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 10' 7" 16" 15.0 40.0 Default Load 0 Member Length : 10' 4 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 4 / 59 aFORTEWEB' Level 1, Office/Bedroom JOISTS 1 piece(s) 11 7/8" TII@ 110 @ 16" OC PASSED 0 r a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 582 @ 2 1/2" 1041 (2.25") Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 568 @ 3 1/2" 1560 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2250 @ 8' 1/2" 3160 Passed (71%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.245 @ 8' 1/2" 0.313 Passed (L/768) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.336 @ 8' 1/2" 0.783 Passed (L/559) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 45 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 9" o/c Bottom Edge (Lu) 15' 11" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 16' 1" 16" 15.0 40.0 Default Load 0 Member Length : 15' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 5 / 59 aFORTEWEB' Level 1, Foyer JOISTS 1 piece(s) 11 7/8" TII@ 110 @ 16" OC PASSED 0 r a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 445 @ 2 1/2" 1041 (2.25") Passed (43%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 431 @ 3 1/2" 1560 Passed (28%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1302 @ 6' 2" 3160 Passed (41%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.089 @ 6' 2" 0.238 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.122 @ 6' 2" 0.596 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 57 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 123 329 452 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 123 329 452 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' o/c Bottom Edge (Lu) 12' 2" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 12' 4" 16" 15.0 40.0 Default Load 0 Member Length : 12' 1 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 6 / 59 aFORTEWEB' Level 1, 2x JOISTS 1 piece(s) 2 x 6 HF No.2 @ 16" OC PASSED 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 170 @ 2 1/2" 1367 (2.25") Passed (12%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 122 @ 9" 825 Passed (15%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 179 @ 2' S" 801 Passed (22%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.017 @ 2' 5" 0.088 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.023 @ 2' 5" 0.221 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating N/A N/A N/A N/A • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 48 129 177 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 48 129 177 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 8" o/c Bottom Edge (Lu) 4' 8" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 4' 10" 16" 15.0 40.0 Default Load 0 Member Length : 4' 7 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 7 / 59 aFORTEWEB' Level 1, Living Room/Kitchen BEAM 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL PASSED 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3169 @ 2" 4922 (2.25") Passed (64%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2329 @ 1' 3 3/8" 8590 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 6836 @ 4' 6 1/2" 15953 Passed (43%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.106 @ 4' 6 1/2" 0.175 Passed (L/988) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.149 @ 4' 6 1/2" 0.438 Passed (L/705) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - DF 3.50" 2.25" 1.50" 926 2316 3243 1 1/4" Rim Board 2 - Column - DF 3.50" 2.25" 1.50" 926 2316 3243 1 1/4" Rim Board • Kim board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' 11" o/c Bottom Edge (Lu) 8' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Width 0 - Self Weight (PLF) 1 1/4" to 8' 11 3/4" N/A 13.0 -- 1 - Uniform (PSF) 0 to 9' 1" (Front) 12' 9" 15.0 40.0 Default Load 0 Member Length : 8' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 8 / 59 aFORTEWEB' Level 1, Foyer BEAM 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL PASSED 0 k a 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3473 @ 2" 4961 (3.50") Passed (70%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2493 @ 1' 3 3/8" 8590 Passed (29%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 7318 @ 4' 6 1/2" 15953 Passed (46%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.114 @ 4' 6 1/2" 0.175 Passed (L/921) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.159 @ 4' 6 1/2" 0.438 Passed (L/659) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Plate on concrete - HF 3.50" 3.50" 2.45" 990 2483 3473 Blocking 2 - Plate on concrete - HF 3.50" 3.50" 2.45" 990 2483 3473 Blocking • blocking Panels are assumed to carry no loads applied directly above them and the toll load Is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 1" o/c Bottom Edge (Lu) 9' 1" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) width 0 - Self Weight (PLF) 0 to 9' 1" N/A 13.0 1 -Uniform (PSF) 0 to 9' 1" (Front) 13' 8" 15.0 40.0 Default Load 0 Member Length : 9' 1" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 9 / 59 aFORTEWEB' Level 1, typ. "header" BEAM 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand@ LSL PASSED 0 X a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1830 @ 2" 3189 (2.25") Passed (57%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 990 @ 1' 3 3/8" 8590 Passed (12%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2232 @ 2' 8" 15953 Passed (14%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.015 @ 2' 8" 0.100 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.021 @ 2' 8" 0.250 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Plate on concrete - HF 3.50" 2.25" 1.50" 543 1360 1903 1 1/4" Rim Board 2 - Plate on concrete - HF 3.50" 2.25" 1.50" 543 1360 1903 1 1/4" Rim Board • Kim board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 2" o/c Bottom Edge (Lu) 5' 2" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Width 0 - Self Weight (PLF) 1 1/4" to 5' 2 3/4" N/A 13.0 -- 1 - Uniform (PSF) 0 to 5' 4" (Front) 12' 9" 15.0 40.0 Default Load 0 Member Length : 5' 1 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 10 / 59 aFORTEWEB' Level 1, 40 Crawlspace POST 1 piece(s) 4 x 4 DF No-1 PASSED I Drawing is Conceptual Post Height: 4' Design Results Actual Allowed Result LDF Load: Combination Slenderness 14 50 Passed (27%) Compression (Ibs) 3242 17339 Passed (19%) 1.00 1.0 D + 1.0 L Base Bearing (Ibs) 3242 363825 Passed (1%) -- 1.0 D + 1.0 L Bending/Compression 0.23 1 Passed (23%) 1.00 1.0 D + 1.0 L • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on Nos. Supports Material Member Type : Free Standing Post Base Plate Steel Building Code : IBC 2021 Design Methodology : Aso Max Unbraced Length Comments Full Member Length No bracing assumed. Dead Floor Live Vertical Load (0.90) (1.00) Comments 1 -Point (lb) 926 2316 Linked from: Living Room/Kitchen BEAM, Support 1 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC AForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 11 / 59 aFORTEWEB' Level 1, Y10,A PICKUP BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED 0 r Ell o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3000 @ 2" 4961 (3.50") Passed (60%) 1.0 D + 0.6 W (All Spans) Shear (Ibs) 2958 @ 1' 3 3/8" 12857 Passed (23%) 1.60 1.0 D + 0.6 W (All Spans) Moment (Ft-Ibs) 10518 @ 3' 9" 31844 Passed (33%) 1.60 1.0 D + 0.6 W (All Spans) Live Load Defl. (in) 0.318 @ 7' 7/8" 0.394 Passed (L/595) 1.0 D + 0.6 W (All Spans) Total Load Defl. (in) 0.362 @ 7' 2 1/4" 0.788 Passed (L/522) 1.0 D + 0.6 W (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Wind Factored 1 - Stud wall - HF 3.50" 3.50" 2.12" 265 429 4558 3000 Blocking 2 - Stud wall - HF 3.50" 3.50" 1.50" 265 429 1342 1191 Blocking • blocking Panels are assumed to carry no loads applied directly above them and the toll load Is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 16' 1" o/c Bottom Edge (Lu) 16' 1" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Wind Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.60)width Commen 0 - Self Weight (PLF) 0 to 16' 1" N/A 13.0 -- 1 - Uniform (PSF) 0 to 16' 1" (Front) 1' 4" 15.0 40.0 Default Load 2 - Point (lb) 3' 9" (Front) N/A - - 5900 0 Member Length : 16' 1" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 12 / 59 aFORTEWEB' Level 1, Y11,B PICKUP BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL PASSED + + 0 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1898 @ 2" 3189 (2.25") Passed (60%) 1.0 D + 0.6 W (All Spans) Shear (Ibs) 1859 @ 1' 3 3/8" 12857 Passed (14%) 1.60 1.0 D + 0.6 W (All Spans) Moment (Ft-Ibs) 10073 @ 5' 9" 31844 Passed (32%) 1.60 1.0 D + 0.6 W (All Spans) Live Load Defl. (in) 0.315 @ 7' 5" 0.394 Passed (L/599) 1.0 D + 0.6 W (All Spans) Total Load Defl. (in) 0.360 @ 75 15/16" 0.788 Passed (L/525) 1.0 D + 0.6 W (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Wind Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 264 429 2727 1900 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 264 429 1498 1260 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 15' 11" o/c Bottom Edge (Lu) 15' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Wind Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.60)width Commen 0 - Self Weight (PLF) 1 1/4" to 15' 11 3/4" N/A 13.0 -- -- 1 - Uniform (PSF) 0 to 16' 1" (Front) 1' 4" 15.0 40.0 Default Load 2 - Point (lb) 5' 9" (Front) N/A - - 4225 Member Length : 15' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 13 / 59 aFORTEWEB' Level 1, X9,A PICKUP BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED + r" + 0 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1945 @ 2" 3189 (2.25") Passed (61%) 1.0 D + 0.6 W (All Spans) Shear (Ibs) 1911 @ 1' 3 3/8" 12857 Passed (15%) 1.60 1.0 D + 0.6 W (All Spans) Moment (Ft-Ibs) 6777 @ 3' 9" 31844 Passed (21%) 1.60 1.0 D + 0.6 W (All Spans) Live Load Defl. (in) 0.203 @ 7' 4 1/16" 0.394 Passed (L/930) 1.0 D + 0.45 W + 0.75 L + 0.75 Lr (All S ans Total Load Defl. (in) 0.242 @ 7' 5 1/2" 0.788 Passed (L/780) 1.0 D + 0.45 W + 0.75 L + 0.75 Lr (AII S ans • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Wind Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 232 429 2858 1947 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 232 429 842 932 1 1/4" Rim Board • Kim uoara is assumed to carry all ioaas appuea airecay above it, Dypassmg the member oeing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 15' 11" o/c Bottom Edge (Lu) 15' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Wind Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.60) Comments Width 0 - Self Weight (PLF) 1 1/4" to 15' 11 3/4" N/A 13.0 -- -- 1 - Uniform (PSF) 0 to 16' 1" (Front) 1' 4" 12.0 40.0 - Default Load 2 - Point (lb) 3' 9" (Front) N/A - - 3700 Member Length : 15' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 -parry 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 14 / 59 aFORTEWEB' Level 1, Y12,A PICKUP BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED + 1 0 0 Ell 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1722 @ 2" 7656 (3.50") Passed (22%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1680 @ 1' 3 3/8" 9241 Passed (18%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 5941 @ 3' 9" 22888 Passed (26%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.079 @ 5' 13/16" 0.394 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.118 @ 8' 1/2" 0.788 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • An excessive uplift of -1192 Ibs detected at support located at 15' 11". Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Ledger- LVL 3.50" 3.50" 1.50" 265 429 1457 1722 Blocking 2 - Ledger- LVL 3.50" 3.50" 1.50" 265 429 -1457 694/-1192 Blocking • blocking Panels are assumea to carry no koaas appnea akrectky aoove tnem ana me Tull koaa is appkkea to the memDer Dekng aeskgnea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 16' 1" o/c Bottom Edge (Lu) 16' 1" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads ' Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.1s) Comments 0 - Self Weight (PLF) 0 to 16' 1" N/A 13.0 1 - Uniform (PSF) 0 to 16' 1" (Front) 1' 4" 15.0 40.0 - Default Load 2 - Point (lb) 3' 9" (Front) N/A - - 2700 3 - Point (lb) 12' 3" (Front) N/A - I - 1 -2700 Member Length : 16' 1" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 15 / 59 aFORTEWEB' Level 2, Exercise Room JOISTS 1 piece(s) 11 7/8" TII@ 110 @ 16" OC PASSED 0 r a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 582 @ 2 1/2" 1041 (2.25") Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 568 @ 3 1/2" 1560 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2250 @ 8' 1/2" 3160 Passed (71%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.245 @ 8' 1/2" 0.313 Passed (L/768) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.336 @ 8' 1/2" 0.783 Passed (L/559) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 45 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 9" o/c Bottom Edge (Lu) 15' 11" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 16' 1" 16" 15.0 40.0 Default Load 0 Member Length : 15' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 16 / 59 aFORTEWEB' Level 2, Exercise Room/Closet JOISTS 1 piece(s) 11 7/8" THO 110 @ 16" OC PASSED 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 362 @ 2 1/2" 1041 (2.25") Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 348 @ 3 1/2" 1560 Passed (22%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 857 @ 5' 1/2" 3160 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.042 @ 5' 1/2" 0.242 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.058 @ T 1/2" 0.483 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 63 40 Passed • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 101 269 370 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 101 269 370 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 2" o/c Bottom Edge (Lu) 9' 11" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 10' 1" 16" 15.0 40.0 Default Load 0 Member Length : 9' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 17 / 59 aFORTEWEB' Level 2, North Bedrooms JOISTS 1 piece(s) 11 7/8" TII@ 110 @ 16" OC PASSED 0 r a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 582 @ 2 1/2" 1041 (2.25") Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 568 @ 3 1/2" 1560 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2250 @ 8' 1/2" 3160 Passed (71%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.245 @ 8' 1/2" 0.313 Passed (L/768) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.336 @ 8' 1/2" 0.783 Passed (L/559) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 45 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 9" o/c Bottom Edge (Lu) 15' 11" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 16' 1" 16" 15.0 40.0 Default Load 0 Member Length : 15' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 18 / 59 aFORTEWEB' Level 2, Hall JOISTS 1 piece(s) 11 7/8" T]I@ 110 @ 16" OC PASSED 0 r a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 380 @ 2 1/2" 1041 (2.25") Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 367 @ 3 1/2" 1560 Passed (24%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 947 @ 5' 3 1/2" 3160 Passed (30%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.051 @ 5' 3 1/2" 0.203 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.070 @ 5' 3 1/2" 0.508 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 62 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 106 282 388 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 106 282 388 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 11" o/c Bottom Edge (Lu) 10' 5" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 10' 7" 16" 15.0 40.0 Default Load 0 Member Length : 10' 4 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 19 / 59 aFORTEWEB' Level 2, Master Bedroom JOISTS 1 piece(s) 11 7/8" THO 110 @ 16" OC PASSED 0 r a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 582 @ 2 1/2" 1041 (2.25") Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 568 @ 3 1/2" 1560 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2250 @ 8' 1/2" 3160 Passed (71%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.245 @ 8' 1/2" 0.313 Passed (L/768) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.336 @ 8' 1/2" 0.783 Passed (L/559) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 45 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 161 429 590 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 9" o/c Bottom Edge (Lu) 15' 11" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 16' 1" 16" 15.0 40.0 Default Load 0 Member Length : 15' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 20 / 59 aFORTEWEB' Level 2, Deck JOISTS 1 piece(s) 2 x 8 HF No.2 @ 16" OC PASSED 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 215 @ 2 1/2" 1367 (2.25") Passed (16%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 157 @ 10 3/4" 1088 Passed (14%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 294 @ 3' 1/2" 1284 Passed (23%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.020 @ 3' 1/2" 0.113 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.027 @ 3' 1/2" 0.283 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating N/A N/A N/A N/A • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 61 162 223 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 61 162 223 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 11" o/c Bottom Edge (Lu) 5' 11" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 6' 1" 16" 15.0 40.0 Default Load 0 Member Length : 5' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 21 / 59 aFORTEWEB' Level 2, typ. Header 1 piece(s) 4 x 8 DF No.1 PASSED 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2284 @ 2" 3189 (2.25") Passed (72%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1542 @ 10 3/4" 3045 Passed (51%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2643 @ 2' 6 1/2" 3322 Passed (80%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.031 @ 2' 6 1/2" 0.095 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.057 @ 2' 6 1/2" 0.237 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.61" 1085 1296 2381 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.61" 1085 1296 2381 1 1/4" Rim Board • Kim noara is assumea to carry all ioaas appuea airecny aoove it, Dypassing the memoer Deing aesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 11" o/c Bottom Edge (Lu) 4' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads ' Location (Side) Tributary (0.90) (1.00) Comments Width 0 - Self Weight (PLF) 1 1/4" to 4' 11 3/4" N/A 6.4 1 - Uniform (PSF) 0 to 5' 1" (Front) 12' 9" 33.0 40.0 Default Load 0 Member Length : 4' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 22 / 59 aFORTEWEB' Level 2, North Bedroom HEADER 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED 0 r Ell 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3098 @ 2" 7656 (3.50") Passed (40%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 2032 @ 1' 3 3/8" 8035 Passed (25%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 6190 @ 4' 9 1/2" 19902 Passed (31%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.068 @ 4' 9 1/2" 0.185 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.117 @ 4' 9 1/2" 0.463 Passed (L/952) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - SPF 3.50" 3.50" 1.50" 1288 1485 928 3098 None 2 - Trimmer - SPF 3.50" 3.50" 1.50" 1288 1485 928 3098 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 7" o/c Bottom Edge (Lu) 9' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary (0.90) (1.00) (1.1S) Comments Width 0 - Self Weight (PLF) 0 to 9' 7" N/A 13.0 -- -- 1 - Uniform (PSF) 0 to 9' 7" 7' 9" 33.0 40.0 25.0 Default Load 0 Member Length : 9' 7" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 Nww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 23 / 59 aFORTEWEB' Level 2, Courtyard BEAM 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED + + 0 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 445 @ 2" 1595 (2.25") Passed (28%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 307 @ 1' 3 3/8" 3948 Passed (8%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 988 @ 5' 2" 8924 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.026 @ 5' 2" 0.200 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.047 @ 5' 2" 0.500 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 201 207 129 453 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 201 207 129 453 1 1/4" Rim Board • Rim hoard is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 2" o/c Bottom Edge (Lu) 10' 2" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) ("'S) Comments Width 0 - Self Weight (PLF) 1 1/4" to 10' 2 3/4" N/A 6.1 -- -- 1 - Uniform (PSF) 0 to 10' 4" (Front) 1' 33.0 40.0 25.0 Default Load Member Length : 10' 1 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 24 / 59 aFORTEWEB' Level 2, Master Closet JOISTS 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL @ 12" OC PASSED 0 a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 987 @ 2 1/2" 1673 (2.25") Passed (59%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 922 @ 1' 3 3/8" 3948 Passed (23%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 5996 @ 8' 1/2" 9281 Passed (65%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.109 @ 8' 1/2" 0.313 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.462 @ 8' 1/2" 0.783 Passed (L/407) 1.0 D + 1.0 L (All Spans) TJ-ProT" Rating 59 40 Passed • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 4% increase in the moment capacity has been added to account for repetitive member usage. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 671 322 992 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 671 322 992 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 8" o/c Bottom Edge (Lu) 15' 11" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Point (lb) 8' 1/2" N/A 1100 - 2 - Uniform (PLF) 0 to 16' 1" N/A 15.0 40.0 0 Member Length : 15' 10 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 25 / 59 aFORTEWEB' Level 2, Garage Door BEAM 1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam PASSED Ell 17 5 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 995 @ 2" 8181 (3.50") Passed (12%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 855 @ 1' 3 1/2" 13409 Passed (6%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 4396 @ 9' 2" 30360 Passed (14%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.104 @ 9' 2" 0.450 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.180 @ 9' 2" 0.900 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 18'. • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Stuowall SPF 3.50" 3.50" 1.50" 422 458 573 995 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 422 458 573 995 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 18' 4" o/c Bottom Edge (Lu) 18' 4" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 18' 4" N/A 16.0 1 - Uniform (PSF) 0 to 18' 4" (Front) 2' 6" 12.0 20.0 25.0 Default Load Member Length : 18' 4" System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 26 / 59 aFORTEWEB' Level 2, Garage N-S BEAM 1 piece(s) 6 3/4" x 18" 24F-V4 DF Glulam PASSED 1 0 27 6" a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 5073 @ 2" 6151 (2.25") Passed (82%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 5522 @ 21' 3 1/2" 24685 Passed (22%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Pos Moment (Ft-Ibs) 47658 @ 10' 9" 77692 Passed (61%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.367 @ 11' 6 13/16" 0.569 Passed (L/743) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.656 @ 11' 6 11/16" 1.138 Passed (L/416) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 0.93 that was calculated using length L = 22' 9". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Member Length : 22' 11 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Supports * Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow Factored 1 - Stud wall - HF 3.50" 2.25" 1.86" 2298 1426 1114 2284 5081 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 3.50" 2.26" 2710 1241 2075 3370 6168 Blocking • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 23' o/c Bottom Edge (Lu) 23' o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Snow Location (Side) Vertical Loads Tributary (0.90) (1.00) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 23' 1" N/A 29.5 1 - Uniform (PSF) 0 to 23' 1" (Front) 2' 6" 12.0 20.0 25.0 Default Load 2 - Uniform (PSF) 10' 9" to 23' 1" (Front) 8' 3" 12.0 20.0 25.0 Linked from: 3 -Point (lb) 10' 9" (Front) N/A 2416 2667 1667 Garage E-W BEAM, Support 2 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. 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 -parry 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 27 / 59 aFORTEWEB' Level 2, Garage E-W BEAM 1 piece(s) 7" x 11 7/8" 2.2E Parallam@ PSL PASSED 0 1 a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 5289 @ 16' 9 1/2" 6563 (1.50") Passed (81%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 4163 @ 15' 9 5/8" 16071 Passed (26%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 19640 @ 8' 5 3/4" 39805 Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.319 @ 8' 5 3/4" 0.416 Passed (L/626) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.537 @ 8' 5 3/4" 0.831 Passed (L/372) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Member should be side -loaded from both sides of the member or braced to prevent rotation. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Column - DF 3.50" 3.50" 1.50" 2192 2629 1643 5395 None 2 - Hanger on 11 7/8" GLB beam 3.50" Hangers 1.50" 2216 2667 1667 5467 See note s • At hanger supports, the I otal Bearing dimension is equal to the Width of the material that is supporting the hanger • s See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) Continuous Bottom Edge (Lu) End Bearing Points 0 Member Length : 16' 9 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS7.25/10 3.31" N/A 30-10d 10-10d • Reter to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 16' 9 1/2" N/A 26.0 -- 1 - Uniform (PSF) 0 to 17' 1" (Front) T 9" 30.0 40.0 25.0 Default Load 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 28 / 59 aFORTEWEB' Level 2, Garage N-S PICKUP BEAM 1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam PASSED 1 Ell 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 4369 @ 4' 11" 12513 (3.50") Passed (35%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 4349 @ T 9 1/2" 13409 Passed (32%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Pos Moment (Ft-Ibs) 6170 @ 3' 6" 30360 Passed (20%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.007 @ 2' 8 13/16" 0.119 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.013 @ 2' 8 13/16" 0.237 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 4' 9". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Member Length : 5' 1" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Supports= Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow Factored 1 - Trimmer - DF 3.50" 3.50" 1.50" 849 370 619 1005 1880 None 2 - Trimmer - DF 3.50" 3.50" 1.50" 1943 871 1456 2365 4369 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 1" o/c Bottom Edge (Lu) 5' 1" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Snow Vertical Loads mm Location Tributary (0.90) (1.00) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 5' 1" N/A 16.0 - - Linked from: 1 - Point (lb) 3' 6' N/A 2710 1241 2075 3370 Garage N-S BEAM, Support 2 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 29 / 59 aFORTEWEB' Level 2, South Deck Cantilever BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED 0 T 0 2' 9 H Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (Ibs) 1914 @ 2' 10 3/4" 4961 (3.50") Passed (39%) 1.0 D + 1.0 L (All Spans) [1] Shear (Ibs) 990 @ 1' 9 1/8" 8035 Passed (12%) 1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-Ibs) -2856 @ 2' 10 3/4" 19902 Passed (14%) 1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in) 0.040 @ 0 0.200 Passed (2L/999+) 1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in) 0.042 @ 0 0.290 Passed (2L/999+) 1.0 D + 1.0 L (All Spans) [1] • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (0.2") and TL (2L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 3.50" 1.50" 1027 887/-422 1914 Blocking 2 - Stud wall - HF 3.50" 2.25" 1.50" 482 105/-220 586 1 1/4" Rim Board • Kim noara is assumea to carry an ioaas appuea airecay above it, Dypassing the memoer Deing aesigneo. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 11' 9" o/c Bottom Edge (Lu) 11' 9" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributath Wid (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 11' 8 3/4" N/A 13.0 1 - Uniform (PSF) 2' 9" to 11' 10" (Front) 7' 9" 15.0 - Default Load Linked from: Deck 2 - Point (lb) 0 (Front) N/A 300 667/-317 Channel BEAM, Support 2 Member Length : 11' 8 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 Nww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 30 / 59 aFORTEWEB' Level 2, North Deck Cantilever BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED 0 2' 9" I 7 . a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2819 @ 2' 10 3/4" 4961 (3.50") Passed (57%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1663 @ 1' 9 1/8" 8035 Passed (21%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) -4805 @ 2' 10 3/4" 19902 Passed (24%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.062 @ 0 0.200 Passed (2L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.079 @ 0 0.290 Passed (2L/878) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (0.2") and TL (2L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 3.50" 1.99" 1243 1576 2819 Blocking 2 - Stud wall - HF 3.50" 2.25" 1.50" 305 -438 305/-133 1 1/4" Rim Board • Kim Mara is assumea to carry all ioaas appuea airecay above it, Dypassing the memoer Deing aesigneo. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 6" o/c Bottom Edge (Lu) 10' 6" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tribute Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 10' 5 3/4" N/A 13.0 1 - Uniform (PSF) 2' 9" to 10' 7" (Front) 7' 9" 15.0 - Default Load Linked from: Deck 2 - Point (Ib) 0 (Front) N/A 502 1138 Channel BEAM, Support 3 0 Member Length : 10' 5 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 Nww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 31 / 59 aFORTEWEB' Level 2, Stair BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL PASSED 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3767 @ 10' 1" 6024 (4.25") Passed (63%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2773 @ 8' 11 5/8" 8035 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 7966 @ 5' 10 3/16" 19902 Passed (40%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.096 @ 5' 6 3/8" 0.244 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.135 @ 5' 6 1/8" 0.488 Passed (L/869) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 484 1084 1568 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 4.25" 2.66" 1009 2758 3767 1 1/4" Rim Board • Kim hoard Is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 3" o/c Bottom Edge (Lu) 10' 3" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Width 0 - Self Weight (PLF) 1 1/4" to 10' 3 3/4" N/A 13.0 -- 1 - Uniform (PSF) 5' 6" to 10' 1" (Front) 7' 9" 15.0 40.0 Default Load 2 - Uniform (PSF) 5' 6" to 10' 1" (Front) 6' 15.0 60.0 Linked from: PVE 3 - Point (Ib) 5' 6" (Front) N/A 415 771 Long BEAM, Support 2 0 Member Length : 10' 2 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 32 / 59 aFORTEWEB' Level 2, Shower JOISTS 1 piece(s) 9 1/2" THO 110 @ 16" OC PASSED 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 225 @ 2 1/2" 1041 (2.25") Passed (22%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 211 @ 3 1/2" 1220 Passed (17%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 321 @ 3' 2" 2500 Passed (13%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.013 @ 3' 2" 0.148 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.017 @ 3' 2" 0.296 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 67 40 Passed • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 63 169 232 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 63 169 232 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 2" o/c Bottom Edge (Lu) 6' 2" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 6' 4" 16" 15.0 40.0 Default Load 0 Member Length : 6' 1 1/2" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes ueyerhaeuser 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 elated 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 ,esponsible 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 Neyerhaeuser 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 33 / 59 aFORTEWEB' Level 2, Shower Joists PICKUP BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED 0 r J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1510 @ 2" 3189 (2.25") Passed (47%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 993 @ 1' 3 3/8" 8035 Passed (12%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2502 @ 3' 6 1/2" 19902 Passed (13%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.018 @ 3' 6 1/2" 0.169 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.025 @ 3' 6 1/2" 0.338 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 456 1098 1554 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 456 1098 1554 1 1/4" Rim Board • Kim hoard is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 11" o/c Bottom Edge (Lu) 6' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Width 0 - Self Weight (PLF) 1 1/4" to 6' 11 3/4" N/A 13.0 -- 1 - Uniform (PSF) 0 to 7' 1" (Front) 7' 9" 15.0 40.0 Default Load 0 Member Length : 6' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser 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 elated 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 esponsible 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 Neyerhaeuser 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 vww.weyerhaeuser.com/woodproducts/document-library. Fhe product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 34 / 59 aFORTEWEB' Level 2, N-S shower adjacent BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL PASSED + + 0 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1557 @ 15' 11" 3189 (2.25") Passed (49%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1455 @ 14' 9 5/8" 8035 Passed (18%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 8665 @ 9' 19902 Passed (44%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.224 @ 8' 2 9/16" 0.394 Passed (L/846) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.331 @ 8' 2 1/2" 0.788 Passed (L/571) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 464 911 1375 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 520 1045 1564 1 1/4" Rim Board • Kim hoard Is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 15' 11" o/c Bottom Edge (Lu) 15' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Width 0 - Self Weight (PLF) 1 1/4" to 15' 11 3/4" N/A 13.0 -- 1 - Uniform (PSF) 0 to 16' 1" (Front) 1' 4" 15.0 40.0 Default Load Linked from: 2 - Point (lb) 9' (Front) N/A 456 1098 Shower Joists PICKUP BEAM, Support 1 Member Length : 15' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 35 / 59 aFORTEWEB' Level 2, PVE Short BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam@ PSL PASSED + + 0 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 806 @ 2" 3189 (2.25") Passed (25%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 483 @ 1' 3 3/8" 8035 Passed (6%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1133 @ 3' 1/2" 19902 Passed (6%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.006 @ 3' 1/2" 0.115 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.009 @ T 1/2" 0.287 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 255 578 833 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 255 578 833 1 1/4" Rim Board • Kim hoard is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 11" o/c Bottom Edge (Lu) 5' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Width 0 - Self Weight (PLF) 1 1/4" to 5' 11 3/4" N/A 13.0 -- 1 - Uniform (PSF) 0 to 6' 1" (Front) 4' 9" 15.0 40.0 Default Load Member Length : 5' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 36 / 59 aFORTEWEB' Level 2, PVE Long BEAM 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL PASSED + + 0 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1179 @ 15' 11" 3189 (2.25") Passed (37%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1077 @ 14' 9 5/8" 8035 Passed (13%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 5752 @ 9' 6" 19902 Passed (29%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.150 @ 8' 3 1/8" 0.315 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.229 @ 8' 3" 0.788 Passed (L/826) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/600) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 368 664 1032 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 415 771 1186 1 1/4" Rim Board • Kim hoard is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 15' 11" o/c Bottom Edge (Lu) 15' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Comments Width 0 - Self Weight (PLF) 1 1/4" to 15' 11 3/4" N/A 13.0 -- 1 - Uniform (PSF) 0 to 16' 1" (Front) 1' 4" 15.0 40.0 Default Load Linked from: PVE 2 - Point (Ib) 9' 6" (Front) N/A 255 578 Short BEAM, Support 1 Member Length : 15' 10 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 37 / 59 aFORTEWEB' Level 2, Exercise Room RIM 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED + + 0 0 J a o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1326 @ 2" 1595 (2.25") Passed (83%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1025 @ 1' 3 3/8" 4541 Passed (23%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3356 @ 5' 3 1/2" 10263 Passed (33%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.051 @ 5' 3 1/2" 0.256 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.149 @ 5' 3 1/2" 0.512 Passed (L/828) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Stud wall - HF 3.50" 2.25" 1.87" 889 370 463 1352 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.87" 889 370 463 1352 1 1/4" Rim Board • Rim hoard is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 5" o/c Bottom Edge (Lu) 10' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.25) (1.15) Comments width 0 - Self Weight (PLF) 1 1/4" to 10' 5 3/4" N/A 6.1 -- -- 1 - Uniform (PSF) 0 to 10' 7" (Front) 3' 6" 12.0 20.0 25.0 Default Load 2 - Uniform (PLF) 0 to 10' 7" (Front) N/A 120.0 - - Member Length : 10' 4 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 38 / 59 aFORTEWEB' Level 2, Detached Garage Door HEADER 1 piece(s) 6 x 12 DF No.1 PASSED 0 1 a a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 697 @ 2" 12031 (3.50") Passed (6%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 515 @ 1' 3" 8244 Passed (6%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1556 @ 4' 9 1/2" 15684 Passed (10%) 1.15 1.0 D + 1.0 S (All Spans) Vert Live Load Defl. (in) 0.013 @ 4' 9 1/2" 0.231 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Vert Total Load Defl. (in) 0.021 @ 4' 9 1/2" 0.463 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Lat Member Reaction (Ibs) 707 @ 9' 5" N/A Passed (N/A) 1.60 1.0 D + 0.6 W Lat Shear (Ibs) 618 @ 9" 11469 Passed (5%) 1.60 1.0 D + 0.6 W Lat Moment (Ft-Ibs) 1634 @ mid -span 7723 Passed (21%) 1.60 1.0 D + 0.6 W Lat Deflection (in) 0.069 @ mid -span 0.925 Passed (L/999+) -- 1.0 D + 0.6 W Bi-Axial Bending 0.24 1.00 Passed (24%) 1.60 1.0 D + 0.6 W • Deflection criteria: LL (L/480) and TL (L/240). • Lateral deflection criteria: Wind (L/120) • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Trimmer - SPF 3.50" 3.50" 1.50" 278 335 419 697 None 2 - Trimmer - SPF 3.50" 3.50" 1.50" 278 335 419 697 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 7" o/c Bottom Edge (Lu) 9' 7" o/c -Maximum allowable bracing intervals based on applied load. 0 Member Length : 9' 7" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce -Pine -Fir Nails 16d (0.135" x 3 1/2") (End) 8 Right 2X Spruce -Pine -Fir Nails 16d (0.135" x 3 1/2") (End) 8 Dead Roof Live Snow Vertical Loads Location Tributa mom(0.90) (1.25) ("IS) Comments Width JL 0 - Self Weight (PLF) 0 to 9' 7" N/A 16.0 1 - Uniform (PSF) 0 to 9' 7" 3' 6" 12.0 20.0 25.0 Default Load Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 10, 25.5 • AbL r/bri i aec. su.,r: rxposure i.aiegory tu), mean Koor neignr tzc), i opograpnic racror ti.u), wma uirecoonaucy racror tu.o.)J, rsasic wma bpeea tyuJ, KisK Uacegorytu), rrrecove wina Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 39 / 59 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB 0.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 40 / 59 aFORTEWEB' Level 2, Deck joist PICKUP BEAM 1 piece(s) 5 1/4" x 11 7/8" 2.2E Parallam® PSL PASSED 0 1 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1268 @ 2" 4784 (2.25") Passed (27%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 980 @ 1' 3 3/8" 12053 Passed (8%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 3211 @ 5' 3 1/2" 29854 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.032 @ 5' 3 1/2" 0.256 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.043 @ 5' 3 1/2" 0.512 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 339 953 1292 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 339 953 1292 1 1/4" Rim Board • Kim hoard is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 5" o/c Bottom Edge (Lu) 10' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Width 0 - Self Weight (PLF) 1 1/4" to 10' 5 3/4" N/A 19.5 1 - Uniform (PSF) 0 to 10' 7" (Front) 3' 15.0 60.0 Default Load 0 Member Length : 10' 4 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 41 / 59 aFORTEWEB' Roof, High Roof JOISTS 1 piece(s) 2 x 12 HF No.2 @ 24" OC PASSED + F 0 12 1.5 F_ L Ell o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 694 @ 2 1/2" 2126 (3.50") Passed (33%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 588 @ 1' 2 11/16" 1941 Passed (30%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 2647 @ 8' 1/2" 2964 Passed (89%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.297 @ 8' 1/2" 0.526 Passed (L/637) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.513 @ 8' 1/2" 0.789 Passed (L/369) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on Nos. Supports ' Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Roof Live Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50"2 FDead 322 402 694 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50"2 322 402 694 Blocking • 1:51OcKing vaneis are assumes ro carry no ioaas appuea oirecny aoove mem ano me Tuu ioaa is appuea co me member oemg oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 2" o/c Bottom Edge (Lu) 16' 3" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Roof Live (1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 16' 1" 24" 18.0 20.0 25.0 Default Load 0 Member Length : 16' 3 15/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 1.5/12 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 42 / 59 aFORTEWEB' Roof, Foyer Roof JOISTS 1 piece(s) 1 1/2" x 11 7/8" 1.5E TimberStrand@ LSL @ 24" OC PASSED 0 Ell o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 743 @ 2 1/2" 2231 (3.50") Passed (33%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 641 @ 1' 3 3/8" 4097 Passed (16%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3300 @ 9' 3 1/2" 7913 Passed (42%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.408 @ 9' 3 1/2" 0.606 Passed (L/534) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.653 @ 9' 3 1/2" 0.908 Passed (L/334) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 4% increase in the moment capacity has been added to account for repetitive member usage. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Stud wall - SPF 3.50" 3.50" 1.50" 279 372 465 743 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 279 372 465 743 Blocking • 1:51@CKing Panels are assumea to carry no loans appnea alrectly aoove tnem ana me Tull loaa Is appllea to the memDer Deing aeslgnea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' o/c Bottom Edge (Lu) 18' 7" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load ' Location (Side) Spacing Dead (0.90) Roof Live (1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 18' 7" 24" 15.0 20.0 25.0 Default Load 0 Member Length : 18' 7" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes Veyerhaeuser 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 elated 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 esponsible 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 Veyerhaeuser 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-138-, nd/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to A,4w.weyerhaeuser.com/woodproducts/document-library. 'he product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 43 / 59 aFORTEWEB' Roof, Breezeway Roof JOISTS 1 piece(s) 2 x 6 DF No.1 @ 24" OC PASSED 0 12 1.5F_ L a a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 124 @ 2 1/2" 2231 (3.50") Passed (6%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 64 @ 8 15/16" 1139 Passed (6%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 71 @ 1' 6 1/2" 1083 Passed (7%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.002 @ 1' 6 1/2" 0.134 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.003 @ 1' 6 1/2" 0.179 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on Nos. Supports ' Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 47 62 77 124 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50" 47 62 77 124 Blocking • 1:51OcKmg vaneis are assumes ro carry no ioaas appuea Direcny aoove mem ano me Tuu ioaa is appuea co me member Demg Designeo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 1" o/c Bottom Edge (Lu) 3' 1" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Roof Live (1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 3' 1" 24" 15.0 20.0 25.0 Default Load 0 Member Length : 3' 2" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 1.5/12 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 44 / 59 aFORTEWEB' Roof, Garage Roof JOISTS 1 piece(s) 2 x 12 HF No.2 @ 24" OC PASSED 16' 10" 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 699 @ 2 1/2" 2126 (3.50") Passed (33%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 601 @ 1' 2 11/16" 1941 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 2898 @ 8' 8 1/2" 2964 Passed (98%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.412 @ 8' 8 1/2" 0.571 Passed (L/498) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.662 @ 8' 8 1/2" 0.857 Passed (L/311) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. Supports ' Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Roof Live Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50"3 FDead 348 435 699 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50"3 348 435 699 Blocking • uwcKmg vaneis are assumes ro carry no ioaas appuea oirecny aoove mem ano me Tuu ioaa is appuea ro me member oemg oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 1' 4" o/c Bottom Edge (Lu) 17' 7" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Roof Live (1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 17' 5" 24" 15.0 20.0 25.0 Default Load 0 Member Length : 17' 8 1/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 1.5/12 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 45 / 59 aFORTEWEB' Roof, Deck Roof JOISTS 1 piece(s) 2 x 6 DF No.1 @ 24" OC PASSED 0- 12 1.5 L a a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 374 @ 2 1/2" 2231 (3.50") Passed (17%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 315 @ 8 15/16" 1139 Passed (28%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 797 @ 4' 8" 1083 Passed (74%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.204 @ 4' 8" 0.449 Passed (L/528) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.328 @ 4' 8" 0.599 Passed (L/329) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on Nos. Supports ' Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Roof Live Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50"1 FDead 187 233 374 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50"1 187 233 374 Blocking • uwcKmg vaneis are assumes ro carry no ioaas appuea oirecny aoove mem ano me Tuu ioaa is appuea co me member oemg oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 5" o/c Bottom Edge (Lu) 9' 5" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Roof Live (1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 9' 4" 24" 15.0 20.0 25.0 Default Load 0 Member Length : 9' S 9/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 1.5/12 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 46 / 59 aFORTEWEB' Roof, Breezeway Ridge BEAM 1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam PASSED Ell 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1099 @ 2" 5206 (3.50") Passed (21%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 883 @ 1' 1/2" 6400 Passed (14%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 2727 @ 5' 3 1/2" 10868 Passed (25%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.081 @ 5' 3 1/2" 0.342 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.135 @ 5' 3 1/2" 0.512 Passed (L/913) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 10' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Stuowall SPF 3.50" 3.50" 1.50" 437 529 661 1099 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 437 529 661 1099 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 7" o/c Bottom Edge (Lu) 10' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 10' 7" N/A 7.7 1 - Uniform (PSF) 0 to 10' 7" (Front) 5' 15.0 20.0 25.0 Default Load Member Length : 10' 7" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 47 / 59 aFORTEWEB' Roof, Breezeway Ridge PICKUP BEAM 1 piece(s) 4 x 8 DF No.2 PASSED 0 J a a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2047 @ 2" 3189 (2.25") Passed (64%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1559 @ 10 3/4" 3502 Passed (45%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 3093 @ 2' 8" 3438 Passed (90%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.042 @ 2' 8" 0.125 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.072 @ 2' 8" 0.250 Passed (L/829) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on Nos. 0 Member Length : 5' 1 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 855 827 264 847 2110 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 855 827 265 847 2110 1 1/4" Rim Board • Kim noara is assumea to carry an ioaas appuea airecny aoove it, Dypassing the memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 52" o/c Bottom Edge (Lu) 5' 2" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Snow Vertical Loads ' Location (Side) Tributary (0.90) (1.00) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 5' 2 3/4" N/A 6.4 1 - Uniform (PSF) 0 to 5' 4" (Front) 7' 9" 30.0 40.0 - 25.0 Default Load Linked from: 2 - Point (lb) 2' 8" (Front) N/A 437 - 529 661 Breezeway Ridge BEAM, Support 1 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 48 / 59 aFORTEWEB' Roof, Breezeway Eave BEAM 1 piece(s) 3 1/2" x 7 1/2" 24F-V4 DF Glulam PASSED r i l a a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 563 @ 2" 5206 (3.50") Passed (11%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 465 @ 11" 5333 Passed (9%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 1397 @ 5' 3 1/2" 7547 Passed (19%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.070 @ 5' 3 1/2" 0.342 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.119 @ 5' 3 1/2" 0.512 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 10' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on Nos. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Stuowall SPF 3.50" 3.50" 1.50" 232 265 331 563 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 232 265 331 563 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 7" o/c Bottom Edge (Lu) 10' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 10' 7" N/A 6.4 1 - Uniform (PSF) 0 to 10' 7" (Front) 2' 6" 15.0 20.0 25.0 Default Load Member Length : 10' 7" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 49 / 59 aFORTEWEB' Roof, Deck Roof Ridge BEAM 1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam PASSED Ell 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1893 @ 2" 5206 (3.50") Passed (36%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1520 @ 1' 1/2" 6400 Passed (24%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 4697 @ 5' 3 1/2" 10868 Passed (43%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.142 @ 5' 3 1/2" 0.342 Passed (L/866) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.232 @ 5' 3 1/2" 0.512 Passed (L/530) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 10' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Stuowall SPF 3.50" 3.50" 1.50" 735 926 1158 1893 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 735 926 1158 1893 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 7" o/c Bottom Edge (Lu) 10' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 10' 7" N/A 7.7 1 - Uniform (PSF) 0 to 10' 7" (Front) 8191, 15.0 20.0 25.0 Default Load Member Length : 10' 7" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 50 / 59 aFORTEWEB' Roof, Deck Roof Eave BEAM 1 piece(s) 5 1/2" x 6" 24F-V4 DF Glulam PASSED a Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 975 @ 2" 5012 (2.25") Passed (19%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 846 @ 9 1/2" 6705 Passed (13%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 2469 @ 5' 3 1/2" 7590 Passed (33%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.157 @ 5' 3 1/2" 0.342 Passed (L/784) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.262 @ 5' 3 1/2" 0.512 Passed (L/469) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 10' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports * Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 399 476 595 994 1 1/4" Rim Board 2 - Stud wall - HF 3.50" 2.25" 1.50" 399 476 595 994 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 5" o/c Bottom Edge (Lu) 10' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 10' 5 3/4" N/A 8.0 1 - Uniform (PSF) 0 to 10' 7" (Front) 4' 6" 15.0 20.0 25.0 Default Load Member Length : 10' 4 1/2" System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 51 / 59 aFORTEWEB' Roof, Detached Garage JOISTS 1 piece(s) 2 x 12 HF No.2 @ 24" OC PASSED + F 0 12 1.5F_ L Ell o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 505 @ 2 1/2" 2126 (3.50") Passed (24%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 407 @ 1' 2 11/16" 1941 Passed (21%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1485 @ 6' 3 1/2" 2964 Passed (50%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.108 @ 6' 3 1/2" 0.613 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.174 @ 6' 3 1/2" 0.817 Passed (L/847) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on Nos. Supports ' Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Roof Live Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50"0 FDead 252 315 505 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50"0 252 315 505 Blocking • LSwcKmg vaneis are assumes ro carry no ioaas appuea oirecny aoove mem ano me Tuu ioaa is appuea co me member oemg oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' o/c Bottom Edge (Lu) 12' 8" o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Roof Live (1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 12' 7" 24" 15.0 20.0 25.0 Default Load 0 Member Length : 12' 9 9/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 1.5/12 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 52 / 59 aFORTEWEB' Roof, Master Long HEADER 1 piece(s) 6 x 12 DF No.2 PASSED 0 1 Ell o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1339 @ 2" 12031 (3.50") Passed (11%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1131 @ 1' 3" 8244 Passed (14%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 5164 @ 8' 1/2" 10166 Passed (51%) 1.15 1.0 D + 1.0 S (All Spans) Vert Live Load Defl. (in) 0.134 @ 8' 1/2" 0.394 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Vert Total Load Defl. (in) 0.254 @ 8' 1/2" 0.788 Passed (L/743) -- 1.0 D + 1.0 S (All Spans) Lat Member Reaction (Ibs) 888 @ 15' 11" N/A Passed (N/A) 1.60 1.0 D + 0.6 W Lat Shear (Ibs) 822 @ 9" 11469 Passed (7%) 1.60 1.0 D + 0.6 W Lat Moment (Ft-Ibs) 3497 @ mid -span 6764 Passed (52%) 1.60 1.0 D + 0.6 W Lat Deflection (in) 0.527 @ mid -span 0.788 Passed (L/358) -- 1.0 D + 0.6 W Bi-Axial Bending 0.72 1.00 Passed (72%) 1.60 1.0 D + 0.45 W + 0.75 L + 0.75 S • Deflection criteria: LL (L/480) and TL (L/240). • Lateral deflection criteria: Wind (L/240) • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Trimmer - DF 3.50" 3.50" 1.50" 635 563 704 1339 None 2 - Trimmer - DF 3.50" 3.50" 1.50" 635 563 704 1339 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 16' 1" o/c Bottom Edge (Lu) 16' 1" o/c -Maximum allowable bracing intervals based on applied load. 0 Member Length : 16' 1" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Lateral Connections: Simpson Strong -Tie Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Douglas Fir -Larch Angle Connectors A21 6 (4) - 10d x 1 1/2" Right 2X Douglas Fir -Larch Angle Connectors A21 6 (4) - 10d x 1 1/2" Dead Roof Live Snow Vertical Loads Tributary (0.90) (1.25) ("IS) Comments Width JL 0 - Self Weight (PLF) 0 to 16' 1" N/A 16.0 1 - Uniform (PSF) 0 to 16' 1" 3' 6" 18.0 20.0 25.0 Default Load Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 7' 6" 25.1 • AbL r/bri i aec. su.,r: rxposure i.aiegory tu), mean Koor neignr tzc), i opograpnic racror ti.u), wma uirecoonaucy racror tu.o.)J, rsasic wma bpeea tyuJ, KisK Uacegorytu), rrrecove wina Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 53 / 59 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB 0.7, Engine: V8.4.0.40, Data: V8.1.5.O Weyerhaeuser File Name: Reid Residence Page 54 / 59 aFORTEWEB' Roof, Hallway HEADER 1 piece(s) 5 1/2" x 9" 24F-V4 DF Glulam PASSED N Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1942 @ 0 5363 (1.50") Passed (36%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1640 @ 10 1/2" 10057 Passed (16%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 5462 @ 5' 7 1/2" 17078 Passed (32%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.116 @ 5' 7 1/2" 0.375 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.207 @ 5' 7 1/2" 0.563 Passed (L/652) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 11' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports= Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Trimmer - SPF 1.50" 1.50" 1.50" 852 872 1090 1942 None 2 - Trimmer - SPF 3.50" 3.50" 1.50" 878 898 1122 2000 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 11' 5" o/c Bottom Edge (Lu) 11' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 11' 5" N/A 12.0 1 - Uniform (PSF) 0 to 11' 5" T 9" 18.0 20.0 25.0 Default Load Member Length : 11' 5" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 55 / 59 aFORTEWEB' Roof, typ. 6' HEADER 1 piece(s) 4 x 8 DF No.1 PASSED 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1118 @ 2" 7656 (3.50") Passed (15%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 814 @ 10 3/4" 3502 Passed (23%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1659 @ 3' 3 1/2" 3820 Passed (43%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.035 @ 3' 3 1/2" 0.156 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.062 @ T 3 1/2" 0.313 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. 91 Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Trimmer - SPF 3.50" 3.50" 1.50" 480 510 638 1118 None 2 - Trimmer - SPF 3.50" 3.50" 1.50" 480 510 638 1118 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 6' 7" o/c Bottom Edge (Lu) 6' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 6' 7" N/A 6.4 -- 1 - Uniform (PSF) 0 to 6' 7" 7' 9" 18.0 1 20.0 1 25.0 Default Load 0 Member Length : 6' 7" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 56 / 59 aFORTEWEB' Roof, Stair/PVE HEADER 1 piece(s) 3 1/2" x 9 1/2" 2.2E Parallam@ PSL PASSED 0 r Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1733 @ 2" 7656 (3.50") Passed (23%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1360 @ 1' 1" 7393 Passed (18%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 4083 @ 5' 1/2" 15016 Passed (27%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.079 @ 5' 1/2" 0.244 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.140 @ T 1/2" 0.488 Passed (L/837) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Trimmer - SPF 3.50" 3.50" 1.50" 756 781 977 1733 None 2 - Trimmer - SPF 3.50" 3.50" 1.50" 756 781 977 1733 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 1" o/c Bottom Edge (Lu) 10' 1" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location Tributary (0.90) (1.25) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 10' 1" N/A 10.4 1 - Uniform (PSF) 0 to 10' 1" T 9" 18.0 20.0 25.0 Default Load 0 Member Length : 10' 1" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Veyerhaeuser 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 elated 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 esponsible 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 Veyerhaeuser 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-138-, nd/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to A,vw.weyerhaeuser.com/woodproducts/document-library. 'he product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 57 / 59 aFORTEWEB' Roof, 208 Bedroom HEADER 1 piece(s) 4 x 8 DF No.1 PASSED 0 1 Ell o Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 237 @ 2" 7656 (3.50") Passed (3%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 193 @ 10 3/4" 3502 Passed (5%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 529 @ 4' 9 1/2" 3820 Passed (14%) 1.15 1.0 D + 1.0 S (All Spans) Vert Live Load Defl. (in) 0.022 @ 4' 9 1/2" 0.231 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Vert Total Load Defl. (in) 0.043 @ 4' 9 1/2" 0.313 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Lat Member Reaction (Ibs) 439 @ 9' S" N/A Passed (N/A) 1.60 1.0 D + 0.6 W Lat Shear (Ibs) 400 @ 7" 4872 Passed (8%) 1.60 1.0 D + 0.6 W Lat Moment (Ft-Ibs) 1015 @ mid -span 2694 Passed (38%) 1.60 1.0 D + 0.6 W Lat Deflection (in) 0.249 @ mid -span 0.463 Passed (L/447) -- 1.0 D + 0.6 W Bi-Axial Bending 0.43 1.00 Passed (43%) 1.60 1.0 D + 0.6 W • Deflection criteria: LL (L/480) and TL (5/16"). • Lateral deflection criteria: Wind (L/240) • Applicable calculations are based on Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Factored 1 - Trimmer - SPF 3.50" 3.50" 1.50" 117 96 120 237 None 2 - Trimmer - SPF 3.50" 3.50" 1.50" 117 96 120 237 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 7" o/c Bottom Edge (Lu) 9' 7" o/c -Maximum allowable bracing intervals based on applied load. 0 Member Length : 9' 7" System: Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce -Pine -Fir Nails 10d (0.128" x 3") (End) 6 Right 2X Spruce -Pine -Fir Nails 10d (0.128" x 3") (End) 6 Dead no Roof Live Snow IM Vertical Loads Location (0.90) (1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 9' 7" N/A 6.4 1 - Uniform (PSF) 0 to 9' 7" 1' 18.0 20.0 25.0 Default Load Lateral Load 1 - Uniform (PSF) Full Length Tributary Width 6' 26.4 • ,vsct/sti i sec. ju.4: txposure category (u), Mean Koor neignt (zc), i opograpnic racror (i.u), wma uirecrionauty racror (u.bb), basic wma 5peea (9b), KIsK category(rl), trrecove wina ,urea determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 Weyerhaeuser File Name: Reid Residence Page 58 / 59 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. 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 ForteWEB Software Operator Job Notes Joe McCoy SSF Engineers (206) 956-3742 jmccoy@ssfengineers.com 4/18/2024 4:54:17 PM UTC ForteWEB 0.7, Engine: V8.4.0.40, Data: V8.1.5.O Weyerhaeuser File Name: Reid Residence Page 59 / 59 SWENSON SAY FAGET Joe McCoy H:\Users\ mccoy\Residential\Reid Residence\Deck Channel.vap Thursday, April 18, 2024 10:01 AM Member Disulacements Member Dy Min Dy Max Dz Min Dz Max in I in in in BmX002 -0.02 (4) 0.00 (11) 0.00 (11) 0.00 (11) BmX003 0.00(4) 0.03(4) 0.00 (11) 0.00 (11) BmX004 -0.08 (4) 0.00 (11) 0.00 (11) 0.00 (11) Deck Channel: Results Axial Deflections Manual Kz: False Size Constraints Strong (dy): None Kz Sidesway?: False Limit Depth?: False Weak (dz): None Manual Ky: False Limit Width?: False Ky Sidesway?: False Overrides Override Fy?: False Override Cb?: False Override HSS t_des?: False Advanced Torsion: False Steel Material: ASTM A36 Specification: AISC 360-22 LRFD Composite Beam?: False Bracing Torsional Bracing Seismic Compactness: Not Ductile Lateral Top (+y): Unbraced Lateral Top (+y): True Check Constrained Axis FTB?: False Lateral Bottom (-y): Unbraced Lateral Bottom (-y): True Overstrength?: False Strong (z): Unbraced Strong (z): True Live Load Reduction: None Disable Checks?: False Check Level: Each Limit State Deck Channel: Strong Flexure Check Member Section Offset Result Case Demand Capacity Mz Code Unity Details in Mz K-in Reference Check K-in BmX002 C12X20.7 57.60 2. 1.2D+1.6L+0.5Lr 48.94 570.52 F2-2 0.09 Lp = 39.8 in, Lr = 146 in, Lb = 120 in, Cb = 1 Deck Channel: Strong Shear Check Member Section Offset Result Case Demand Capacity Vy Code Unity Check Details in Vy K Reference K BmX002 C12X20.7 120.00 2. 1.2D+1.6L+0.5Lr -1.94 65.78 G2-1 0.03 Shear Area = 3.38 inA2, Cv = 1 VisualAnalysis 22.00.0002, Full Design www.iesweb.com 71 SWENSON SAY FAGET Joe McCoy H:\Users\ mccoy\Residential\Reid Residence\Folding door low beam.vap Thursday, April 18, 2024 10:05 AM Member Disulacements Member Dy Min Dy Max Dz Min Dz Max I in I in in I in BmX001 -0.34 (2) 0.00(4) 0.00(4) 0.00(4) Folding Door Low Beam: Results Axial Deflections Manual Kz: False Size Constraints Strong (dy): None Kz Sidesway?: False Limit Depth?: False Weak (dz): None Manual Ky: False Limit Width?: False Ky Sidesway?: False Overrides Override Fy?: False Override Cb?: False Override HSS t_des?: False Advanced Torsion: False Steel Material: ASTM A500 Grade C (Fy = 50ksi) Specification: AISC 360-22 LRFD Composite Beam?: False Bracing Torsional Bracing Seismic Compactness: Not Ductile Lateral Top (+y): Unbraced Lateral Top (+y): True Check Constrained Axis FTB?: False Lateral Bottom (-y): Unbraced Lateral Bottom (-y): True Overstrength?: False Strong (z): Unbraced Strong (z): True Live Load Reduction: None Disable Checks?: False Check Level: Each Limit State Fnldinn Dnnr 1 nw Ream- Strnnn FlPxurP. Check Member Section Offset Result Case Demand Capacity Mz Code Unity Check Details in Mz K-in Reference K-in BmX001 HSS5X5X.250 93.00 1.1.4D 43.72 342.45 F7-1 0.13 FoldingDoor Low Beam: Strong Shear Check Member Section Offset Result Case Demand Capacity Vy Code Unity Check in Vy K Reference K Lb = 186 in, Cb = 1.14 Details BmX001 HSS5X5X.250 0.00 1. 1AD 0.94 54.12 G4-1 0.02 Shear Area = 2 inA2, Cv = 1 VisualAnalysis 22.00.0002, Full Design www.iesweb.com 72 Member Displ, Member BmX001 BmX005 Dy Min in -0.18 (4) -0.04 (3) E-W folding door beam: Results Deflections Strong (dy): None Weak (dz): None Overrides Override Fy?: False Override Cb?: False Override HSS t_des?: False Advanced Torsion: False Steel Material: ASTM A992 Grade 50 Specification: AISC 360-22 LRFD Composite Beam?: False Seismic Compactness: Not Ductile Check Constrained Axis FTB?: False Overstrength?: False Live Load Reduction: None Disable Checks?: False Check Level: Each Limit State SWENSON SAY FAGET Joe McCoy H:\Users\ mccoy\Residential\Reid Residence\E-W Folding Door Beam.vap Thursday, April 18, 2024 10:07 AM Dy Max in 0.03(2) 0.01(2) Axial Manual Kz: False Kz Sidesway?: False Manual Ky: False Ky Sidesway?: False Bracing Lateral Top (+y): Unbraced Lateral Bottom (-y): Unbraced Strong (z): Unbraced Dz Min Dz Max in in 0.00 (11) 0.00 (11) 0.00 (11) 0.00 (11) Size Constraints Limit Depth?: False Limit Width?: False E-W folding door beam: Strong Flexure Check Member Section Offset Result Case Demand Mz Capacity Mz Code Unity Check in I K-in K-in Reference BmX001 W14X26 96.00 2.1.2D+1.6L+0.5Lr-248.93 805.07 F2-3 0.31 E-W folding door beam: Strong Shear Check Member Section Offset Result Case Demand Vy Capacity Vy in I K I K BmX001 W14X26 96.00 2.1.2D+1.6L+0.5Lr -4.21 106.34 Torsional Bracing Lateral Top (+y): True Lateral Bottom (-y): True Strong (z): True Details Lp = 45.6 in, Lr = 133 in, Lb = 264 in, Fcr = 25.4 Ksi, Cb = 1.97 Code I Unity Check Details Reference G2-1 0.04 Shear Area = 3.54 inA2, Cv = 1, h/tw = 48.1 VisualAnalysis 22.00.0002, Full Design www.iesweb.com 73