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STRUCTURAL CALS APPROVED 4.22.20.pdf#18040 UPPER FLOOR FRAMING Member Name Results Current Solution Comments FJ-1 MAIN FLOOR JOIST Passed 1 piece(s) 16" TJI® 210 @ 16" OC FJ-1 SHORT Passed 1 piece(s) 16" TJI® 210 @ 16" OC BM-1 UPPER FLOOR DROP BEAM (LONG) Passed 1 piece(s) 7" x 18" 2.0E Parallam® PSL BM-1 UPPER FLOOR DROP BEAM (SHORT) Passed 1 piece(s) 5 1/4" x 16" 2.0E Parallam® PSL FJ-1 @ BM-2 & BM-9 Passed 1 piece(s) 16" TJI® 210 @ 16" OC BM-2 UPPER FLOOR FLUSH BEAM Passed 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL BM-9 UPPER FLOOR FLUSH BEAM Passed 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL BM-3 LOW ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 BM-4 LOW ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 HDR-1 GARAGE DOOR Passed 1 piece(s) 5 1/4" x 11 1/4" 2.0E Parallam® PSL LOW ROOF FRAMING Member Name Results Current Solution Comments RR-1 @ LOW GALBE ROOF Passed 1 piece(s) 2 x 4 Hem-Fir No. 2 @ 24" OC BM-5 RIDGE BEAM LOW GABLE ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 HDR-2, 6FT TYP Passed 1 piece(s) 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL HDR-3, 4FT TYP Passed 2 piece(s) 2 x 8 Hem-Fir No. 2 MAIN FLOOR FRAMING Member Name Results Current Solution Comments FJ-2 MAIN FLOOR JOIST Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC BM-6 MAIN FLOOR BEAM Passed 2 piece(s) 2 x 6 Hem-Fir No. 1 BM-7 MAIN FLOOR BEAM Passed 2 piece(s) 2 x 8 Hem-Fir No. 2 LB-1 MAIN FLOOR LEDGER Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 BM-8 MAIN FLOOR BEAM Passed 1 piece(s) 4 x 8 Hem-Fir No. 2 ADAM's Residence JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3 File Name: ADAM's Residence Page 1 / 221.0 Upper Floor Framing Bedroom Ceiling Beam: 3.5x9.5 PSL Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1513 @ 3' 8 1/4"2565 (5.25")Passed (59%)1.00 1.0 D + 1.0 L (Adj Spans) Shear (lbs)741 @ 3' 5 1/2"2190 Passed (34%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-2230 @ 3' 8 1/4"5140 Passed (43%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.112 @ 13' 10 1/2"0.501 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.148 @ 13' 10 3/8"1.002 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) TJ-Pro™ Rating 52 Any Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 10" o/c based on loads applied, unless detailed otherwise. •-213 lbs uplift at support located at 4 1/2". Strapping or other restraint may be required. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of decking_2332Panels that is gluedAndNailedDown. •Additional considerations for the TJ-Pro™ Rating include: 5/8" Gypsum ceiling, bridging or blocking at max. 8' o.c.. • 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - HF 5.50"4.00"1.75"286 111/-499 397/- 499 1 1/2" Rim Board 2 - Beam - PSL 5.50"5.50"3.50"369 1145 1514 Blocking 3 - Beam - PSL 5.50"5.50"3.50"308 948 1256 Blocking 4 - Stud wall - HF 5.50"4.00"1.75"378 156/-262 534/- 262 1 1/2" Rim Board Dead Floor Live Vertical Loads Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 29' 6"16"13.0 40.0 Default Load 2 - Point (PLF)0 16"311.0 -Relief, Ext. Wall + Roof PLF 3 - Point (PLF)29' 6"16"311.0 -Relief, Ext. Wall + Roof PLF Member Notes FJ-1 Multi Span @ Garage All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, FJ-1 MAIN FLOOR JOIST 1 piece(s) 16" TJI® 210 @ 16" OC ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 2 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1555 @ 20' 3 1/4"2565 (5.25")Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Shear (lbs)792 @ 20' 1/2"2190 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-2806 @ 20' 3 1/4"5140 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.168 @ 9' 3 3/8"0.497 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.221 @ 9' 3 1/4"0.995 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) TJ-Pro™ Rating 52 45 Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 10" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 2" o/c based on loads applied, unless detailed otherwise. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of decking_2332Panels that is gluedAndNailedDown. •Additional considerations for the TJ-Pro™ Rating include: 5/8" Gypsum ceiling, bridging or blocking at max. 8' o.c.. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - HF 5.50"5.50"1.75"144 446/-2 590/-2 Blocking 2 - Beam - PSL 5.50"5.50"3.50"381 1173 1554 Blocking 3 - Stud wall - HF 5.50"5.50"1.75"340 156/-385 496/- 385 Blocking Dead Floor Live Vertical Loads Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 26' 1/2"16"13.0 40.0 Default Load 2 - Point (PLF)26'16"311.0 -Relief, Exterior Wall + Roof PLF Member Notes FJ-1 Multi Span @ Garage 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, FJ-1 SHORT 1 piece(s) 16" TJI® 210 @ 16" OC ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 4 / 22 CHECK IF WEB STIFFENERS ARE REQUIRED. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11643 @ 4"15593 (5.50")Passed (75%)--1.0 D + 1.0 L (All Spans) Shear (lbs)9284 @ 1' 11 1/2"24360 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)52821 @ 10' 1/2"87330 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.446 @ 10' 3 5/8"0.502 Passed (L/540)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.614 @ 10' 3 5/8"1.004 Passed (L/392)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 20' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 9" o/c based on loads applied, unless detailed otherwise. •Member should be side-loaded from both sides of the member or braced to prevent rotation. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - HF 5.50"5.50"4.11"3164 8480 11644 Blocking 2 - Stud wall - HF 5.50"5.50"3.71"2886 7624 10510 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 20' 9"N/A 39.5 -- 1 - Uniform (PLF)8' to 20' 9" (Top)N/A 231.0 711.0 Linked from: FJ-1 MAIN FLOOR JOIST, Support 3 2 - Uniform (PLF)0 to 8' (Front)N/A 285.8 879.8 Linked from: FJ-1 SHORT, Support 2 Member Notes BM-1 (LONG) Drop Beam @ Garage Int. Supp. for FJ-1 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, BM-1 UPPER FLOOR DROP BEAM (LONG) 1 piece(s) 7" x 18" 2.0E Parallam® PSL ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 5 / 22 Timber Beam-Column Design NDS 2012 Edition Pacific Engineering - Technologies - Member Identification Service conditions: Cm Ct CF Cfu Ci Cr Fb x-x psi 1.00 1.0 1.30 -1.00 1.00 psi Fb y-y psi 1.00 1.0 1.30 1.15 1.00 1.00 psi Ft psi 1.00 1.0 1.30 - 1.00 -psi Fv psi 1.00 1.0 - - 1.00 -psi Fc psi 1.00 1.0 1.10 - 1.00 -psi E psi 1.00 1.0 - -1.00 - psi Emin psi 1.00 1.0 - -1.00 - psi three 2 by 6 adjust size in in 4.50 in 5.50 in Area = 24.75 in2 S x-x = 22.69 in3 Height 9.33 ft S y-y = 18.56 in3 x - - - - - -x lu x-x 9.33 ft 1.00 20.36 lu y-y 9.33 ft 1.00 24.88 Le*d =2.06 x lu y-y *d =1269 for major axis bending Le/d =24.88 for compression Axial 3,164 lb 8,480 lb lb lb Mx-x ft-lb ft-lb ft-lb ft-lb My-y ft-lb ft-lb ft-lb ft-lb V lb lb lb lb LDF 0.90 1.00 1.15 1.60 1.60 1.60 RB 7.91 7.91 7.91 7.91 7.91 7.91 F*b 995 1,105 1,271 1,768 1,768 1,768 FbE1 9,003 9,003 9,003 9,003 9,003 9,003 CL 0.99 0.99 0.99 0.99 0.99 0.99 F*c 1,287 1,430 1,645 2,288 2,288 2,288 FcE1 932 932 932 932 932 932 FcE2 624 624 624 624 624 624 Cp 0.42 0.39 0.34 0.26 0.26 0.26 Axial Mx-x My-y V fc fb x-x fb y-y fv F'b x-x F'v 11,644 0 0 0 470 0 0 0 1097 150 0.85 3,164 0 0 0 128 0 0 0 1260 173 0.23 D+0.75(L+S)9524 0 0 0 385 0 0 0 1260 173 0.68 D+0.6*W1 3164 0 0 0 128 0 0 0 1747 240 0.22 D+0.6*W2 3164 0 0 0 128 0 0 0 1747 240 0.22 D+0.75(L+W1+S)9524 0 0 0 385 0 0 0 1747 240 0.66 D+0.75(L+W2+S)9524 0 0 0 385 0 0 0 1747 240 0.66 D+0.75(L+S+E)9524 0 0 0 385 0 0 0 1747 240 0.66 1898 0 0 0 77 0 0 0 1747 240 0.13 1898 0 0 0 77 0 0 0 1747 240 0.13 1898 0 0 0 77 0 0 0 1747 240 0.13 0.6D-.7E 584 2033 0.6D-.6*W1 584 2033 0.6D-.6*W2 584 2033 584 2033 584 2033 584 2033 565 1461 584 2033 584 2033 D+L 554 1271 D+S 565 1461 NDS 3.71 NDS 3.71 NDS 3.71 NDS 3.71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Analysis Results - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Inter- actionLoad Case F'c/Ft F'b y-y lb lb NDS 3.3 NDS 3.3 NDS 3.3 NDS 3.3 lb lb ft-lb ft-lb ft-lb ft-lb Y Member Service Loads Dead Live Snow Wind1 Wind2 E/1.4 True dimensions 4.50"5.50"Ke x-x = -> le 1/d = Ke y-y = -> le 2/d = 470,000 E'min =470,000 Member is nominal Y 1,300 F*c =1,430 1,300,000 E' =1,300,000 525 Ft =683 150 Fv =150 Timber Properties Adjusted Properties 850 F*b x-x =1,105 850 F*b y-y =1,271 Dry service Temperature up to 100 deg F ADAMS RESIDENCE 18040 POST - 1 Simple Span Timber Species:Hem-Fir Grade is No. 2 Sawn Lumber 2" to 4" wide printed 3/2/202010:50 AM Timber Beam-Column Design NDS 2012 Edition Pacific Engineering - Technologies - Member Identification Service conditions: Cm Ct CF Cfu Ci Cr Fb x-x psi 1.00 1.0 1.30 -1.00 1.00 psi Fb y-y psi 1.00 1.0 1.30 1.15 1.00 1.00 psi Ft psi 1.00 1.0 1.30 - 1.00 -psi Fv psi 1.00 1.0 - - 1.00 -psi Fc psi 1.00 1.0 1.10 - 1.00 -psi E psi 1.00 1.0 - -1.00 - psi Emin psi 1.00 1.0 - -1.00 - psi three 2 by 6 adjust size in in 4.50 in 5.50 in Area = 24.75 in2 S x-x = 22.69 in3 Height 9.33 ft S y-y = 18.56 in3 x - - - - - -x lu x-x 9.33 ft 1.00 20.36 lu y-y 9.33 ft 1.00 24.88 Le*d =2.06 x lu y-y *d =1269 for major axis bending Le/d =24.88 for compression Axial 5,250 lb 8,217 lb lb lb Mx-x ft-lb ft-lb ft-lb ft-lb My-y ft-lb ft-lb ft-lb ft-lb V lb lb lb lb LDF 0.90 1.00 1.15 1.60 1.60 1.60 RB 7.91 7.91 7.91 7.91 7.91 7.91 F*b 995 1,105 1,271 1,768 1,768 1,768 FbE1 9,003 9,003 9,003 9,003 9,003 9,003 CL 0.99 0.99 0.99 0.99 0.99 0.99 F*c 1,287 1,430 1,645 2,288 2,288 2,288 FcE1 932 932 932 932 932 932 FcE2 624 624 624 624 624 624 Cp 0.42 0.39 0.34 0.26 0.26 0.26 Axial Mx-x My-y V fc fb x-x fb y-y fv F'b x-x F'v 13,467 0 0 0 544 0 0 0 1097 150 0.98 5,250 0 0 0 212 0 0 0 1260 173 0.38 D+0.75(L+S)11413 0 0 0 461 0 0 0 1260 173 0.82 D+0.6*W1 5250 0 0 0 212 0 0 0 1747 240 0.36 D+0.6*W2 5250 0 0 0 212 0 0 0 1747 240 0.36 D+0.75(L+W1+S)11413 0 0 0 461 0 0 0 1747 240 0.79 D+0.75(L+W2+S)11413 0 0 0 461 0 0 0 1747 240 0.79 D+0.75(L+S+E)11413 0 0 0 461 0 0 0 1747 240 0.79 3150 0 0 0 127 0 0 0 1747 240 0.22 3150 0 0 0 127 0 0 0 1747 240 0.22 3150 0 0 0 127 0 0 0 1747 240 0.22 0.6D-.7E 584 2033 0.6D-.6*W1 584 2033 0.6D-.6*W2 584 2033 584 2033 584 2033 584 2033 565 1461 584 2033 584 2033 D+L 554 1271 D+S 565 1461 NDS 3.71 NDS 3.71 NDS 3.71 NDS 3.71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Analysis Results - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Inter- actionLoad Case F'c/Ft F'b y-y lb lb NDS 3.3 NDS 3.3 NDS 3.3 NDS 3.3 lb lb ft-lb ft-lb ft-lb ft-lb Y Member Service Loads Dead Live Snow Wind1 Wind2 E/1.4 True dimensions 4.50"5.50"Ke x-x = -> le 1/d = Ke y-y = -> le 2/d = 470,000 E'min =470,000 Member is nominal Y 1,300 F*c =1,430 1,300,000 E' =1,300,000 525 Ft =683 150 Fv =150 Timber Properties Adjusted Properties 850 F*b x-x =1,105 850 F*b y-y =1,271 Dry service Temperature up to 100 deg F ADAMS RESIDENCE 18040 POST - 2 Simple Span Timber Species:Hem-Fir Grade is No. 2 Sawn Lumber 2" to 4" wide printed 3/2/202010:54 AM Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9004 @ 4"11694 (5.50")Passed (77%)--1.0 D + 1.0 L (All Spans) Shear (lbs)6922 @ 1' 9 1/2"16240 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)31953 @ 7' 9"52432 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.293 @ 7' 9"0.371 Passed (L/607)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.397 @ 7' 9"0.742 Passed (L/448)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 15' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 6" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - HF 5.50"5.50"4.23"2348 6655 9003 Blocking 2 - Stud wall - HF 5.50"5.50"4.23"2348 6655 9003 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15' 6"N/A 26.3 -- 1 - Uniform (PLF)0 to 15' 6" (Top)N/A 276.8 858.8 Linked from: FJ-1 Garage (16"@16") w/ Int. Supp, Support 2 Member Notes BM-1 (SHORT) Drop Beam @ Garage Int. Supp. for FJ-1 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, BM-1 UPPER FLOOR DROP BEAM (SHORT) 1 piece(s) 5 1/4" x 16" 2.0E Parallam® PSL ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 6 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)961 @ 9' 3 1/4"2565 (5.25")Passed (37%)1.00 1.0 D + 1.0 L (Adj Spans) Shear (lbs)489 @ 23' 6"2190 Passed (22%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1113 @ 9' 3 1/4"5140 Passed (22%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.046 @ 16' 4 1/8"0.361 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.059 @ 16' 4 11/16"0.723 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) TJ-Pro™ Rating 62 Any Passed ---- System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 4" o/c based on loads applied, unless detailed otherwise. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of decking_2332Panels that is gluedAndNailedDown. •Additional considerations for the TJ-Pro™ Rating include: 5/8" Gypsum ceiling, bridging or blocking at max. 8' o.c.. • 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - HF 5.50"4.00"1.75"53 234/-63 287/-63 1 1/2" Rim Board 2 - Beam - PSL 5.50"5.50"3.50"234 727 961 Blocking 3 - Beam - PSL 5.50"5.50"3.50"217 704 921 Blocking 4 - Stud wall - HF 5.50"4.00"1.75"7 168/-140 175/- 140 1 1/2" Rim Board Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 29' 6"16"13.0 40.0 Default Load Member Notes FJ-1 Actual_Joists to Flush Beams 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, FJ-1 @ BM-2 & BM-9 1 piece(s) 16" TJI® 210 @ 16" OC ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 7 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3748 @ 2"4961 (3.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2597 @ 1' 7 1/2"11573 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9301 @ 5' 3 1/2"28178 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.089 @ 5' 3 1/2"0.256 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.120 @ 5' 3 1/2"0.512 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 10' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 9" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - HF 3.50"3.50"2.64"954 2794 3748 Blocking 2 - Stud wall - HF 5.50"5.50"2.73"984 2882 3866 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10' 9"N/A 17.5 -- 1 - Uniform (PLF)0 to 10' 9" (Front)N/A 162.8 528.0 Linked from: FJ-1 @ BM-2 & BM-9, Support 3 Member Notes BM-2 Flush Beam @ LAUNDRY Int. Supp. for FJ-1 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, BM-2 UPPER FLOOR FLUSH BEAM 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 8 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3907 @ 2"4961 (3.50")Passed (79%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2707 @ 1' 7 1/2"11573 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9695 @ 5' 3 1/2"28178 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.092 @ 5' 3 1/2"0.256 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.125 @ 5' 3 1/2"0.512 Passed (L/986)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 10' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 9" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - HF 3.50"3.50"2.76"1021 2885 3906 Blocking 2 - Stud wall - HF 5.50"5.50"2.84"1053 2976 4029 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10' 9"N/A 17.5 -- 1 - Uniform (PLF)0 to 10' 9" (Front)N/A 175.5 545.3 Linked from: FJ-1 @ BM-2 & BM-9, Support 2 Member Notes BM-9 Flush Beam @ ENTRANCE Int. Supp. for FJ-1 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, BM-9 UPPER FLOOR FLUSH BEAM 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 9 / 22 Timber Beam-Column Design NDS 2012 Edition Pacific Engineering - Technologies - Member Identification Service conditions: Cm Ct CF Cfu Ci Cr Fb x-x psi 1.00 1.0 1.50 -1.00 1.00 psi Fb y-y psi 1.00 1.0 1.50 1.10 1.00 1.00 psi Ft psi 1.00 1.0 1.50 - 1.00 -psi Fv psi 1.00 1.0 - - 1.00 -psi Fc psi 1.00 1.0 1.15 - 1.00 -psi E psi 1.00 1.0 - -1.00 - psi Emin psi 1.00 1.0 - -1.00 - psi three 2 by 4 adjust size in in 4.50 in 3.50 in Area = 15.75 in2 S x-x = 9.19 in3 Height 9.33 ft S y-y = 11.81 in3 x - - - - - -x lu x-x 9.33 ft 1.00 31.99 lu y-y 9.33 ft 1.00 24.88 Le*d =2.06 x lu y-y *d =807 for major axis bending Le/d =31.99 for compression Axial 1,021 lb 2,885 lb lb lb Mx-x ft-lb ft-lb ft-lb ft-lb My-y ft-lb ft-lb ft-lb ft-lb V lb lb lb lb LDF 0.90 1.00 1.15 1.60 1.60 1.60 RB 6.31 6.31 6.31 6.31 6.31 6.31 F*b 1,148 1,275 1,466 2,040 2,040 2,040 FbE1 9,999 9,999 9,999 9,999 9,999 9,999 CL 0.99 0.99 0.99 0.99 0.99 0.99 F*c 1,346 1,495 1,719 2,392 2,392 2,392 FcE1 378 378 378 378 378 378 FcE2 624 624 624 624 624 624 Cp 0.26 0.24 0.21 0.15 0.15 0.15 Axial Mx-x My-y V fc fb x-x fb y-y fv F'b x-x F'v 3,906 0 0 0 248 0 0 0 1266 150 0.70 1,021 0 0 0 65 0 0 0 1454 173 0.18 D+0.75(L+S)3184.8 0 0 0 202 0 0 0 1454 173 0.56 D+0.6*W1 1021 0 0 0 65 0 0 0 2015 240 0.18 D+0.6*W2 1021 0 0 0 65 0 0 0 2015 240 0.18 D+0.75(L+W1+S)3184.8 0 0 0 202 0 0 0 2015 240 0.55 D+0.75(L+W2+S)3184.8 0 0 0 202 0 0 0 2015 240 0.55 D+0.75(L+S+E)3184.8 0 0 0 202 0 0 0 2015 240 0.55 613 0 0 0 39 0 0 0 2015 240 0.11 613 0 0 0 39 0 0 0 2015 240 0.11 613 0 0 0 39 0 0 0 2015 240 0.11 ADAMS RESIDENCE 18040 POST - 3 Simple Span Timber Species:Hem-Fir Grade is No. 2 Sawn Lumber 2" to 4" wide Timber Properties Adjusted Properties 850 F*b x-x =1,275 850 F*b y-y =1,403 Dry service Temperature up to 100 deg F 1,300 F*c =1,495 1,300,000 E' =1,300,000 525 Ft =788 150 Fv =150 True dimensions 4.50"3.50"Ke x-x = -> le 1/d = Ke y-y = -> le 2/d = 470,000 E'min =470,000 Member is nominal Y ft-lb ft-lb Y Member Service Loads Dead Live Snow Wind1 Wind2 E/1.4 lb lb NDS 3.3 NDS 3.3 NDS 3.3 NDS 3.3 lb lb ft-lb ft-lb D+L 355 1403 D+S 359 1613 NDS 3.71 NDS 3.71 NDS 3.71 NDS 3.71 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Analysis Results - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Inter- actionLoad Case F'c/Ft F'b y-y 364 2244 364 2244 364 2244 359 1613 364 2244 364 2244 0.6D-.7E 364 2244 0.6D-.6*W1 364 2244 0.6D-.6*W2 364 2244 printed 3/3/202012:59 PM Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)435 @ 2"4961 (3.50")Passed (9%)--1.0 D + 1.0 S (All Spans) Shear (lbs)293 @ 9"2214 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)429 @ 2' 3 1/2"1869 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 2' 3 1/2"0.106 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.022 @ 2' 3 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 7" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - HF 3.50"3.50"1.50"161 274 435 None 2 - Column - HF 3.50"3.50"1.50"161 274 435 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 7"N/A 4.9 -- 1 - Uniform (PLF)0 to 4' 7" (Top)N/A 65.5 119.5 Linked from: RR-1 @ Entry Gable Rafters, Support 1 Member Notes BM-3 @ ENTRY Gable Roof 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, BM-3 LOW ROOF 1 piece(s) 4 x 6 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 10 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)193 @ 2"4961 (3.50")Passed (4%)--1.0 D + 1.0 S (All Spans) Shear (lbs)190 @ 9"2214 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)666 @ 3' 9 1/2"1869 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.050 @ 3' 9 1/2"0.181 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.081 @ 3' 9 1/2"0.363 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 7" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Beam - HF 3.50"3.50"1.50"78 116 194 Blocking 2 - Beam - HF 3.50"3.50"1.50"78 116 194 Blocking Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 7"N/A 4.9 -- 1 - Point (lb)3' 9 1/2" (Top)N/A 119 231 Linked from: BM-12 Ridge @ Entry Gable, Support 1 Member Notes BM-4 @ Entry Gable Supp. BM-12 Ridge w/ Post connection 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, BM-4 LOW ROOF 1 piece(s) 4 x 6 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 11 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2957 @ 0 4922 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2613 @ 1' 3/4"11419 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13492 @ 9' 1 1/2"26955 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.135 @ 9' 1 1/2"0.456 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.676 @ 9' 1 1/2"0.913 Passed (L/324)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 18' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 3" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"2364 593 2957 None 2 - Trimmer - SPF 1.50"1.50"1.50"2364 593 2957 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 18' 3"N/A 18.5 -- 1 - Uniform (PSF)0 to 18' 3"1'13.6 25.0 Default Load 2 - Uniform (PSF)0 to 18' 3"1'13.0 40.0 3 - Uniform (PSF)0 to 18' 3"20'10.7 - Member Notes HEADER @ GARAGE DOOR 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED UPPER FLOOR FRAMING, HDR-1 GARAGE DOOR 1 piece(s) 5 1/4" x 11 1/4" 2.0E Parallam® PSL ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 12 / 22 Bedroom Ceiling Beam. 1.x UPPER FLOOR FRAMING Member Name Results Current Solution Comments FJ-1 MAIN FLOOR JOIST Passed 1 piece(s) 16" TJI® 210 @ 16" OC FJ-1 SHORT Passed 1 piece(s) 16" TJI® 210 @ 16" OC BM-1 UPPER FLOOR DROP BEAM (LONG) Passed 1 piece(s) 7" x 18" 2.0E Parallam® PSL BM-1 UPPER FLOOR DROP BEAM (SHORT) Passed 1 piece(s) 5 1/4" x 16" 2.0E Parallam® PSL FJ-1 @ BM-2 & BM-9 Passed 1 piece(s) 16" TJI® 210 @ 16" OC BM-2 UPPER FLOOR FLUSH BEAM Passed 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL BM-9 UPPER FLOOR FLUSH BEAM Passed 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL BM-3 LOW ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 BM-4 LOW ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 HDR-1 GARAGE DOOR Passed 1 piece(s) 5 1/4" x 11 1/4" 2.0E Parallam® PSL LOW ROOF FRAMING Member Name Results Current Solution Comments RR-1 @ LOW GALBE ROOF Passed 1 piece(s) 2 x 4 Hem-Fir No. 2 @ 24" OC BM-5 RIDGE BEAM LOW GABLE ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 HDR-2, 6FT TYP Passed 1 piece(s) 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL HDR-3, 4FT TYP Passed 2 piece(s) 2 x 8 Hem-Fir No. 2 MAIN FLOOR FRAMING Member Name Results Current Solution Comments FJ-2 MAIN FLOOR JOIST Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC BM-6 MAIN FLOOR BEAM Passed 2 piece(s) 2 x 6 Hem-Fir No. 1 BM-7 MAIN FLOOR BEAM Passed 2 piece(s) 2 x 8 Hem-Fir No. 2 LB-1 MAIN FLOOR LEDGER Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 BM-8 MAIN FLOOR BEAM Passed 1 piece(s) 4 x 8 Hem-Fir No. 2 ADAM's Residence JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3 File Name: ADAM's Residence Page 1 / 22 2.0 Low Roof Framing 2.0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)370 @ 2' 1 3/4"2241 (3.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)171 @ 2' 6 13/16"604 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-178 @ 2' 1 3/4"374 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.087 @ 0 0.200 Passed (2L/626)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.110 @ 0 0.226 Passed (2L/492)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/0.2") and TL (2L/240). •Birdsmouth cut has not been analyzed. •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Birdsmouth - HF 3.50"3.50"1.50"131 239 370 Blocking 2 - Hanger on 3 1/2" HF beam 1.50"Hanger¹1.50"45 96 141 See note ¹ Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A Dead Snow Vertical Load Location (Side)Spacing (0.90)(1.15)Comments 1 - Uniform (PSF)0 to 6' 5"24"13.0 25.0 Member Notes RR-1 Rafters at Entry Gable Roof Span Conservative 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 6' 8 3/4" MEMBER REPORT PASSED LOW ROOF FRAMING, RR-1 @ LOW GALBE ROOF 1 piece(s) 2 x 4 Hem-Fir No. 2 @ 24" OC ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 13 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)363 @ 2' 1 3/4"4961 (3.50")Passed (7%)--1.0 D + 1.0 S (All Spans) Shear (lbs)156 @ 2' 9"2214 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-174 @ 2' 1 3/4"1869 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 0 0.200 Passed (2L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.010 @ 0 0.215 Passed (2L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/0.2") and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 7" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - HF 3.50"3.50"1.50"132 231 363 Blocking 2 - Stud wall - HF 3.50"3.50"1.50"48 98 146 Blocking Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 7"N/A 4.9 -- 1 - Uniform (PLF)0 to 6' 7" (Top)N/A 22.5 48.0 Linked from: RR-1 @ Entry Gable Rafters, Support 2 Member Notes BM-5 Ridge Beam @ Entry Gable Roof 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED LOW ROOF FRAMING, BM-5 RIDGE BEAM LOW GABLE ROOF 1 piece(s) 4 x 6 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 14 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1802 @ 0 3728 (1.50")Passed (48%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1382 @ 8 3/4"8987 Passed (15%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)2816 @ 3' 1 1/2"5687 Passed (50%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.100 @ 3' 1 1/2"0.156 Passed (L/749)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.157 @ 3' 1 1/2"0.313 Passed (L/479)--1.0 D + 1.0 Lr (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 3" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Total Accessories 1 - Trimmer - HF 1.50"1.50"1.50"650 1152 1802 None 2 - Trimmer - HF 1.50"1.50"1.50"650 1152 1802 None Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 7.4 -- 1 - Uniform (PSF)0 to 6' 3"14' 9"13.6 25.0 Default Load Member Notes TYPICAL 6FT SPAN HDR 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED LOW ROOF FRAMING, HDR-2, 6FT TYP 1 piece(s) 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 15 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1222 @ 0 1823 (1.50")Passed (67%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)802 @ 8 3/4"2719 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)1298 @ 2' 1 1/2"2792 Passed (46%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.022 @ 2' 1 1/2"0.106 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.034 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Total Accessories 1 - Trimmer - HF 1.50"1.50"1.50"438 784 1222 None 2 - Trimmer - HF 1.50"1.50"1.50"438 784 1222 None Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 5.5 -- 1 - Uniform (PSF)0 to 4' 3"14' 9"13.6 25.0 Default Load Member Notes TYPICAL 4FT SPAN HDR 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED LOW ROOF FRAMING, HDR-3, 4FT TYP 2 piece(s) 2 x 8 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 16 / 22 UPPER FLOOR FRAMING Member Name Results Current Solution Comments FJ-1 MAIN FLOOR JOIST Passed 1 piece(s) 16" TJI® 210 @ 16" OC FJ-1 SHORT Passed 1 piece(s) 16" TJI® 210 @ 16" OC BM-1 UPPER FLOOR DROP BEAM (LONG) Passed 1 piece(s) 7" x 18" 2.0E Parallam® PSL BM-1 UPPER FLOOR DROP BEAM (SHORT) Passed 1 piece(s) 5 1/4" x 16" 2.0E Parallam® PSL FJ-1 @ BM-2 & BM-9 Passed 1 piece(s) 16" TJI® 210 @ 16" OC BM-2 UPPER FLOOR FLUSH BEAM Passed 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL BM-9 UPPER FLOOR FLUSH BEAM Passed 1 piece(s) 3 1/2" x 16" 1.55E TimberStrand® LSL BM-3 LOW ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 BM-4 LOW ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 HDR-1 GARAGE DOOR Passed 1 piece(s) 5 1/4" x 11 1/4" 2.0E Parallam® PSL LOW ROOF FRAMING Member Name Results Current Solution Comments RR-1 @ LOW GALBE ROOF Passed 1 piece(s) 2 x 4 Hem-Fir No. 2 @ 24" OC BM-5 RIDGE BEAM LOW GABLE ROOF Passed 1 piece(s) 4 x 6 Hem-Fir No. 2 HDR-2, 6FT TYP Passed 1 piece(s) 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL HDR-3, 4FT TYP Passed 2 piece(s) 2 x 8 Hem-Fir No. 2 MAIN FLOOR FRAMING Member Name Results Current Solution Comments FJ-2 MAIN FLOOR JOIST Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC BM-6 MAIN FLOOR BEAM Passed 2 piece(s) 2 x 6 Hem-Fir No. 1 BM-7 MAIN FLOOR BEAM Passed 2 piece(s) 2 x 8 Hem-Fir No. 2 LB-1 MAIN FLOOR LEDGER Passed 1 piece(s) 2 x 6 Hem-Fir No. 2 BM-8 MAIN FLOOR BEAM Passed 1 piece(s) 4 x 8 Hem-Fir No. 2 ADAM's Residence JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3 File Name: ADAM's Residence Page 1 / 22 3.0 Main Floor Framing 3.0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)303 @ 2 1/2"2126 (3.50")Passed (14%)--1.0 D + 1.0 L (All Spans) Shear (lbs)250 @ 9"825 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)589 @ 4' 3 1/2"801 Passed (74%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.197 @ 4' 3 1/2"0.204 Passed (L/496)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.262 @ 4' 3 1/2"0.408 Passed (L/375)--1.0 D + 1.0 L (All Spans) TJ-Pro™ Rating N/A N/A N/A --N/A System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 7" o/c based on loads applied, unless detailed otherwise. •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. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Ledger on masonry - HF 3.50"3.50"1.50"74 229 303 Blocking 2 - Ledger on masonry - HF 3.50"3.50"1.50"74 229 303 Blocking Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 8' 7"16"13.0 40.0 Default Load Member Notes FJ-2 Floor @ Entry Main Floor 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED MAIN FLOOR FRAMING, FJ-2 MAIN FLOOR JOIST 1 piece(s) 2 x 6 Hem-Fir No. 2 @ 16" OC ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 17 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)684 @ 3 1/2"1823 (1.50")Passed (38%)--1.0 D + 1.0 L (All Spans) Shear (lbs)548 @ 9"1650 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)791 @ 2' 7 1/4"1598 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.036 @ 2' 7 1/4"0.116 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.049 @ 2' 7 1/4"0.231 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 10" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 10" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 5 1/2" HF beam 3.50"Hanger¹1.50"196 573 769 See note ¹ 2 - Column Cap - steel 3.50"3.50"1.50"188 545 733 Blocking Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS26-2 2.00"N/A 4-10d 4-10d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)3 1/2" to 5' 1"N/A 4.2 -- 1 - Uniform (PSF)0 to 5' 1" (Front)5' 6"13.0 40.0 Beam between Floor Joist and Stairs at Main Floor Entry Floor Joist Trib = 7ft/2 Stair Miscellaneous Trib ~ 2 ft Member Notes BM-6 @ Entry Main Floor Supports FJ-2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED MAIN FLOOR FRAMING, BM-6 MAIN FLOOR BEAM 2 piece(s) 2 x 6 Hem-Fir No. 1 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 18 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)998 @ 8' 5"2734 (2.25")Passed (37%)--1.0 D + 1.0 L (All Spans) Shear (lbs)910 @ 7' 8 1/4"2175 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2069 @ 6'2234 Passed (93%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.139 @ 4' 6 1/8"0.206 Passed (L/713)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.190 @ 4' 6 1/16"0.412 Passed (L/521)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 1" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 5" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Ledger on masonry - HF 3.50"2.25"1.50"191 507 698 1 1/4" Rim Board 2 - Ledger on masonry - HF 3.50"2.25"1.50"270 739 1009 1 1/4" Rim Board Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/4" to 8' 5 3/4"N/A 5.5 -- 1 - Uniform (PSF)0 to 8' 7" (Top)2'13.0 40.0 Floor Joist Trib = 2 ft o.c. Max trib for BM-9 = 2 ft o.c. 2 - Point (lb)6' (Front)N/A 192 559 Linked from: BM-8 Entry Floor Beams, Support 1 Member Notes BM-7 @ Entry Main Floor 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED MAIN FLOOR FRAMING, BM-7 MAIN FLOOR BEAM 2 piece(s) 2 x 8 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 20 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)196 @ 2"1367 (2.25")Passed (14%)--1.0 D + 1.0 L (All Spans) Shear (lbs)48 @ 9"825 Passed (6%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)72 @ 11 1/2"696 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.001 @ 11 1/2"0.040 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.001 @ 11 1/2"0.079 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 1' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 1' 9" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"2.25"1.50"55 165 220 1 1/4" Rim Board 2 - Stud wall - SPF 3.50"2.25"1.50"55 165 220 1 1/4" Rim Board Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/4" to 1' 9 3/4"N/A 2.1 -- 1 - Uniform (PLF)0 to 1' 11" (Front)N/A 55.5 171.8 Linked from: FJ-2 MAIN FLOOR JOIST, Support 2 Member Notes LB-1 Ledger Beam @ Entry Main Floor 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED MAIN FLOOR FRAMING, LB-1 MAIN FLOOR LEDGER 1 piece(s) 2 x 6 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 21 / 22 555 lb / 172 lb/ft = 3.22 ft Install (3) SDWS at each stud. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2210 @ 5' 8 1/4"4961 (3.50")Passed (45%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1164 @ 6' 5 1/4"2538 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1245 @ 5' 8 1/4"2823 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.029 @ 8' 5 5/8"0.138 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.038 @ 8' 5 15/16"0.276 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 5" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 5" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - HF 3.50"3.50"1.50"121 443/-106 564/- 106 None 2 - Column - HF 3.50"3.50"1.56"591 1619 2210 None 3 - Column - HF 3.50"3.50"1.50"181 556/-59 737/-59 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 11' 4 1/2"N/A 6.4 -- 1 - Uniform (PLF)0 to 11' 4" (Top)N/A 55.5 171.8 Linked from: FJ-2 MAIN FLOOR JOIST, Support 1 2 - Point (lb)7' 6" (Back)N/A 191 507 Linked from: BM-7 MAIN FLOOR BEAM, Support 1 Member Notes BM-8 @ Entry Main Floor (Style: Post & Beam) 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 MAA Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED MAIN FLOOR FRAMING, BM-8 MAIN FLOOR BEAM 1 piece(s) 4 x 8 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 3/2/2020 9:29:34 PM UTCMichael Antimie Pacific Engineering Technologies (714) 277-6004 antimie_m@yahoo.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: ADAM's Residence Page 22 / 22 GRAVITY cont'd.. ADAMS RESIDENCE 4.0 Loads to Soil PRODUCT DATA SHEETS: 12.5 CLIPS 12.6 HOLDOWNS 12.7 SDS SCREWS