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Specifications1 A4c377.2020--6V/SP2 //02f 8W t/370) rr/zi2 c,f;E • I1V©rRh1/1%sa6 S6ru©'l5toad LLC C�nahoo�'llaw aD'0101P9 LLLC Clackamas,OR 97015 STRUCTURAL ENGINEERING Tel. 503-7027109 Email:G1enn.Koester@anwseg.com RECEIVED PORCH ANALYSIS JUN 2 4 2020 CITY OF TIGARD BUILDING DIVISION JUNE 24, 2020 BELFIORE PATIO COVER 11098 SW 113th TERRACE TIGARD, OR 97223 2019 IBC so) PRapes 'St„to �� Nek-, .o i I% ! ii RENEWAL DATE: 6/30/21 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 -----7-71t r . ,Ectsttxt -� �,,Y R..." 1 I f 11 6%8 recLoj _ ------ ntir IWc-Q4o ." '��� puM slres 5I8. 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I�� XIt" p vs/*4 '1* Fcure• 13ts•my^- B 3" r-- ,-, rb'acme, IICAI SO ll3TP' 7errac.- '6ie+)ii11 1-1 .rd OR 972.23 3.k eFt=ti1.---,faO*Ail,1 ;ivrpl..e. 4 1110 _ swilltheti r1 °IAA 1i� i4 cs ar> Il GONG ';IIO NW STRUCTURAL ENGINEERING GROUP, LLC Project: 503.702.7109 Client: GLENNKOESTER@GMAIL.COM Date: CONSULTING ENGINEER Name: PORTLAND, OREGON ?txt to fta>%; it- \` h 3$5 0` s r► 111111114 INC 01.14tActr+{- tril G{.IC e Po fie-14 130‘ NW STRUCTURAL ENGINEERING GROUP, LLC Project: 503.702.7109 Client: GLENNKOESTER@GMAIL.COM Date: CONSULTING ENGINEER Name: PORTLAND, OREGON 54 ►,Mh VQe_.14) ` f - FXT wALA._ �r�iarlr+ t-) a1 ►C � T K evv-i F &W O 41 (.3) x6 LEOlirh-- © (,.6a6a,c ce,, aact� NW STRUCTURAL ENGINEERING GROUP, LLC Project: 503.702.7109 Client: GLENNKOESTER@GMAIL.COM Date: CONSULTING ENGINEER Name: PORTLAND, OREGON 7,-- Snl F.+►cl}FWD l b.1e6''0 y . PrR.w, 'T�,s t-. r3+4�tva. P P`CK e 6 Ac.1_l F Oe TINT I NgoiK h1h►4- shenneiaa. 7-e....._1 1L.,.-, � ' T C4+i<- pm © 1.Jl-LL no P4Sg c_Ir,�a.=c i f 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 S.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 BROJGHT TO THE ATTENTION OF THE OWNER/DESIGNER. Ex,stnZ SY 1 : Acw,r„ly Re••••t—I ll I I 4 ]I . Exn { sP« o ! AMIN g611 i I�R i 1.1 9 F 9Ax re 4x4 1 ■I /44 As( IIL. I 2X6 C thr teak I 16` over at, Rto , • � I a. mon 0ll . 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S'airt3 = ysa r r = /o So /ApO TRx sc/nr/4G- ( 1�)�urL 16 Ar 6-xii P*,t ._ 15° 4 Jhfi lY- . /Sett 2c Vi 1rO i� t �S 'If3X/ 2fs Gyn.- NW STRUCTURAL ENGINEERING GROUP, LLC Project: � t ta'► o F 503.702.7109 Client: GLENNKOESTER@GMAIL.COM Date: CONSULTING ENGINEER Name: PORTLAND, OREGON Z 3 .�� y4 z ( ls/ts) — _ __ -�( ,shs> FCC o ‘41 L I F 0 R T E ' WEB OBiore UMMARY REPORT roof Member Name Results Current Solution Comments R1 Passed 2 piece(s)2 x 8 Douglas Fir-Larch No.2 HIP Passed 2 piece(s)2 x 8 Douglas Fir-Larch No.2 Ra2 Passed 1 piece(s)6 x 12 Douglas Fir-Larch No.2 R3 FRONT BM Passed 1 piece(s)6 x 12 Douglas Fir-Larch No.2 ForteWEB Software Operator ]ob Notes Glenn Koester 6/24/2020 8:04:39 PM UTC NSEG ForteWEB v2.4 (503)702-7109 glennkoester@gmail.com Weyerhaeuser File Name: belfiore Pagel/5 • .il F O R T E C'II3 MEMBER REP(}it S PASSED roof,R1 2 piece(s)2 x 8 Douglas Fir-Larch No.2 0;era.'.,_errcl:h:6' 0 0 r • 1 0 4a 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:Roof Member Reaction(Ibs) 921 @ 2" 4463(3.50") Passed(21%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 671 @ 10 3/4" 3002 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 1367 @ 3'3 1/2" 2720 Passed(50%) 1.15 1.0 ID+1.0 S(All Spans) Design Methodology:ASD Live Load Deft(in) 0.045 @ 3'3 1/2" 0.313 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.063 @ 3'3 1/2" 0.417 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 6'T'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. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 263 658 921 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 263 658 921 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 Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 6'7" N/A 5.5 — 1-Uniform(PSF) 0 to 6'7"(Front) 8' 9.3 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 ForteWE6 Software Operator Job Notes 6/24/2020 8:04:39 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: belfiore Page 2/5 • :I F Oft T E IZEDMEMBER REPORT PASSED roof,HIP 2 piece(s) 2 x 8 Douglas Fir-Larch No.2 Sloped Length:15'3 11/16' 0 0 • - 12z�- 4.24 2'915/16" y 11'33/4" 9 ❑1 ❑2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:15'2 9/16" Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 758 @ 14'1 11/16" 2813(1.50") Passed(27%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 645 @ 13'6 7/8" 3002 Passed(22%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 1627 @ 9'5 7/16" 2720 Passed(60%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Live Load Defi.(in) 0.180©8'9 3/8" 0.592 Passed(L/790) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:4.24/12 Total Load Defl.(in) 0.260 @ 8'9 7/16" 0.790 Passed(11546) -- 1.0 D+1.0 S(Alt Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Overhang deflection criteria:LL(2L/240)and TL(2U180). •Top Edge Bracing(Lu):Top compression edge must be braced at 15'o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Acctsorien 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 203 380 583 Blocking 2-Hanger on 7 1/4"SPF beam 3.50" Hanger, 1.50" 233 525 750 See note i •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. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger U26-2X SLD19.5 2.00" N/A 8-10dx1.5 4-l0d Dead Snow Vertical Loads. Location(Side) Tributary Width (0.90) (1.J5) comments 0-Self Weight(PLF) 0 to 14'1 11/16" N/A 5.5 -- 1-Tapered(PLF) 0 to 2'9 15/16" N/A 0.0 to 27.7 0.0 to 70.7 Generated from Roof Geometry 2-Tapered(PLF) 2'9 15/16"to 14'1 11/16" N/A 0.0 to 52.0 0.0 to 141.4 Generated from Roof Geometry 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 in 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.cam/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 6/24/2020 8:04:39 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: belfiore Page 3/5 .I FO R T E MEMBER REPORT PASSED roof, RB2 1 piece(s)6 x 12 Douglas Fir-Larch No.2 O;=-rail Lengr,: OS' 0 16' 1 1❑ 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location ANowed Result LDF 'Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1886 @ 15'8 1/2" 5156(1.50") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 1641 @ 14'9" 8244 Passed(20%) _ 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 Moment(Ft-lbs) 6950 @ 8'4 1/16" 10166 Passed(68%) 1.15 1.0 D+ 1.0 5(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.191 @ 8'5/8" 0.777 Passed(L/974) -- 1.0 D+ 1.0 S(All Spans) Member Pitch:0/12 Total Load Deft.(in) 0.330 @ 8'1/2" 1.036 Passed(L/566) -- 1.0 D+ 1.0 5(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 15'7"o/c based on bads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'7"o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(iba) Supports Total Available Required Dead Snow Total Arresseries 1-Stud wall-SPF 3.50" 2.25" 1.50" 638 855 1493 11/4"Rim Board 2-Hanger on 11 1/2"DF beam 3.50" Hanger+ 1.50" 811 1145 1956 See note' •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger U610 2.00" N/A 14-1Od 6-l0d Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 15'8 1/2" N/A 16.0 -- 1-Uniform(PSF) 8'to 16'(Front) 6' 15.0 25.0 Default Load 2-Tapered(PSF) 0 to 8'(Front) 2'to 6' 15.0 25.0 Roof 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 lob Notes 6/24/2020 8:04:39 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: belfiore Page 4/5 • .I F 0 R T E CEO MEMBER REPORT PASSED roof,R3 FRONT BM 1 piece(s)6 x 12 Douglas Fir-Larch No.2 -erall _c nq h: 16' o i 0 I i43S 1 5' 11' 4'0 0 0 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:Roof Member Reaction(Ibs) 4630 @ 5' 8181(3.50") Passed(57%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 3037 @ 6'1 1/4" 8244 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-lbs) -5075 @ 5' 10166 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.056 @ 10'4 5/16" _ 0.542 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Total Load Defl.(in) 0.081 @ 10'4 1/2" 0.722 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 15'10"o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'10"o/c based on loads applied,unless detailed otherwise. •-890 lbs uplift at support located at 2".Strapping or other restraint may be required. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" -222 -618 -840 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 3.50" 1.98" 1461 3169 4630 None 3-Stud wall-SPF 3.50" 2.25" 1.50" 338 680 1018 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) Comments 0-Self Weight(PLF) 1 1/4"to 15'10 3/4" N/A 16.0 -- 1-Uniform(PSF) 0 to 16'(Front) 2' 9.3 25.0 Default Load 2-Tapered(PSF) 0 to 8'(Front) 0 to 4' 9.3 25.0 Snow 3-Tapered(PSF) 8'to 16'(Front) 4'to 0 9.3 25.0 Snow 4-Point(lb) 8'(Front) N/A 729 1708 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 lob Notes 6/24/2020 8:04:39 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: belfiore Page 5/5