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Specifications W-37- \c\ AI l' ..\\\ SW \�` cd C . SHERMAN — OFFICE COPY 3151 NE BANDY BLVD.,SurrE 100 ENGINEERING A PoRTLa..J,OR 97232 INC '`L PHONE (503) 230-8876 r )� L� SHF3tMANENGINEERS.COM I Structural Calculations � t 4 Fu i% f, . February 15, 2019 ma. FEB 1 9 2019 Lee Residence E3LLs� ,-; ,, , 12110 SW 123rd Ct. tVr PR t��„; f' Tigard, OR 97223 sS0. ,4"' k-<< `"4 SEI Project # 19-MSFE-05-650 k'l I 4 ✓�C. ., Prepared For; coy, �Nr ‘‘t,?.Doug Ziebart Construction 0 . Doug Ziebart EXPIRES. 6;30/ PO Box 80420 Portland, OR 97280 Subject Sheet No. Details: D1 Framing: New Roof Framing RF1-RF3 I ) I' _ AI -1..• .2 ,CfAli J . ) 10 N- 4 .1 A, goiy .. , 1 . ill i 1 1 7.--A.-- , i2cs- .. z), (.. 4.„...dv), -il1 . , .. -.. , . , 1 , , , x - - i 1 1 - I ,.! 4 - _ I)t. I 1 i 1 i , .17 --z$ )4.7 4 .3,- • , . :„ 1 41 , 4 ilk 3„„, ts) -; x' __. . , 4 v. , 1 r .-! ',v i 4k ttl it!: 1 "'" Z 0 r'.%.3g,1 1-4 i Z 1 ' ' , - '1';'•. - -11 ' - --"- • .t• '''.4 • -'4 A ,j, - i = . 3 , 1 2 i 1 Al ,4-0 - ilt,o--is-. . , . 1-I ill i•J ixt 1 =s • ... 1 .1. v a' f I f . - 1 ' (V4S • ' S I Aro, i 1 I ' , / — 1 Oa#tZ • — ii• id AA., , o11 '''a Iv/i -040417 i • di I -j-0.1. a -tii,gd-rii7 reca 4 Ili ' 1 i . ...._..... . 1 . . . .. .. . . , 1 . . I-A'vrvt . . i • - "a.i,u,,,)/ . .vt.16,.evt- •-, , • I. .-Ixt,i2t#4.-4 VI • - __:- '` 7 .• • i .Nilorft fra4)td v.4). di t . .k,./ 1,111.C4111 *--"*"' • • _ ... , . .. • ' " . . " SHERMAIV3151 NE SANDY BLVD.SUITE 100 ENGINEERING! A PORTLAND,OR 97232 INC r-_,,,-1-1111 -71-1J--u-n- PHONE(503)230-8876 -, I SHERMANENGINEERS.COM 2x LEDGER IN(3) Ibd EACH WEB d LU528-2 HNGR �, 5IMP5ON A35 ' AT 24" O.G, r �.. ,..... LI - ,, ;-,. CURB FOR SKYLIGHT ._._ toip END NAIL 2x12 TO FRAMING W/ (3) Ibd's AND INSTALL SIMPSON >',, U28-2 HNGR EACH END STIGH NAIL 2 X 12 TO TRUSS (2) Ibd's @ 3 " O.G. *Ai. '4'..1•.,,,:................. ` W/ NEW 2x4 PONY WALL ile °,` 2x LEDGER TO TOP PLATE ® I b" O.G. >��..� W/(2) Ibd USE SIMPSON LU528-2 HANGER Axi ______ _____--... "-....,,,N%., ______ iims461ib.-. ...... c<---7-.:: 1\ 1 REMOVE TRU55 BOTTOM EXIST GIRDER CHORD TRUSS DBL 2X TOP PLATE K EXIST 2x4 STUDS AT Ib" O.G. EXTERIOR WALL III PROJECT TITLE: LEE RES. ROOF TRUSS -S<YL. IC HT SEI PROJECT#: ie 19-MSFE-05-650 SCALE: I" I'-o" 2-15-19 • MEMBER REPORT Level, RFI-Flush Beam PASSED 2 piece(s) 2 x 12 Douglas Fir-Larch No. 2 Overall Length:4'7" �✓ !LK t Y I�1f'� eld 0 dot ._ _ < .. - ' 3 El o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. SSystem:Roof Member Reaction(lbs) 337 3 1/2" 2813(1.50) Passed(12%) 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 179 1'2 3/4" 4658 Passed(4%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 337 0 2'3 1/2" 5458 Passed(6%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DSI.(in) 0.001©2'3 1/2" 0.200 Passed(E/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.002 @ 2'3 1/2" 0.267 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(1/240)and TL(1/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'o/c unless detailed otherwise. •Applicable calculations are based on NDS. 1-Hanger on 11 1/4"DF beam 3.50" Hanger' 1.50" 155 229 384 See note 2-Hanger on 11 1/4"DF beam 3.50" Hanger' 1.50" 155 229 384 See note' .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. • '! .t _..cola -1, ,I Snpl ....... :YMgtTalPirsi! (piails... — 1 1—Face Mount Hanger LUS28-2 2.00" N/A 6-10d 3-10d None 2-Face Mount Hanger LUS28-2 2.00" N/A 6-10d 3-10d None '* bend; S.no'w 0_Self Weight(PLF) 3 1/2"to 4'3 1/2" N/A 8.6 -Uniform(PSF) 0 to 4'7"(Front) 4' 15.0 25.0 Default Load SUSTAINABLE rORESTRY INITIATIVE 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 technical 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 Forte Software Operator Forte Software Operator Job Notes 2/18/2019 Forte Don Sherman i cute v5.4,Design Engine:V7.1.1. 3 Sherman E 3=neeme Ziebart ConSt..4te ' (503)2330-8R7'5 donagshermanengineers.com j Page 1 of 1 .-r MEMBER REPORT Level,RF2-Flush Beam PASSED FORTE2 pieces) 2 x 12 Douglas Fir-Larch No. 2 ' Overall Length:4'7" RF2 2 0 0 J 4' I, .11 Q f11 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual-O location .Mowed Result :; ,.=LD1. ,•wad combination(Pattern)System:Root Member Reaction(lbs) 257 @ 3 1/2" 2813(1.50") Passed(9%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 137 @ 1'2 3/4" 4658 Passed(3%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 257 @ 2'3 1/2" 5458 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.001 @ 2'3 1/2" 0.200 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Def.(in) 0.001 @ 2'3 1/2" 0.267 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'o/c unless detailed otherwise. •Applicable calculations are based on NDS. R Bearrng l+ ,.. Load; Boras�), Supports Total Available Required 'Dead' ;snow j Total": Ao ries - - 1-Hanger on 11 1/4"DF beam 3.50" Hanger" 1.50" 120 172 292 See note 1 2-Hanger on 11 1/4"DF beam 3.50" Hanger, 1.50" 120 172 292 See note 1 •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 Strap -Tie Connectors r Support Model 'Seat Length'. : Top5Nallir FaceNails ' HeadierAdis "::; 1-Face Mount Hanger LUS28-2 2.00" N/A 6-10d 3-lad None 2-Face Mount Hanger WS28-2 2.00" N/A 6-10d 3-10d None Tabutary Dead" Snow Loads tocatitur(Side) Width (D:110) • (141'.'_.GSmtAdr* 0-Self Weight(PLF) 3 1/2"to 4'3 1/2" N/A 8.6 1-Uniform(PSF) 0 to 4'7"(Front) 3' 15.0 25.0 Default Load y� Weyerhaeuser Notes 4t)SUSTAINABLE FORESTRY INITIATIVE 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 technical 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 Forte Software Operator Forte Software Operator Job Notes ! 2/18/2019 9:09:38 AM Doll S;-,e,_e- Forte v5.4.Design Engine:V7.1.1.3 Si:e*Ta-:Engineering j Ziebart Const..4te 150Z)230-B£7 gonfSsnerrraner.co,eers.co.% Page 1 of 1 R© T E MEMBER REPORT Level,RF3-Flush Beam PASSED F 0 2 piece(s) 2 x 12 Douglas Fir-Larch No. 2 \ RFS \ Overall Length:10'7" 0 c ♦ � e'4t h. 10' 4, 0 All locations are measured from the outside face of left support(or left cantilever end).AIl dimensions are horizontal. Design Results Actual 0 tcwtion Allowed; Result LDF l Load:Combination.{P,atbem) ., , System:Roof Member Reaction(lbs) 494 @ 3 1/2" 2813(1.50") Passed(18%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 472 @ 1'2 3/4" 4658 Passed(10%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1296 @ 4'11 1/2" _ 5458 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.020 @ 5'2 9/16" 0.500 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.043 @ 5'2 3/4" 0.667 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(1/240)and TL(1/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 10'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Wade bo SoPP 1 Supports Total Available. Required Tad" Accessories 1-Hanger on 11 1/4"DF beam 3.50" Hanger, 1.50" 275 106 224 605 See note' 2-Hanger on 11 1/4"DF beam 3.50" Hanger, 1.50" 245 106 177 528 See note •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •I See Connector grid below for additional information and/or requirements. Connector:Simpson Stro -Tie Connectors - Support Model, ; Seat Length - Toptbri5 Face Nails Member Nails Actessorieiv 1-Face Mount Hanger LUS28-2 2.00" N/A 6-10d 3-led None 2-Face Mount Hanger WS28-2 2.00" N/A 6-10d 3-10d None lhbutarY Dead Rooftiive SSfow Loads )vacation(Side) Width (0.911) .(non-51101i•l 2s} (s:s5} Comrrtertts ;, .. 0-Self Weight(PLF) 3 1/2"1/2to"10'3 NJA 8.6 1-Uniform(PSF) 0 to 10'7"(Front) 1' 15.0 20.0 - Default Load Linked from:RF1- 2-Point(lb) 3'(Front) N/A 155 - 229 Flush Beam,Support 1 Linked from:RF2- 3-Point(Ib) 7'(Front) N/A 120 - 172 Flush Beam,Support 1 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE 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 technical reports ISR-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/wooddproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 211$12019 9:14:55 AM o^ser:as Forte v5.4..Design Engine:V7.1.1.3 DS::^.ar:man Engineering t-4 1,50:31230-8670 Ziebart r ns ke co- '-,,conE-Psna,franenoineers.corn Page 1 of 1 LEhCG, 2�L} ' 2-i5n R7 = (.5i25LW)C21� :f.041 Mr 8b (1 (9 ) 10- 00r1- 1& A - 100062) -34.qw rt 11115e. 2x(2 Pr4q--