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A/ 7 2e26 (..9C)« q Non 11'/V e`M Stuc uraD RECEIVED 13949 SE 14IST AVE C mbssrdcw aFOO![,, LLC APR 15 2020 Clackamas,OR 97015 STRUCTURAL ENGINEERING CITY OF+iPG�HD Tel. 503-7027109 BU��®I?Yl�DMSION Email:GIennKoesterrdgmail.com BEAM ANALYSIS FOR REMODELED AREA ONLY April 14, 2020 OFFICE COPY RUGGIERO 12075 SW LINCOLN AVE PORTLAND, OR 97219 100 mph 3-Second Gust, Exposure B Seismic Category D 2019 IBC • r PROF ‘01GINEk.,t) . . . APE sA fif e�'jV OiE '* (t' t�. Y12Z4N �� N� O. KO*;-' • RENEWAL DATE: Digitally signed by Glenn Koester 6r3a21 • DN:C=US, E=glennkoester@gmail.com, Glenn Koester 0=NSEG,CN=Glenn Koester Date:2020.04.14 07:38:53-07'00' EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS AND LIABILITIES OF NSEG,LLC AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST NSEG,LL( ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION, WORKMANSHIP OR MATERIALS. II.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES NSEG,LLC SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRAC (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE.PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION Z � 1_ co1N WIX L o Q cC.) O 0 E I II O u a O NI o \ © I� O " `° CD w X w I N z O Q �w O Cr) 0 � 0 P>w Q J O w w Z Z L Q M 2 a O \ N rn U7O : O N CD z Z - 7 Q • BEAR ON EXISTING TOP PLATE 3 1 3 4 X 7 1/4 2.OE LVL MIN FLR SHEATHING ii" GLUE Z AND CONNECT W/ 10d RING ' SHANK NAILS @6"0C AT PANEL , ,:, EDGES AND 12" OC IN FIELD ® =Z / S4 6 / CONT. 4X4 ABOVE WINDOW W/ (2) p BETWEEN WINDOWS. N� i 4X10 BELOW WINDOWS 2XN© 16" OC IN" vie / SISTER TO EXISTI 'y 11 W FLOOR JOIS 2X6 W/ (2) RI, S OF Ei 12d NAILS li g I 11xlvVALL SUPPORT B (3) 1 3/4 < 7 1/4 2.0E LVL MODIFIED AREA Mr TYP FLOOR PLAN NW STRUCTURAL ENGINEERING GROUP, LLC Project: C?4:1lC20 503.702.7109 Client: GLENNKOESTER@GMAIL.COM Date: 1-1//i/Zo CONSULTING ENGINEER Name: " PORTLAND, OREGON t\-% K F -Ss sf iU F..-, Fw.r Ss 1,1 r /JAI, 4 ./7. F->cIJr USr A.x8oT ,� � 01 x`'1 Prat 1.ar'r�u `t f i IS 1Y Iv" yki ON p acre, w r o.-a 13 r-- rxbr qtbit 11 kio sv Pee rt.4 OI^ IJNP�� t 17 W t� fcaSFr S b) tYY SyLI4-- GENERAL CONDITIONS 1.ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE OREGON RESIDENTIAL SPECIALTY CODE AND ANY APPLICABLE SATE, COUNTY OR LOCAL REGULATIONS 2.THE CONTRACTOR IS RESPONSIBLE FOR CHECKING THE PLANS AND SITE CONDITIONS AND TO NOTIFY THE ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION 3.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS 4. DO NOT SCALE DRAWINGS SITE WORK • 1. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE WHERE APPLICABLE,STOCKPILING ON SITE FOR FINAL GRADING WHERE POSSIBLE 2. FOOTINGS AND THICKENED SLAB EDGES ARE TO BEAR ON UNDISTURBED LEVEL SOIL,STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE 3.ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" (MIN)GRAVEL COMPACTED TO 95% 4. CONCRETE SLABS TO BE 4", 3000 PSI AT 28DAYS WITH CONTROL JOINTS AT 10'0.0 MAX EACH WAY. 5. FINISH GRADES ARE TO REMAIN AT LEAST 6" BELOW FINISH SIDING FOUNDATIONS 1.ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28DAYS WITH A MAXIMUM SLUMP OF 4" 2.ALL REINFORCING STEEL TO BE ASTM A-615 GRADE 60.WELDED WIRE MESH TO BE A-185 3.LAP ALL CONTINUOUS BARS 30XDIA(MIN) PLACE ALL REINFORCING PER ACI CODES AND STANDARDS 4.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 5. MUD SILLS TO BE 2X6 PRESSURE TREATED WOOD WITH 5/8" DIA X 10"ANCHOR BOLTS SPACED AT 48"'0 O.0 OR PER SHEAR WALL SCHEDULE AND WITHIN 12"OF CORNERS. MINIMUM 7" EMBED WITH 3"X3"X1/4" PLATE WASHERS UNO 6.SOIL BEARING PRESSURE IS BASED UPON 1500 PSF 7.EPDXY SHALL BE SIMPSON AT OR APPROVED EQUAL. CARPENTRY 1.WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS A. POSTS, BEAMS, HEADERS(4X AND LESS)-NO 2 DOUGLAS FIR LARCH POSTS,BEAMS, HEADERS(6X AND LARGER) -NO 1 DOUGLAS FIR LARCH B.JOISTS AND RAFTERS-NO 2 DOUGLAS FIR LARCH C. PLATES, BLOCKING AND BRIDGING -NO 2. DOUGLAS FIR LARCH D.STUDS-STUD GRADE DOUGLAS FIR LARCH E. PLY SHEATHING-CD DOUGLAS FIR PLY 32/16(EXT) F.GLULAM BEAMS-24F-V4 UNO 2. UNLESS OTHERWISE NOTED ON PLANS,ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE 4X10, NO 2 DOUGLAS FIR 3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL BEARING PARTITIONS OR EXTERIOR WALLS 4. DESIGN LOADS: • ROOF-25 PSF(LL) FLOOR-40 PSF(LL) STAIRS-40 PSF(LL) 5. NAILING SCHEDULE AS PER TABLE R602.3(1)TYPICAL PLYWOOD NAILING WITH 8d NAILS AT 6" O.C.AT EDGES AND AT 12"OC ON INTERIOR UNO 6. PROVIDE METAL TRUSS AND RAFTER TIE DOWNS AT EACH-TO BE SIMPSON H1 AT TOP PLATE UNO ON PLAN 7.ALL EXTERIOR FASTENERS, EXPOSED TO ELEMENTS TO BE STAINLESS STEEL OR GALVANIZED, INCLUDING NAILS, STAPLES, CLIPS. ETC. 8.ALL JOISTS AND RAFTERS NOT BEARING ON BEAMS OR SUPPORTS SHALL HAVE HANGERS MATCHING MEMBER CAPACITY. 9.ANY EXISTING MEMBERS HAVING SIGNS OF DAMAGE OR ROT SHALL BE REMOVED AND REPLACED OR BROUGHT TO THE ATTENTION OF THE OWNER/DESIGNER. FQ R T E WEB JOB SUMMARY REPORT RUGGIERO BATHROOM ROOF Member Name Results Current Solution Comments NEW ROOF JOIST Passed 1 piece(s)2 x 6 Douglas Fir-Larch No.2 @ 24"OC window header Passed 1 piece(s)4 x 4 Douglas Fir-Larch No.2 UNDER WINDOW BM Passed 1 piece(s)4 x 10 Douglas Fir-Larch No.2 ERISTING ROOF JOIST Passed 1 plece(s)2 x 4 Douglas Fir-Larch No.1 @ 24"OC WALL SUPPORT Passed 3 piece(s)1 3/4"x 7 1/4"2.0E Mlcrollam®LVL NEW FLOOR JOIST Passed 1 piece(s)2 x 8 Douglas Fir-Larch No.2 @ 16'OC ForteWEB Software Operator Job Notes 4/14/2020 2:24:35 PM UTC Glenn Koester NSEG Forte WEB v2.4 (503)702-7109 glennkcester@gmail.com Weyerhaeuser File Name: RUGGIERO BATHROOM Pane 1 /7 21 t V K I t MUMEMBER REPORT PASSED ROOF, NEW ROOF JOIST 1 piece(s)2 x 6 Douglas Fir-Larch No. 2©24"OC Sloped Length:3'4' 0 0 12 r , 31--- r II 1 rr� 6 6 1U 0 Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:8'5 3/8" Design Results Actual o Location Allowed Reanilt LDF Load:Combination(Pawn,) System:Roof Member Reaction(Ibs) 373 @ 1'1 3/4" 2300(3.50") Passed(16%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 232 @ 1'8 13/16" 1139 Passed(20%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Building Code:IBC 2015 Moment(Ft-Ibs) 440 @ 4'6 15/16" 975 Passed(45%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Live Load Del.(in) 0.071 @ 4'6 5/16" 0.347 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) Member Pitch:3/12 Total Load Def.(in) 0.113 @ 4'6 7/16" 0.462 Passed(L/733) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). • Overhang deflection criteria:LL(21/240)and TL(21480). •Top Edge Bracing(Lu):Top compression edge must be braced at 8'4"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 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total AcoaSsories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 142 230 372 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 107 176 283 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Load Location(Side) sparing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 8'1" 24" 15.0 25.0 Snow 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 Glenn Koester 4/14/2020 2:24:35 PM UTC NSEG ForteWEB v2.4,Engine:V8.0.1.5, Data:V7.3.2.0 (503)702-7109 glermkoester%gmail.cem Weyerhaeuser File Name: RUGGIERO BATHROOM Pane 2 /7 giI F O K T t WEB MEMBER REPORT PASSED ROOF,window header 1 piece(s)4 x 4 Douglas Fir-Larch No.2 Overall Length:5 4' 0 0 1 1 1 6.. d 4 1.6" 01'6' 4, o a o 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) System:Wall Member Reaction(Ibs) 381 @ 1'9 1/4" 7656(3.50") Passed(5%) -- 1.0 D+1.0 S(Adj Spans) Member type:Header Building Use:Residential Shear(Ibs) 120 @ 1'4" 1691 Passed(7%) 1.15 1.0 D+1.0 S(Adj Spans) Building code:IBC 2015 Moment(Ft-Ibs) -63 @ 1'9 1/4" 924 Passed(7%) 1.15 1.0 D+1.0 S(Adj Spans) Design Methodology:Aso Live Load Dell.(in) 0.001 @ 9 9/16" 0.044 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Total Load Defl.(in) 0.001 @ 9 3/8" 0.089 Passed(L/999+) -- 1.0 D+1.0 S(Aft Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Top Fdge Bracing(Lu):Top compression edge must be braced at 5'4"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'4"o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. •This product has a square suss section.The analyse engine has checked both edge and plank orientations to allow for either installation. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 52 86 138 None 2-Trimmer-SPF 3.50" 3.50" 1.50" 145 235 380 None 3-Trimmer-SPF 3.50" 3.50" 1.50" 145 235 380 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 52 86 138 None Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comte 0-Self Weight(PLF) 0 to 5'4" N/A 3.1 -- 1-Uniform(PLF) 0 to 5'4" N/A 71.0 115.0 tanked from:Roof: Joist,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/woodpraducts/documem-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator FarteWEB Software Operator lob Notes 4/14/2020 2:24:35 PM UTC Glenn Koester NSEG ForteWE6 v2.4, Engine:V8.0.1.5, Data:V7.3.2.0 (503)702-7109 glennkoester@gmail.com Weyerhaeuser File Name: RUGGIERO BATHROOM Paop3 /7 it f V , t WEB MEMBER REPORT PASSED ROOF,UNDER WINDOW BM 1 piece(s)4 x 10 Douglas Fir-Larch No.2 Overall Length: 11' 1' 0 0 ( ilf 10' 10" 0 p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1829 @ 0 3281(1.50") Passed(56%) -- 1.0 D+1.0 S(All Spans) Member Type:Header nti Shear(Ibs) 1535 @ 10'2 1/4" 4468 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Use: IBC25l Building Code::IBC 201015 Moment(Ft-Ibs) 5065 @ 5'6 7/16" 5166 Passed(98%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Deft.(in) 0.184 @ 5'6 9/16" 0.277 Passed(L/724) -- 1.0 D+1.0 S(All Spans) Total Load Dell.(in) 0.303 @ 5'6 9/16" 0.554 Passed(L/439) -- 1.0 D+1.0 5(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'7"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'1"o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length l cads to Supports(Ibs) Supports Total Available Requited snow Total Acassottes 1-Trimmer-SPF 1.50" 1.50" 1.50" 721 1108 1829 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 691 1059 1750 None Dead Snow Vertical Loads Location(side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 11'1" N/A 8.2 -- Linked from:NEW 1-Uniform(PLF) 0 to 10 10" N/A 71.0 115.0 ROOF JOIST, Support I Linked from: 2-Uniform(PLF) 0 to 10'10" N/A 51.0 85.0 EXISTING ROOF JOIST,Support 2 Weyerhaeuser Notes Wyerhaeuser 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 re3ponsible 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 4/14/2020 2:24:35 PM UTC Glenn Koester NSEG ForteWEB v2.4, Engine: V8.0.1.5, Data:V7.3.2.0 (503)702-7109 •glennkoester@gmailcom Weyerhaeuser File Name: RUGGIERO BATHROOM Pane 4/7 2FUKTE WEB MEMBER REPORT PASSED ROOF, EXISTING ROOF JOIST • 1 piece(s)2 x 4 Douglas Fir-Larch No.1 @ 24"OC Sloped Length:9'6 7/8' 0 0 12 " r 41---- r : II I 2' 6'6' 11 ❑2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:9'8 1/16" Design Results Actual®Location Allowed Result LOF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 478 @ 2'1 3/4" 2352(3.50") Passed(20%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 268 @ 2'6 13/16" 725 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Building Code:IBC 2015 Moment(Ft-Ibs) 399 @ 5'9" 506 Passed(79%) 1.15 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.247 @ 5'6 13/16" 0.355 Passed(L/344) -- 1.0 D+ 1.0 S(Alt Spans) Member Pitch:4/12 Total Load Defl.(in) 0.382 @ 5'7 1/8" 0.473 Passed(L/223) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). • Overhang deflection criteria:LL(2U240)and TL(2L/180).Upward deflection on left cantilever exceeds overhang deflection criteria. •Top Edge Bracing(Lu):Top compression edge must be braced at 9'7"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'7"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. Bearing length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 185 293 478 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 102 170 272 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the Lull load is applied to the member being designed. Dead Snow Vertical Load Location(Side) spadng (0.90) (1.15) comments 1-Uniform(PSF) 0 to 9'1" 24" 15.0 25.0 Snow 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 Rkrks)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 4/14/2020 2:24:35 PM UTC Glenn Koester NSEG ForteWEB v2.4,Engine:V8.0.1.5, Data:V7.3.2.0 (503)702-7109 glennkoester@gmail.com Weyerhaeuser File Name: RUGGIERO BATHROOM Pane S /7 Zii I-U 11 I t 1 Tla MEMBER REPORT PASSED ROOF,WALL SUPPORT • 3 piece(s) 1 3/4"x 7 1/4"2.0E Microllam®LVL C :mat Length:13'7" 1 13' El 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual m Location Allowed Result IDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1322 @ 2" 7383(2.25") Passed(18%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 1266 @ 10 3/4" 8317 Passed(15%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Building Code:IBC 2015 Moment(Ft-lbs) 6918 @ 6'6" 12273 Passed(560/n) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Deft(in) 0.288 @ 6'8 11/16" 0.331 Passed(L/552) -- 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.560 @ 6'6" 0.663 Passed(L/284) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 13'5"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'5"o/c based on loads applied,unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Mailable Required Dead Snow Total Accesamies 1-Stud wall-DF 3.50" 2.25" 1.50' 750 578 1328 1 1/4"Rim Board 2-Stud wall-DF 3.50" 2.25" 1.50" 510 530 1040 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Commence 0-Self Weight(PLF) 1 1/4"to 13'5 3/4" N/A 11.1 -- 1-Uniform(PSF) 0 to 6'6"(Front) 1' 60.0 - Wall Linked from: 2-Point(lb) 6'6"(Front) N/A 721 1108 UNDER WINDOW BM,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.wererhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator lob Notes 4/14/2020 2:24:35 PM UTC Glenn Koester NSEG ForteWEB v2.4, Engine:VB.0.1.5,Data:V7.3.2.0 (503)702-7109 glennkoester@gmail.com Weyerhaeuser File Name: RUGGIERO BATHROOM Pane 6/7 11IFUK I WEB MEMBER REPORT PASSED ROOF, NEW FLOOR JOIST 1 piece(s)2 x 8 Douglas Fir-Larch No.2 @ 16"OC oral Length:13'7" • • 0 0 i 11 1 13' 011 lil All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 398 @ 2 1/2" 1434(2.25") Passed(28%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 345 @ 10 3/4" 1305 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2015 Moment(Ft-Ibs) 1147 @ 6'7/8" 1360 Passed(84%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.347 @ 6'7 5/16" 0.439 Passed(L/456) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.465 @ 6'7 7/8" 0.658 Passed(L/340) -- 1.0 D+1.0 L(All Spans) TJ-Pro""Rating N/A N/A N/A -- N/A • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 7'2"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'5"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. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-SPF 3.50" 2.25' 1.50" 91 314 405 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 91 221 312 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above;it,bypassing the member being designed. Dead Floor Live Vertical Loads Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 6'6" 16" 10.0 40.0 Default Load 2-Uniform(PSF) 6'6"to 13'7" 16" 10.0 20.0 Weyerhaeuser Notes Mtayerhaeuser 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 rr'sponsible 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 Prww.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator FortesiEB Software Operator Job Notes -- 4/14/2020 2:24:35 PM UTC Glenn Koester NSEG ForteWEB v2.4,Engine:V8.0.1.5, Data: V7.3.2.0 (503)702-7109 glennkoester@gmall.com Weyerhaeuser File Name: RUGGIERO BATHROOM PACIP 7/7