Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
Carl ton Hart SUBMITTAL COVER SHEET Archi7teecture, P.C. '_O N S 7 R U C r I O N 02/17/2020 Received Date: 2/17/2020 This review is for general conformance with plans and specifications only.Any deviations from same net clearly noted Project Name: Red Rock Creek Commons by the subcontactor/supplier have not been reviewed.Review shall not constitute a complete check or detailed dimensions or Attention: Kayla Zander count or serve to relieve the subcontractor/supplier of contractual responsibility for any error or deviation from Architect: Carleton Hart Ar } cture on rant requirements. D 0 2020 DATE 2/17/2020 Submittal #: 06 18 00-1.2 FEBLl PROJECT# 285 CITY OF TIGARD Spec Section #: 06 18 00 ilHf nln!f. CllVISIOPyI SPEC.SECTION# 06 18 00 Description: Deferred Glu-Lamianted Construction REVIEWED BY Lisa Lite,Project Engineer Revised Layout Subcontractor: Timberland . Reviewed ❑ Reviewedw/Comments ❑ Rejected L1 Revise&Resubmit CARLETON HART ARCHITECTURE P.C. El NO EXCEPTION TAKEN ❑MAKE CORRECTIONS NOTED NO EXCEPTION NOTED 0 MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT REJECTED IDREVISE AND RESUBMIT 0 THIS RENEW IS FOR GENERAL CONFORMANCE WITH DESIGN ❑REJECTED CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN ❑ FOR INFORMATION ONLY RENEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE CONTRACTOR OF CONTRACTUAL RESPONSIBIUTY FOR ANY ERROR OR DEVIATION FROM CONTRACT REQUIREMENTS. This review is for general conformance with design concept only. TM RIPPEY Any deviation from plans or specifications not clearly noted by the contractor has not been reviewed. Review shall not constitute a CONSULTING ENGINEERS complete check of all detailed dimensions or count or servo to relieve PORTLAND, OREGON the contractor of contractual responsibility for any error or deviation from contract requirements. DATE: 2/18/2020 Dr: KEK BY mo.faul DATE 2/19/2020 CARLETON HART ARCHITECTURE,P.C. 830 SW 10TH AVENUE#200 1361i°Zo/9 000 S I PORTLAND,OR 97205 503-243-2252 //72o 6W&gm PAWY Transmitted: U Procore ❑ Hand Deliver ❑ Email ❑Other Client: Date: 12/17/2019 Page 1 of 302 a Project: Input by: , isDesign Address: Job Name: 19662—SECOND FLOOR Tto Project#: RED ROCK CREEK COMMONS J 10 PWI-47 11.875" - PASSED Level:SECOND Floor ' ' : IIINIIIIIIIIllIIIIIIII lll111111111111 111111111111111111111 11111111011111111111111 11718' 1 1:-{anger(I11S2.37;11.88(Mtn)) 2 SPF 5'9/16" �'� // 2 5/16" 5'9/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Bug Live Dead Snow Wind Const Spacing: 16.828"o.c. Design Method: ASD 1 134 91 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 135 91 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- importance: Normal FloorOSB Nailed and Glued Temperature: Temp<_100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 24% 91/134 225 L D+L Hanger Analysis Results 2-SPF 2.125" 24% 91/135 226 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 263 ft-lb 2'6 1/4" 4280 ft-lb 0.061(6%) D+L I Shear 217 lb 1 1/8" 1705 lb 0.127(13%) D+L L LL Defl inch 0.004 2'6 1/4" 0.121(L/480) 0.030(3%) L L (L/14499) TL Defl inch 0.007(L/8656) 2'6 1/4" 0.242(L/240) 0.030(3%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 5-0-9 0-8-7 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 5-0-8 0-7-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF `���p PROFF"S ,,@' aGiNFF, wo 4 4' 9405 A? 2 7, Exp. 12-31-2020 • Lti/'1 OREGON Certification is to verify the joisbbeamllruss to carry the loads shown and/or for repair design.The applied loads, vU4 Y 22.\g‘!v dimensions,and field conditions info was provided by others. 916) (.V Digitally sealed The loads and dimensions must be verified and approved for �"77Qfv M a Jan.2,2020 the specific application by the project design professional Notes channelss Provide latest supped al Marano pints:o word Marnalaeturer Info CaIMatN Structured Designs is responsible only d dw Handling&Installation lateral displacwnent and rotation sln,etura odaw,acy or Tres s is met based on cite 6.Web aumners car prim bad as sbevm Mipmum Pacific Woodtech Corp W I.Deist flanges trust riot be cet or griped point bad bearing temporoer inches 1850 Park Lane dew criteria and Loadings Shown It rs the 2.Refer to latest copy a(the Wall pro9tQ information 7.For gal roofs provide proper&Weep,k prevent endurerespo iplily a the customer andar cite contractor Id ma,lee handet desk.sdlerer tapes.web lode parMing (888)707-2285lon,WA 98233 ensure the component suitability of the identical chart bridging details mathely fastening details and (888) application and to oddly to dimmsors and bads. hedlinprrerection details www.paciricwo0dtech.corn Lumber ).Damaged Welds must not be used ICC-ES ESft-1225,APA PR-1262 I.Dry service conditions,unless nap yJmnmse Design assumes lop flange to be laterally restrained 2.IJoist net le be boated with sre reierdant sr corrosive p>adadted sheathing or as specified in engineering notes. This design is valid tine 10/18/2022 Version 19,80.180 Powered by S nice° CSD I!! t. cote A Client: Date: 12/17/2019 Page 2 of 30: ' Project: Input by: as isDesign Address: Job Name: 19662--SECOND FLOOR a Project N: RED ROCK CREEK COMMONS J10 PWI-47 11 .875" - PASSED Level:SECOND Floor 1)1 tl 1 ; 1) I 1 i' il:1 11 1 ' i Ij l s (S 1 2 . +„ . a :, ,11111: l d �1�1 1 > . ,' r`, 1 j I / 11 7/8" - ,ram •;st, .,",�. . / 1 Hanger(IUS2.37/11.88(Min)) 2 SPF 1 5'7/16" 2 5 16" 5'7/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 11.18"o.c. Design Method: ASD 1 84 57 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 84 57 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100"F Ceiling: Gypsum 1/2" Bearings Load h gS Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 15% 57/84 140 L D+L Hanger Analysis Results 2-SPF 2.125" 15% 57/84 141 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 164 ft-lb 2'6 3/16" 4280 ft-lb 0.038(4%) D+L L Shear 135 lb 4'11 3/16" 1705 lb 0.079(8%) D+L L LL Deft inch 0.003 2'6 3/16" 0.121 (L/480) 0.020(2%) L L (L/22825) TL Defl inch 0.004 2'6 3/16" 0.242(1J240) 0.020(2%) D+L L (L/13627) Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 5-0-7 0-4-7 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 5-0-6 0-5-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �c0 PROFk-� sc,� 4.G1NF�°wo mow' 9465 '�' y-n ,i Exp. 12-31-2020) ( ln/t OREGON Certification is to verify the joist/beam/truss to carry the loads V& 9�\ shown and/or for repair design.The applied loads, '9 L Y 22, dimensions,and field conditions into was provided by others. "7 {+V .'Digitally sealed The loads and dimensions must be verified and approved for R�N (1q M.TA f Jan.2,2020 the specific application by the project design professional. tlranicals 5.Preach lateral support at heeling helots i woo Ma nuts chlrur IaLs Notes lateral displaceinem and rotation Calculated structured fthiDosed,Is responsible only of the Handling 8 Installationstructu s.web Wed for pare toad re slay.,,ntm:num Pacific ParkWoodiec Lane Corp desIgnrN Mena a of INs ngs Shot based on Iha I_adst to lain copy et the cater drilled point Wed hen ng provideleng e 3.5 inches 1850 Line cnlena am loadms shdvn It is the 2,Refer to latest why et the sifee product information 7 For Cal roofs proper drainage to prevent eurtington.WA 98233 respecsidle at the customer and or No corbacwd to dam rid framing debar.sugerer boles,use,pole pending ensure No component sntabtliry ar the intended cha,,.bridging detals.mNbyty daslming debits and (888)707-2285 apdicatien and to verify the dmensbro and leads hams gterection details www.paclficwoodlech.nom Lumber 2.Damaged IlotsL must not be usm ICC-ES ESR-1225,APA PR-L262 t D eMce eonalbns,"Naas m:m ahercisc t.Dmgn assumes lop flange to be learapy restra rod ry s y anacnetl sheathing or es spadgm in engmrerieg 2.uast•wuo be treated wiN pro reamnnl e-cnnos:.c- np,,ps This design is valid until 10/18/2022 Version 19.80.150 Powered by iSlrutt^s I o yKts CSDno roisoesi Client: Date: 12/17/2019 Page 3 of 302 Project: Input by: , gn Address: Job Name: 19662-SECOND FLOOR Project#: RED ROCK CREEK COMMONS J10 PWI-47 11 .875" - PASSED Level.SECOND Floor f111 [ II1II1lllllll1MII III11 11I11111I1l1 hill U11111 IIIIIIIl111AI 111111111111 IIIIIIIIIIIIII > + w, / • 11 7/8" 1 SPF 2 Hanger(ITS2.37/11.88) 5'9 1/16" �/2 5/16" 5'9 1 f16" 1. Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24.64"o.c. Design Method: ASO 1 176 119 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 169 114 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 718 APA Rated Stu rd-I- Impodance: Normal FloorOSB Nailed and Glued Temperature: Temp<a:100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 4.313" 24% 119/176 296 L 0+L 2- 2.000" 30% 114/169 283 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 367 ft-lb 2'11 3/4" 4280 ft-lb 0.086(9%) D+L L Shear 273 lb 5'7 15/16" 1705 lb 0.160(16%) D+L L LL Defl inch 0.007(U9610) 2'11 11/16" 0.134(L/480) 0.050(5%) L L TL Defl inch 0.011(U5737) 2'11 11/16" 0.269(U240) 0,040(4%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 5-9-1 0-5-15 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 1-0-1 0-10-15 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 1-0-1 to 5-9-1 1-0-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �w� v' 9405 'Q ? Exp. 12-31-2020 f. J OREGON Certification is to verify the joisvbeam/truss to carry the bads ✓�4 9�� shown and/or for repair design.The applied loads, 1, dimensions,and field conditions info was provided by others. 7 t� 22 f �V Digitally sealed The loads and dimensions must be verified and approved for t � Jan.2,2020 the specific application by the project design professional. Notes chemicals 5 ,,,,,,,,,de latOr support al loos' is:a mU'd "`O'-"achlror Info mg pin calcwaled Sliucw ionly a rho Handling&Installation lateral displacement and roolbn structural adequacy of this component based m lie 6 Web stiffeners for point load as shown%hareem Pacific Wooatne Corp don. Sitene are loath 1.deist flanges must not til cut or drilled g lordird..3.5 inches responsibility of pro customer ander me cermacar to 2. deebar ilsl0 blest far framing deta details.stiffenerOf tile tables,web hole 7riod infermation .parading roofs proper drainage o prevent Bud)707-'WA 98233 ensure the component Suitability of the blended chart.weird dehsls,miti.py fastening details and (888)707-2285 application,and to verify tin dmonsbr,s and bads. bendiireybreclion dataft wlwl.pacificwoodtech.com Lumber 3 Damped'Joists must not used ICC-ES ESR-1225,APA PR-L262 t.Dry service conditions,unless noted%nenvix .I Design assemes top flange to be laterally restrained 2 !Joist not le be treated w fire retardant or cerros.r by attached sheathing a as pyn fed in engineering nae6. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM CSD I'4P. Client: Date: 12/17/2019 Page 4 of 302 Project: Input by: c isDesign Address: Job Name: 19662--SECOND FLOOR a Tea Project#: RED ROCK CREEK COMMONS J11 PWI-47 11.875" - PASSED Level:SECOND Floor TrIfili, , ( !If 1II1 h 11111111111l1111I111I111111111111 „ I j' I Eliiiiiiitoi l of iiiuiioutiiiiii h 11 ' SPF 2 SPF 3 Hanger(ILIS2.37/11.88(Min)) 12'11 1/2" 7'7 3/4" �2 5/16" 20'7 1/4" Member Information Reactions UNPATTERNED lb(Uplift) Type' Joist Application: Floor Brg Live Dead Snow Wind Const Spacing' 22.203"o.c. Design Method: ASD 1 351 237 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 832 561 0 0 0 Deflection LL: 480 Load Sharing: No 3 112 76 0 0 0 Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- ImpoAance: Normal F GIIIor SB Nailed and ed Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 62% 236/361 597 L_ D+L 2-SPF 5.500" 61% 564 1836 1400 LL D+L Analysis Results 3- 2.000" 31% 74/212 286(-23) _L D+L(D+L) Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1539 ft-lb 12'11 1/2" 4280 ft-lb 0.360(36%)D+L LL Pos Moment 1613 ft-lb 5'6 11/16" 4280 ft-lb 0.377(38%)D+L L_ Shear 824 lb 12'11 1/2" 1705 lb 0.483(48%) D+L LL LL Defl inch 0.082(U1880) 6'2 9/16" 0.321 (L/480) 0.260(26%)L L_ TL Deft inch 0.134(L/1154) 6'2 1/8" 0.643(L/240) 0.210(21%)D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 lie-down connection required at bearing 3 for uplift 23 lb(Combination D+L,Load Case Li. 3 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 12-8-7 1.0.0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-1-6 to 20-7-4 0-7-4 to 0-8-6 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 12-8-7 to 20-7-4 00-9-83 27 PSF 40 PSF 0 PSF 0 PSF o Ps��� G PROP sfO2 9405 Exp. 12-31-2020 L ' " OREGON is to verify the joist/beam/lruss to carry the loads shown and/or for repair design.The applied loads, �.1 Y 191 dimensions,and field conditions info was provided by others. iQ7�f 22 t fQ The loads and dimensions must be verified and approved for 7 V Digitally sealed the specific application by the project design professional. Ro r n r .v M,i Jan.2,2020 nicals 5 Pad roe lateral se4Vfbl at bearing points to avoid 1/an tttact;lror into Notes chtt lateral displacement and rotation Calculated Structured Designs is responsible only or the Handling a Installation 6.Web stiffeners for paint load as shown rfmvntnn Pacific Woodteeh Corp slotting al adequacy of this cwnporcm based on the t.cast flanges must not be out or drilled point load bearing lengthen 3.s inches 1850 Park Lane design Mena and loadings shPvn It IS the 2.Refer to latest copy of the IJoii product information 7.For pat roofs provide proper drainage to prevent Burlington,WA 98233 fespasibflly of the customon ardor the wnbeaw to details for trailing details,stiffener tables,web hole paring ensure the component salability of the Vended than hedging dews,mWligly fastening details and (888)707-2285 application.and to verify the dimensions and loads. needtngterecrondetaas WAN!.pacifrcwoodtech.com Lumber ? onmaged Joists must not be used ICC-ES ESR-1225,APA PR-L262 L D senRe cmdtiors.eaves ti d Nlerwsc it poem attachedass sees top flange to be laterally recleaned �' of sheathing or as specified in engineering z.uoisl not to be treated wean lint tnrnrdm m curator, ,g;ps This design is valid until 10(18/2022 Version 19.80.180 Powered by iStructTM IZSD I NMI 0110.o Client: Date: 12/17/2019 Page 5 of 302 x Project: Input by: isEksign Address: Job Name: 19862-SECOND FLOOR ate.® Project#: RED ROCK CREEK COMMONS J11 PWI-47 11.875" - PASSED Level:SECOND Floor f111111111111111 1111111111111111111111111111111111 111111111111111111111111111111111N11111 11111111 IIiIfiofoiluoo1 innoohIiiIaII 1i11 i iiIi Ioi iiiimi1iIIiiiiiiii I0HHi0II iolli iioo io . ., _ .. b>_.a,.. �� ., rig-r T ... - s ft .. _ --dr' .a..,.a . -..«..,..�., I 11 7/8" d .-- 1 SPF 2 SPF 3 Hanger(ITS2.37/11.88) 1 13'3/16" 7'6 11/16" / t2 5/16" 20'6 7/B" t Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 22.877"o.c. Design Method: ASD 1 436 294 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 936 631 0 0 0 Deflection LL: 480 Load Sharing; No 3 92 62 0 0 0 Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F Ceiling: Gypsum 1/2' Bearings General Load Floor Uve: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 77% 293/445 738 L_ D+L 2-SPF 5.500" 69% 635/941 1576 LL D+L Analysis Results 3- 2.000" 29% 60/213 273(-59) _L D+L(D+L) Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1792 ft-lb 13'3/16" 4280 ft-lb 0.419(42%) D+L LL Pos Moment 1959 ft-lb 5'6 3/16" 4280 ft-lb 0.458(46%) D+L L_ Shear 958 lb 13'3/16" 1705 lb 0.562(56%)D+L LL LL Defl inch 0.099(U1567) 6'2 5/16" 0.323(U480) 0.310(31%>L L_ TL Defl inch 0-162(U957) 6'2" 0.646(U240) 0.250(25%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Tie-down connection required at bearing 3 for uplift 59 lb(Combination D+L,Load Case L_). 3 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 13-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 7-8-1 0-11-15 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 7-8-1 to 13-3-2 0-10-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PS � s�N O t�ss�O 4 Part.Uniform 13-0-12 to 20-6-14 0-6-4 27 PSF 40 PSF 0 PSF 0 PSF 0 'CC...?Se ., 5 Part.Uniform 13-3-2 to 20-6-14 0-11-15 27 PSF 40 PSF 0 PSF 0 PSF ,iiii 44 9405 247 7. Exp. 12-31-2020 OREGON Certification is to verify the joist/beam/truss to carry the bads V 1 shown and/or for repair design.The applied loads, (/ '( dimensions,and field conditions info was provided by others, -, I'22 r�9 !.. The loads and dimensions must be verified and approved for 791 M. �V Digitally sealed the specific application by the project design professional. dN IN. Jan.2,2020 Notes chemicals 5.Provide farad support at Deanne points to avwd prlantl fac`uror:rib Calculatod slnmturad Designs is respaiside only or the Handling 8 Installation lateral displacement and Mellon Pacific Woedtech Corpstruclwal adequacy of Oils component based on inn6.Web stffen°.for perm load a shown Mvimum I Refer gauges rntsl rot be at or wiped pail load Dearing bngapo 3.5 idles 1850 Park Lane design nsipaly of Lila culadinmer one orown ihe c It03norl e 2 ae w latest wpy el trre exist product inronrulion a For Sal soots provide proper drainage to decent Burlington.WA 98233 aerate for framing dotals spHerrer tablas,wet bale pending ensure Ole component wilabnnly of the ietendod chars hndgi y details,mtili-py!solemn')details and (888)707-2285 application.and to verify the 9mensgns and loads handing/erection details WWW.pacifiCWOodleCh.corn Lumber 3 Damaged lJoists must not be used ICC-ES ESR-1225 APA PR-L262 1.Dry service condroore.unless noted eRe^.vse 'l.olsign assumes top flange its be laterally restrained 2 1,ta61 net to be treated with rind retardant or corroalvc by attached sheathing or as spetirad in engineering dads This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructm CSD I DRAW na.aaa mta Client: Date: 12/17/2019 Page 7 of 30: Project: Input by: isDesign Address: Job Name: 19662--SECOND FLOOR r $"'® Project#: RED ROCK CREEK COMMONS J11 PWI-47 11"875" - PASSED Level:SECOND Floor 4} ' ' � ' ! 3 '' ,l 1111 III 11111 I IIIIIIIII11I11111NINIIIIII I1IIIIIIIIDIIIII11111IIIIIII .IIHrnutuJuRui= r 1 Hanger(IUS2.37/11.68(Min)) 2 SPF 3 Hanger(ITS2.37/11-88) 12'11 3/16" T6 1/8" y2 5/16" / 20'5 5/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24.341"o.c. Design Method: ASD 1 442 299 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 998 674 0 0 0 Deflection LL: 480 Load Sharing: No 3 119 80 0_ 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" Bearings Load rl 95 Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 81% 299/455 754 L_ D+L Hanger Analysis Results 2-SPF 5.500" 73% 674/998 1672 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3- 2.000" 35% 80/247 327(-41) _L D+L(D+L) Neg Moment -1861 ft-lb 12'11 3/16" 4280 ft-lb 0.435(43%) D+L LL Hanger Pos Moment 1994 ft-lb 5'5 3/4" 4280 ft-lb 0.466(47%)D+L L_ Shear 988 lb 12'11 3/16" 1705 lb 0.580(58%) D+L LL LL Defl inch 0.119(U1289) 6'1 9/16" 0.321 (U480) 0.370(37%)L L_ TL Defl inch 0.195(L/791) 6'1 3/16" 0.642(L/240) 0.300(30%)D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Tie-down connection required at bearing 3 for uplift 41 It)(Combination D+L,Load Case U . 3 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 12-9-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 7-7-4 1-0-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 7-7-4 to 13-7-4 0-11-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF"<<'"P R ED POFks 619 4 Tie-In 12-9-15 to 20-5-5 0-8-8 to 0-8-9 27 PSF 40 PSF 0 PSF 0 PSF 0 0� G I N F ,, /0 5 Part.Uniform 13-7-4 to 20-5-5 1-0-10 27 PSF 40 PSF 0 PSF 0 PSF RP- 9405 1) 2'P Exp_12-31-2020 Lin/" OREGON Certification is to verity the joist/beam/truss to carry the loads ✓ej 1.\ shown and/or for repair design.The applied loads, ( \9 dimensions,and field conditions info was provided by others. I'T r M 22 r C.VO pigitally sealed The loads and dimensions must be verified and approved for i y the specific application by the project design professional. 0£J -A Jan.2.2020 Notes chemicals 5.Provide lateral support at bearing points to areal f1-"I:''"'“e If.iO calculatod s,reuurea oeseyrs is responsible only of the Handling3 Installation lale<aldlartaeememandmlarwn Pacific Woodlech 6 web lad b to ter pole tom as es Minimum Corp mmcsee]adeguary of this eemporant based en the I. IJdsl flanges'nestasl not be cut or drilled poet load bearing iergiN=3.5 filches 1850 Park Large ,epge vitma end MORNS Oaal It rs Ind 2 Refer to latest copy el the boast product information 7 for flat roots provide proper drainage to Covent Bunington.WA 98233 responsibility of ale ctatom=x homy trio cenbaua to ditaas la framing details.stiffener fables,deb hole pending ensure lee portent sutabfity of the intended chart.bridging details,mWlopiy fastening details and (888)707-2285 application and to redly the*mesons and loads. banding/erection details www.pacificwoodlech.com Lumber 3.Damaged Mists must not be used CC-ES ESR-1225,APA PR-L262 L OR censer cmd;lias.bee.riot dupturuise by aanacted snean asetUrnes lbing or se tspedled io be nl'r restrained eoffngq 2 IJasl nil to be Waled with fire re:ardarc w earmal'ro notes. This design is valid unlit 10/18/2022 Version 19.80.180 Powered by iStruceu C"S"D I ssiilt Client: Date: 12/17/2019 Page 8 of 301 Project: Input by: isDesign Address: Job Name: 19662--SECOND FLOOR irreweilw Project#: RED ROCK CREEK COMMONS J12 PWI-47 11.875" - PASSED Level:SECOND Floor '1111111111111i11111111111111111111111111111111111111111i111111111111111111111111111111111111111111111111 '1111111111N11111111111111111111111111111111111111l111111111111111111H111111111111111111111HN111111111 I /11 7/8„ / I Hanger(ITS?.37f1188) 2 SPF 3 SPF Iy / 8'9 7/16" 'I. 10'2 15/16" "' y2 5/16" / IYI 19'3/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 197 133 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 687 464 0 0 0 Deflection LL: 480 Load Sharing: No 3 258 174 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Slurd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 39% 132/237 369 L_ D+L Hanger Analysis Results 2-SPF 5.500" 50% 466/690 1156 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 4.250" 37% 173/281 454 _L D+L Neg Moment -1004 ft-lb 8'9 7/16' 4280 ft-lb 0.235(23%) D+L IL Pos Moment 898 ft-lb 14'6 3/8" 4280 ft-lb 0.210(21%) D+L _L Shear 603 lb 8'9 7/16" 1705 lb 0.354(35%) D+L LL LL Defl inch 0.033(L/3584) 13'11 3/8" 0.249(U480) 0.130(13%) L _L TL Defl inch 0.052(L/2294) 14'1/8" 0.498(U240) 0.100(10%) D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 19-0-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-1-10 to 19-0-6 0-6-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF � Q`>rp PRoFFOn `c? v\G,1NE� /o tug 44' 9405 1) 1"p Exp 12-31-2020 ln/t OREGON Certification is to verity the joist/beam/truss to carry the loads .� shown and/or for repair design.The applied bads, ej Y a`91 dimensions,and field conditions Info was provided by others. 22, !r� The loads and dimensions must be verified and approved for "9,� �v Digitally sealed the specific application by the project design professional. ��N M M.N Jan.2,2020 T Notes chemicals 5 PrONde laterat sUpporl el heating pants to avoid hMa1)ufnctll ref Into Calculated Slnuclurca Designslateral drsplacernemt and rotation Calculated is msponsilAe only Handling&Installation s.Web Offerers for point load as shown Minimum Pacific Woodlech Corp sWCMW adequacy of Otis component based an the I.IJoisl flanges must not be cut Cr doffed point load beating length,. (oo pPark Lane cnsidny or Ore ccustomncrga,dl ruth contractor to 2.vdetails fa hamngydeetals stlener fades hole r poh flat rq roofs prgovl props tdra't age to proem Burlington,chas WA 98233 insure the component suitability of the intended chaat bating details,m0liay fasten no details and (888)707-2285 application.and to verify the dimensions and loads. handling/erection ooiwn www.paoticwoodtedtcom Lumber s.Damaged!Jowls must not be used ICC-ES ESR-1225,APAPR-L252 \.Dry service CONDOM unless noted 0lhenviaa a DesIgn assumes top flange to be laterally restrained 2.'Joist not 10 be treated Mai fire retardant or mfmyvn „0 od attached sheathing IX a6 5900000 in engineering es. This design is valid until 10118/2022 Version 19.80.180 Powered by iStructn' CSD I DRAW Orr16M Client: Date: 12/17/2019 Page 9 of 302 ' Project: Input by: isDesign Address: Job Name: 19662—SECOND FLOOR dresnemess Project tt: RED ROCK CREEK COMMONS J12 PWI-47 11.875" - PASSED Level:SECOND Floor l.IHillUJ IHIlIIIIIIIII�IIIIIIIIIIIINIIIIIIIIIN111I110111 11111 I1Ili1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN I , 11 7l8,. i -n 1 Hanger(IT52.37/11.88) 2 SPF 3 SPF Iy 1 8'9 7/16" 10'2 15/16" y2 5/16" 19'3/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 266 180 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 913 617 0 0 0 Deflection LL: 480 Load Sharing: No 3 343 232 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap- React D/L lb Total Ld.Case Ld.Comb, Dead: 27 PSF 1 - 2.000" 53% 178/319 496 L_ D+L Hanger Analysis Results 2-SPF 5.500" 67% 620/918 1538 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 4.250" 49% 230/373 603 _L D+L Neg Moment -1335 ft-lb 8'9 7/16" 4280 ft-lb 0.312(31%) D+L a Pos Moment 1194 ft-lb 14'6 3/8" 4280 ft-lb 0.279(28%) D+L _L Shear 802 lb 8'9 7/16" 1705 lb 0.470(47%) D+L LL LL Deft inch 0.044(L/2695) 13'11 3/8" 0.249(U480) 0.180(18%) L _L IL Defl inch 0.069(L/1725) 14'1/8" 0.498(U240) 0.140(14%) D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 19-0-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 19-0-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF � p PRQFJ,, .�3 �GtNFF `r/0 `o 9405 9 2-7 7 Exp. 12-31-2020 t �/1 aREGar� / Certification is to verify the joist/beam/truss to carry the loads' i/� 11 shown and/or for repair design.The applied loads, V22,19 dimensions,and field conditions Info was provided by others. �l The loads and dimensions must be verified and approved for 7 _yob, sealed the specific application by the project design professional. RnfV M M.a'� Jan.2.2020 Notes chemicals 5 Provide lateral suppon at belong points to a.aiu r'"'r`'i`""°'"" - Calculated seuclwed Designs is responablc orgy or the Handling&installation lateral displacementfor and rotationtoad Pacific Woodtech Corp eln.tdudedgn al tern p of thise comubs e basil on the I wisRate itoMeat cop raf th Deist prod paint load roofs lode inches 1850 Parkio Lane responsibility criteria and lafeer a shown. X is the a,deter,to blest Capp oft the Deist product information,sve5hol 1 For dint mots ryeviec proper drainage to prevent Burlington,WA 98233 ensure hey of the nentamcr bmilty t heCO Wend 10 details for f de ls.mu,tdlfef bugs,web nand pending the -to verl m sdibnndy s the Wended rule.bridging eeaela mwu.ply fastening details and (8w) acific o pgiradon and wver;ty do dimenswns and loads. nandl;ngrerection eetans svvra,paciricwoodtechcom Lumber 0. nxnaged 1Joisls mud not be used 1CC-ES ESR-1225,APA PR-L262 I.o service cMdeons.unless not d wdrenriu .1 Design assumes top large to betate In orestraineddi rY by attached sheathing or as specified In cngi g 2 Deist net to be treated with fire retardant M eerreai'u,l axes This design is valid until 10/18/2022 Version 19.80,180 Powered by iStmctn-t CSD I pulswx r xuu 9 ® Client: Date: 12/17/2019 Page 10 of Project: Input by: 303 isdesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J12 PWI-47 11.875" - PASSED Level:SECOND Floor 1O11I111N111111111111NIlllllllllllllllilllllill1111111111111111111111101 Milli111111lllllllllllll �llllfllll mlllllHIIINIIIIi110H111llllllllllll IIIIIIIIIIIIIIIIimmo 11IIIII1111A111111om _ m ea / 117/8„ LT / 1 SPF 251°F CI 3 SPF 9'1 5116" 19'4 1/4" 10'2 15/16' '4/2 5/16" 1' Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 267 180 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 928 626 0 0 0 Deflection LL: 480 Load Sharing: No 3 341 230 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Stu rd-I- Importance: Normal FloorOSB Nailed and Temperature: Temp<=100°F Glued General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 52% 179/317 496 L_ D+L 2-SPF 5.500" 68% 629/932 1562 LL D+L Analysis Results 3-SPF 4.250' 49% 229/374 602 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1376 ft-lb 9'1 5/16" 4280 ft-lb 0.321(32%)D+L LL Pos Moment 1189 fl-lb 14'10 5/16" 4280 ft-lb 0.278(28%) D+L L Shear 806 lb 9'1 5/16" 1705 lb 0.473(47%)D+L LL LL Deft inch 0.045(L/2687) 14'3 1/4" 0.249(L/480) 0.180(18%) L _L TL Defl inch 0.069(1/1731) 14'4" 0.498(L/240) 0.140(14%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 19-4-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-3-14 to 19-4-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1PEJIEEOJ C. 1"A/" Certification is to verify the Jolst'beanvtruss to carry the loads OR EGO M shown and/or for repair design.The applied loads, v� dimensions,and field conditions into was provided by others. `9,9 < Y 22 r,g(r0 The bads and dimensions must be verified and approved for S+V Digftally sealed the specific application by the project design professional. Rt,�� M. Jan.2,2020 Notes chemicals 5 Proeae lateral support at bearing points to avoid "'""°"'ctu ter jib ;esculned Structured Designs is responsible onlyof the Handling S Installation lateral displacement and rotalbn pacific Woodlech Corp structural aae4acy of the component based on lhu h.Web stiffeners for point load as shown&mmum struct rosier and this o shmt II is the I uolat to latest rat be cut or drrletl Fontbad beating length>-ls itches 1850 Park Lane responsVily of the customer an Nor the contractor to Refer to lr fcsr fracopming of the Deist r taua inf enoln ).rpeendirtt roots P'""r'r°P dra'n'ge to Prey"' Burlington,WA 98233 ensuro the component teetety of the intended chart. for bridging det de.mu.-ply fastening tab hne application.and to verify thedenonsions and bads. ohme.a'erirecedes.multi-ply IananNg details and (888)wow. pacific o namaged U0 sn auction www.pacificwoodlech.com Lumber a.Damaged LbMs meat not be used ICC-ES ESR-1225,APA PR-L262 s.Pry service cantliVons,unless need alM1errmav a 0 esign assumes lb flange to be laterally restrained 2.!Joist not to be treated with fro roisitl.ln w serosivo by attached sheathing m as specified n enq cedn9 motes This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructiv ----- CSD I ucciiu Client: Date: 12/17/2019 Page 11 of 303 ° Project: Input by: • isDesign Address: Job Name: 19662--SECOND FLOOR ' irate qa Project#: RED ROCK CREEK COMMONS J12 PWI-47 11 °875" - PASSED Level:SECOND Floor i( I z liilllllllllllllllllliiiiiiililIIIIIIIIIIIIIIIIIIIII DilllllllIIIIIINIiiIlIIIIAIIIIIIIIIIilliIIIIIIl stir / 1 SPF .A._. 2 SPF 3 SPF 1 SPF / 9'1 5/16" 10'2 15/16" y2 5116" 1 19'4 1/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24'o.c. Design Method. ASD 1 280 189 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 928 626 0 0 0 Deflection LL: 480 Load Sharing: No 3 341 230 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 54% 187/330 517 L_ D+L 2-SPF 5.500" 68% 629/933 1562 LL D+L Analysis Results 3-SPF 4.250° 49% 229/374 602 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1376 ft-lb 9'1 5/16" 4280 ft-lb 0.322(32%) D+L LL Pos Moment 1189 ft-lb 14'10 5/16" 4280 ft-lb 0.278(28%) D+L _L Shear 806 lb 9'15/16" 1705 lb 0.473(47%) D+L LL LL Defl inch 0.045(Ll2687) 14'3 1/4' 0.249(L/480) 0.180(18%) L _L TL Defl inch 0.069 611731) 14'4" 0.498(L/240) 0.140(14%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 19-4-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 19-4-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ?c0 PROF, .C ' sG1Nccs`rv, 4. 9405 ti- jai. Exp. 12-31-2020 , ( ln/t "Pr OgEGCM� •' Certification is to verify the joist/beam/truss to carry the loads �� -A shown and/or for repair design.The applied loads, C r 22 e" !.9� dimensions,and field conditions info was provided by others. /' r� .V Digitally sealed The loads and dimensions must be verified and approved for 'er-, C� I Jan.2, seal the specific application by the project design professional. 020 5.PrONde Waal support al boa/ng paints to avoid r it - i:n.'. Notes foon.c.sl. lalaal displacement and Megan Calculated Structured Designs is responsible le only a the Handling&Installation 6.`Web stiffeners for pWM bad as chasm Minimum Pacific WoLdtech Corp sbucluraltuna adequacy of ibis component based on the I Wirt flanges must be cut or drilled point load bearing tenyU>=n5 inches 1850 Park Lane design aitena and 1oatngs shown 1t is the 2 Rader to latest copyy of rho Cost product Information 7 For fiat roofs provide proper damage to prevent Burlington,WA 98233 responsibility of the mtpma and or the contractor le details fa homing details,mule ply oftener rabies,web hole pending ($$$)707-2285 enw the e componenat suitability of the intended owl.bridging decals,multi ply foment-do details and application and no verify to dimensions and bads handling/erection details vlCW.paoiflcwoodtech.corn Lumber 3 Damaged Masts must not be used ICC-ES ESR-1225,APA PR-L262 I.D service conditions.unless oast mimesis° I.Design aswmas cop gorge to ha lied in y restrainca Dry I by eXadred chetthug°es spc'tired In englnmr+g 2.idorstnal to de treated with fire,.entymaap:ma.e ,d;as This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructo DRAW ■ y'p I bnwlt s Client: Date: 12/17/2019 Page 12 of :a�,. Project: Input by: 303 uSDesign Address: Job Name: 19862--SECOND FLOOR t r— Project#: RED ROCK CREEK COMMONS J12 PWI-47 11.875" - PASSED Level:SECOND Floor IIIHlllllllllllNIIIIIIIIINIIIAlllillllllllllllllllll IIIIIIIl1111111111111I1II1HIIIhl[IINIII llOIIIIIIhIIII IIIIIIIIIIII111I imi MilliIllllllll IIIIIIIIIIIIIII IIi1IIIIIIIIIIIIIIIIIIIIII 1 11 7/8" Li 1 SPF 2 SPF 3 SPF 9'1 5/16" 19'4 1/4" 10'2 15/16" 7,-,2 5/16" 1' Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24'o.c. Design Method: ASD 1 276 187 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 898 606 0 0 0 Deflection LL: 480 Load Sharing: No 3 342 231 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp r_100°F Ceiling: Gypsum 1r2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 53% 185 1327 511 L_ 0+L 2-SPF 5.500" 66% 609/903 1512 LL D+L Analysis Results 3-SPF 4.250" 49% 229/374 603 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1354 ft-lb 9'1 5/16" 4280 ft-lb 0.316(32a/) O+L LL Pos Moment 1193 ft-lb 14'10 1/4" 4280 ft-lb 0.279(28%) D+L _L Shear 800 lb 9'1 5/16" 1705 lb 0.469(47%) D+L LL LL Deft inch 0.045(L/2687) 14'3 1/4" 0.249(L/480) 0.180(18%) L _L IL Dell inch 0.069(L/1726) 14'4" 0.498(L/240) 0.140(14%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 6-5-12 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 19-4-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 6-6-15 to 9-4-1 0-8-15 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 9-4-1 to 19-4-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF rk pROF�rS,S' IS �w 9405 9 1.-1, Exp. 12-31-2020 ln/N OREGON Certification is to verify the joist/beam/truss to carry the loads J� shown and/or for repair design.The applied loads, VGL '�2 r�91 v dimensions,and field conditions info was provided by others. ,9 ! The loads and dimensions must be verged and approved for '9�1 L D'gitally sealed the specific application by the project design professional. �N M.R Jan.2,2020 Notes chemicals 5 Ravlde lascat wppa5 at beamg poin!s la avail tit liufacturat Info Calculated Seuawred Oos'gns is responsdo only of the Handling&Installation lateral displacement and rotation s pViarbobe stiffeners for ngth load as shown Minimum Pacific Woodtech Corp StneaxeI acoquac7 of lMs mnemmat based ee the $_'Joist flanges cots not be ma°reread k Lane ,esn" .nt la the l o ad qo show. mn6aslor o 2..Refer to latest copy of Me IJdcl product infamy wr 7.Poke rflat rook prd ovide paper drainage to prevent Burlingto Mates 1850 n,WA 98233 Moore the canparwnt sitabiiry of the Intended details for bridging dimes. es.mum i.py stiffener lades. 101 hole 8)707-2285 appicatlon.and to verity the dtnensals and loads. handlt.nndmmg dedeta multiply fastening details and w(8 w.pacifcwo handling/emotion mud nnot www.paci Ficwoodteeh.com Lumber oama�erl hoists mwt m{bo wed ICC-ES ESR-1225,APA PR-L262 I.City Wince cmbtioaz,IA,.noted n!amxisb it Owen assumes top flange to be laterally restrained 2 Joist not to be treated with are retardant on oorryalI ny attached sheathing or as SpMrKd in Cn9VICpirg pest This design is valid until 1011812022 Version 19.80,180 Powered by!Street"' CSD I DRAW oaslw Client: Date: 12/17/2019 Page 13 of ' Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR a +*..�.t• Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor 11 ,1' IIIIIIili/iIIIIIIII1 'I.' IIIIIIIIIIII/II ll. ( `1I 3 lililiillll / z " — z aaS" d",rT.ee+u , '+'x--�sn, k» - --:r✓z"z ._ " _ I 11 716.E 1 SPF 2 SPF 3 SPF / 12'9 1/16" 13'5 3/8" //2 5/16" / 26'2 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type- Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 384 259 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1264 853 0 0 0 Deflection LL: 480 Load Sharing: No 3 417 281 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1!2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 74% 2581449 707 L_ D+L 2-SPF 5.500" 93% 855!1267 2123 LL D+L Analysis Results 3-SPF 2.125" 78% 280/469 749 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2648 ft-lb 12'9 1/16" 4280 ft-lb 0.619(62%) D+L LL Pos Moment 2056 ft-lb 20'6 1/4" 4280 ft-lb 0.480(48%) D+L _L Shear 1079 lb 12'91/16" 1705 lb 0.633(63%) D+L LL LL Defl inch 0.118(U1355) 19'8 9/16" 0.334(L1480) 0.350(35%) L _L TL Dell inch 0.177(U903) 19'10 1/8" 0.667(U240) 0.270(27%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. _ ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-0-6 0-11-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 26-0-6 to 26-2-8 0-10-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF � crrD PRaF-�s. t? 4' 9405 '9 2-n i 7 CC Exp. 12-31-2020 . ln./1 OREGON Certification is to verily the jois&bean'truss to carry the loads t/& A shown and/or for repair design.The applied loads, �+2a,a�9 60 dimensions,and field conditions info was provided by others. �qp V 'Digitally sealed The loads and dimensions must be verified and approved for 'TOE r �' Jan.2l sealed the specific application by the project design professional. f Y M M. chemicals 5 Fronde lateral suppm at bearing paints to avail f-nt.�fY info Notes lateral&solacement and rotatan Calculated 5eudured Deanna is re spenstie only of tine Handling&Installation o.web bers for paint load as shown Minimum Pacific Woodteeh Corp Structural adequacy of lots cgnwtwnt based en the I.Well flanges aunt nor be mil Or dolled point load bearing lengths=35 inches 1850 Park Lane '.. deer [dadaand loadnge shovn 2.. It Is theRefer by latest copy of the Mist product."o nh ion ).For cal roofs&made proper drainage to&event Burlington.WA 98233 l reePora 01 gel Me customer and of P w e no-nctor to derails for frammg derails.stiffener taaes..re hole condo& ensure thnoten flcomponent amiability of the Vended chart bridging demos multi-ply fastening aeta Is ace (888)707-2285 appheanon and to verily the 6mmsiens and bads. haneltnaerec:ion tea& wthv-pacificwoodteeh,mom Lumber 3.Damaged Idolsts must,al be used ICC-ES ESR-1225,APA PR-L262 a.Design assumes rep mange la be laterally restrained t.Dry scana a cnndtions.unless noted olhersreo by ab in en aded sheathing or as specified ginada.' 2.Mast not to be veaed with fire reramont or corrosive hales. This design is valid unli110/18/2022 Version 19.80.180 Powered by i5trud^" CSDI OR DESKS Client: Date: 12/17/2019 Page 14 of Project: Input by: 303 t isDeSign Address: Job Name: 19662--SECOND FLOOR erreemeey Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor z IIIIIIIN111111lllllllllll11l1IIIIII111I11IIU111111111111III1111111111II111111111111I1111lllllull , ? SPF .. .,. / 2SPF 3SPF / 12'9 3/16" 'I' j' 13'5 1/4" 2 5/16" 26'2 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 390 263 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1283 866 0 0 0 Deflection LL: 480 Load Sharing: No 3 423 286 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Uve: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 75% 262/456 718 L_ D+L 2-SPF 5.500" 94% 869/1287 2156 LL D+L Analysis Results 3_SPF 2.125" 79% 284/477 761 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2688 ft-lb 179 3/16" 4280 ft-lb 0.628(63%) D+L LL Pos Moment 2084 ft-lb 20'6 5/16" 4280 ft-lb 0.487(49%) D+L _L Shear 1095 lb 12'9 3/16" 1705 lb 0.642(64%)D+L LL LL Defl inch 0.120(U1337) 19'8 5/8" 0.333(L/480) 0.360(36%)L _L TL Dell inch 0.180(LJ891) 19'10 3/16" 0.667(L/240) 0.270(27%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF OF4 ti5 �O1NF , Wo �tv. `� 9405 `) 1- ; Exp. 12-31-2020 kn/t OREGON • Certification is to verify the joist/beamnruss to carry the loads shown and/or for repair design.The applied loads, dimensions,and field conditions Into was provided by others. �A�� �2 i,g�`Q The loads and dimensions must be verified and approved for 9'9 t Digitally sealed the specific application by the project design professional. a TQN (�,P Jan.2,2020 Notes chemicals 5.provide lateral supped al gearing poi,, , w arwd hiantriaCrtlF:•I Info calcuated Shuclured Designs is responsible oily of he Handling&Installation lateral displacement andr oed Pacific Woodtech Corp structure adequacy of this component based on the 6.Web oadebers lgr point load as esolm Mirdmum design em°na era teF6NS shevn. if 'r the I.1deter IO tans t copyost of Yebe Igo aralea For tat Mom Drocob upon inches 1850 Parkto Lane responsibility of the customer analor the contractor to 2.doter Ie latest cagy et Ilse stiffen productblue.web hole ].For gel roofs Pseudo proptt tlrainage to prevent Burlington,WA 98233 ensure lee component subbiity of the intended charts or In atling ds.ais,stiffener fast blues.web ant pending 9 application.and le verily the dimensions and lads. chart,bodgingdodetas.mWli-pry fastening details anti www.p(888) cilicw 5 nandagnaa sto is deals www.pacificwoodletdl.wm Lumber g.Damaged l,bisla muss not housed ICC-ES ESR-1225,APA PR-L262 I Dry sienna chndllgne,gNess noted otherwise 4.Design assumes top neve to be laterally restrained 2.!Joist not to be treated With fire towhee or corrosive by attached sheathinga as specified N mgiaeatp °df9 This design is valid until 10/18/2022 Version 19.80.180 Powered by 15trus"' anew CSD I WWI Client: Date: 12/17/2019 Page 15 of 303 ° Project Input by: ,i, fsDesign Address: Job Name: 19662—SECOND FLOOR + 411MOMON' Project#: RED ROCK CREEK COMMONS J13 PWI-47 11 .875" - PASSED Level:SECOND Floor III, 1 Jl I H��P 1I ; I II_ I II 1 z ���Hj** 11tt e(e( �/i _ urns ioiiiw - 7 ,.;� ..IHI �e� Fnr I.y "'.- ' `"""z -•.. . I` t= -r" I 11 718" Li 1 SPF 2 SPF '3PF / /12'9 5/16" I 13'5 1/8" y2 5/16" / / 26'2 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24'o.c. Design Method: ASD 1 391 264 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1283 866 0 0 0 Deflection LL: 480 Load Sharing: No 3 423 285 0 0 0 Deflection TL: 240 Deck: 718 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100'F Ceiling: Gypsum 1/2" s gearin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 75% 262/457 719 L_ D+L 2-SPF 5.500" 94% 869/1287 2156 LL D+L Analysis Results 3-SPF 2.125" 79% 284/477 761 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Meg Moment -2688 ft-lb 12'9 5/16" 4280 ft-lb 0.628(63%)D+L LL Pos Moment 2080 ft-lb 20'6 3/8' 4280 ft-lb 0.486(49%) D+L _L Shear 1094 lb 12'9 5/16" 1705 lb 0.642(64%) D+L LL LL Defl inch 0.119(U1339) 19'8 11/16" 0.333(U480) 0.360(36%) L _L TL Del inch 0.179(L/893) 19'10 1/4" 0.666(U240) 0.270(27%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 9,E.0 PRpF-Js ,� v\GS IU�� /o ti 9405 9 29 Exp 12.31-2020 Lia/'1 OREGON Certification is to verily the joist/beam/truss to carry the loads ✓� 16 shown and/or for repair design.The applied loads, (V 22.\9 4 dimensions.and field conditions info was provided by others. The loads and dimensions must be verified and approved for 9RUN M.P`�� Jan.t 2020ally � the specific application by the project design professional. rmtcals S Provide lateral suppal al bearing points to avoid -1ni•-1 In'D Notes lateral displacement and rotation Calculated Struclueed Cesium is responsible only of tie Handling 8 Installation 6.Web Stileners lee poinl load as sMvn,keenum Pacific Woodtech Corp structural adeeuady of rats component based on the I (Joist flanges mnit not be cut or driwed point load bearing iengm>-35 inches 1850 Park Lane design cetera and loadings shown It is the 2_Refer Io latest cagy of the IJoisl Wod0G edamalion 7.For Oat roofs provide proper drainage to present Burlington,WA 98233 responsidlily of the customer ardor the contractor to details for Iran§ng details,stiffener tables,web hale pending (888)707-2285 Ceara, ON component sutatUny of the intended chart bridging cletals multi-py fastening deleile ens application and to vodfy the dessoions and bads nandligierecton details www.pacificwoodlech.com Lumber I.Damaged'Joists must nol be heed ICC-ES ESR-1225,APA PR-L262 I.Dryservice conditions.unlea rrneu o:hcr.tisc .I Diurgn assumes top flange to be laterally restrained attached sheathing Cr as specirvd in engineering a iJolst not w be treated rdm me a.p+nhm,.o-mngs�- 1005. This design is valid until 10/18/2022 Version 19.80.180 Powered by IStruct05 CSD I MINI a --— Client: Date: 12/17/2019 Page 16 of Project: Input by: 303 isDesign Address: Job Name: 19862--SECOND FLOOR _, ' Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor 1 1 LI I i.. I ". I I1 IIIII 1'-`,,,,, r -ox we'` „ - �; `,ti" 11 #3[ ,>r:> b, cw-,.. + '._ , .).f .a:e..: I117/e" 1 SPF 2 SPF 3 SPF / 12'9 7/16" '� / h' 13'S'' 2 5/16" / 26'2 1/2" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 391 264 0 0 0 Moisture Condition: Dry Building Code: 18C1IRC 2015 2 1283 866 0 0 0 Deflection LL: 480 Load Sharing: No 3 422 285 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100"F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125• 75% 263/457 720 L_ D+L 2-SPF 5.500" 94% 869/1287 2156 LL D+L Analysis Results 3-SPF 2.125" 79% 284/476 760 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2688 ft-lb 12'9 7/16" 4280 ft-lb 0.628(63%) D+L LL Pos Moment 2077 ft-lb 20'6 7/16" 4280 ft-lb 0.485(49%) D+L _L Shear 1094 lb 12'9 7/16" 1705 lb 0.642(64%) D+L LL LL Defl inch 0.119(L./1341) 19'8 3/4" 0.333(LJ480) 0-360(36%) L _L TL Defl inch 0.178(L/895) 19'10 5/16" 0.686(U240) 0.270(27%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF • " s0 PROx- ,, „co ‘,.‘C,iNE'F )O tii ?`' 9405 '4 2 , ., Exp. 12-31-2020 iteVa OREGON Certification is to verify the joistl /tr beamuss to carry the loads shown and/or for repair design.The applied loads, ✓ Y22.,c'(�! dimensions,and tiekl conditions info was provided by others. The bads and dimensions must be verified and approved for � .,9� Vv Digitally sealed the specific application by the project design professional. ON M,R I Jan 2.2020 Notes chemicals 5.Pm5de lateral support at Doane 5o,ototo ar5J plant fad ti far Info Calculated Si rumored Designs is respoble only of me Handling&Installation lateral displacement and rotation tlst Pacific Woodtech Corp abectaal adequacy of this component based on the I Qom elands must not be cut or&add 6.wen softeners rsdeg llengtth load 15 nncche°"„Gtnunum 1850 Park Lane design enema and loadings shown. t o the 1 Refer le lalest copy al he uast pmducl information ) pointr flat fools provide propel damage l°responsibility of ate customer and/or the contractor toro, Budin ton,WA 98233 ensure the compoeml suttabdity Si the intended details fd foo dew, sayfas tams rid had portdirlq pre.ent 9 85 apgicattat.and to verify the dtmensnns and loads. cart.nglnrcg details matt-ay fastening tlelals and www.(888) aofc o nams050lJol on details www.pacificwoodtech.com Lumber 3 3eni Design must wte used ICC-ES ESR-1225,APA PR-L262 I.Dry service conditions.airless noted Mhorw,ae I Design assumes top gorge to be laterally restraned 2.IJoist rot to be treated wth fire retardant orcontusive by attached anionic,or as specrietl Ill engineerington.. This design is valid until 10/18/2022 Version 19.80.180 Powered by'Street'at CSD( Mw Client: Date: 12/17/2019 Page 17 of ' Project: Input by: 303 ISDeSign Address: Job Name: 19662--SECOND FLOOR r T'''' Project/1: RED ROCK CREEK COMMONS , J13 PWI-47 11.875" - PASSED Level:SECOND Floor 1 !!111I 11 l UIIIIII lOIItlll l I O 111 I III I I I I II I III III UIIII III II I I I I I 1 1111111 :..L , sl .. , I u el 1 SPF ... 2 SPF 3 SPF 12'9 9/16" "' 13'4 7/8" / / y2 5/16" 26'2 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 392 264 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1275 861 0 0 0 Deflection LL: 480 Load Sharing: No 3 422 285 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" S gratin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 75% 263/457 720 L_ D+L 2-SPF 5.500" 93% 863/1278 2141 LL D+L Analysis Results 3-SPF 2.125" 79% 283/476 759 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2687 ft-lb 12'9 9/16" 4280 ft-lb 0.628(63%) D+L LL Pos Moment 2073 ft-Ib 20'6 1/2" 4280 ft-lb 0.484(48%) D+L _L Shear 1083 lb 12'9 9/16" 1705 lb 0.635(63%) D+L LL LL Defl inch 0.119(U1344) 19'8 13/16" 0.333(U480) 0.360(36%) L _L TL Defl inch 0.178(L/897) 19'10 3/8" 0.665(U240) 0.270(27%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. _ ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 12-8-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 12-8-11 to 13-0-3 0-4-9 to 0-2-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF _ 4 Part.Uniform 13-0-3 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0OROFF� P �s .5 �G1N -$ /o 9405 2- CC- Exp. 12-31-2020 ifi/1 OREGON Certification is to verify the joist/beam/truss to carry the loads ✓� �� shown and/or for repair design.The applied loads, Ir 2r� \g O dimensions,and field conditions info was provided by others. t1 The loads and dimensions must be verified and approved for 7 ,A �� Digitally sealed the specific application by the project design professional ��0i M- Jan.2,2020 Notes chemicals 5 amne*Fume!support a,Deering paints to avoid id:Ral fir SFU ru'r 1'" Calculated Structured Designs is rosponside only of Sm Handling&Installation lateral displacement font and routan Pacific Woodlech Corp j 5 web l drterars ier prim load as storm:ranvmvn destynmeteraq et Ns component based on the I.Duct flanges must not be wt or dolledd point load beaenrbnetnr035 inches 1850 Park Lane design rally at aM loadirps shnxn h is the 2.Refer to latest copy of the Deist product i.web hole 1.Far gal Coors provide proper dalna9e to petrol Burlington,WA 98233 mipoesi osie of the nentamo and or lid cenbsece In detais for franang details,stiffener tables,web hole pending —_— mtsure the component suitabdhy of the 'Mended chart bri888 707-2285 application.and to vetch lie 6menvons and loads. hendlingkaccllon Octetsli-gy fastH+imj details and ( ) www,pa cif cwootl tech.cool Lumber 3 Damaged Deists must not he used ICC-ES ESR-1225,APA PR-L262 F.Dryservice contlhions.wale emcee ntecmis u Design assumes by flange to be laterally restrained by attached sheathing or an spoofed in engmeenng 2 tioistrnot to be treated whh fro mbarda,mt nrr000mm notos- This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructm' CSDl ,l,RS. Client Date: 12/17/2019 Page 18 of Project: Input by: 303 iSDesi n Address: J Job Name: 19662--SECOND FLOOR IreINIIR Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor 1 1111111l111111U11111111 1111111 /11/1111 - 111U1 4 !iIIil!OIOI 14111111 I _. 1 1 1 , 3 I o _ : .: 11 7I8" 1 SPF o ..,..._... a .. ,..._ i9 / 2 SPF 3SPF 125 1/4" 13'5 1!4" y2 5/16" 26'2 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24.625"o.c. Design Method: ASO 1 395 267 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1267 855 0 0 0 Deflection LL: 480 Load Sharing: No 3 423 285 0 0 0 Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Temperature: Temp<_100°F Glued General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 76% 267/462 729 L_ D+L 2-SPF 5.504" 93% 855/1267 2123 LL D+L Analysis Results 3-SPF 2.125" 80% 285/479 764 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2682 ft-lb 12'9 1/4" 4280 ft-lb 0.627(63%) D+L LL Pos Moment 2073 ft-lb 20'6 15/16" 4280 ft-lb 0.4134(48%)D+L _L Shear 1066 lb 12'9 1/4" 1705 lb 0,625(63%) D+L LL LL Defl inch 0.144(U1112) 19'9 1/8" 0.333(L/480) 0.430(43%)L _L IL Defl inch 0.213(L/750) 19'10 15/16" 0,667(V240) 0.320(32%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 12-3.14 1-0-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part Uniform 0-0-0 to 12-8-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 12-3-14 to 18-2-2 0-10-11 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Tie-In 12-8-11 to 13-0-3 0-5-7 to 0-3-3 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF Gd PROF 5 Part.Uniform 13-0-3 to 26-2-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 P' "`r1 ' �ss` 6 Part.Uniform 18-2-2 to 26-2-8 1-0-5 27 PSF 40 PSF 0 PSF 0 PSF 0 t ct�",4 94�5 ,9 �•Z /1 Exp, 12-31-2020 1nJ" OREGON CertfiMadon is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. (I/ <V 22 t\9 Gn The bads and dimensions must be verified and approved forop, -- Digitally sealed the specific application by the project design professional. -f UN M,p -, V Jan 2 2020 Notes chemicals 5.armada lateral suppm at seame ppin6 to avpd M.n,r'acufrer life Calculated Stntclured Designs is responsible only of the Handling&Installation lataeltafenes for and relation Pacific Woodlech Corp structural adequacy of As component based on the 6.Web sad bear bearing ngth load s as mires IAinmmm I.Refer to latsmust o be tidald ercwa inrpnlet e 1_peno ng rooR pm, e p,er dra age to pehrm Burlington,WA 98233 ensure the component sultaletlty of the intended chards for honing details,i.py t fastening acts hole 85 appiatlm,and to vptyttq dimension anti bads. chart.bndgny do d-_taotals.mW1hp'y details and www.(888) acirtc o nandagyerection duara www.paci(icwoodteeh.wm Lumber 3 Damaged Itaaislaeases must nal farce sed to be laterally restrained 2.!Joist not to be treated with fire retardant or concave no attached sheathing or as specified hh engmeeriri9 lea. This design is valid until 10/18/2022 Version 19.80,180 Powered by IStructn" CSD I O ci Client: Date: 12/17/2019 Page 19 of t Project: Input by: 4 303 isDesign Address: Job Name: 19662--SECOND FLOOR r Project l: RED ROCK CREEK COMMONS J13 PW6-47 11.875" - PASSED Level SECOND Floor i, I II 2 a -'a ' - 11 7/8" 1 SPF 2 SPF 3 SPF Iy 13'8 3/8" i' 12'8 11/16" y2 5/16" 26'5 1/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 434 293 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1266 855 0 0 0 Deflection LL: 480 Load Sharing: No 3 381 257 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- I FloorOSB Nailed and Importance: Normal Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 63% 2921486 778 L_ D+L 2-SPF 5.500" 93% 857/1270 2127 LL D+L Analysis Results 3-SPF 2.125" 73% 256/448 704 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2658 ft-lb 13'8 3/8" 4280 ft-lb 0.621(62%) D+L LL Pos Moment 2080 ft-lb 5'10 3/4" 4280 ft-lb 0.486(49%) D+L L_ Shear 1083 lb 13'8 3/8" 1705 lb 0.635(64%) D+L LL LL Defl inch 0.120(U1338) 6.8 7/16" 0.335(L/480) 0.360(36%) L L_ TL Defl inch 0.181(U890) 6'6 7/8" 0.671 (L/240) 0.270(27%) D+L L_ Design Notes 1 Compression edge bracing required at 911"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 26-5-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-5-1 0-11-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 9405 "9 29 ,/j cc Exp. 12-31-2020 ivy OREGON Certification is to verify the joist/beam/truss to carry the loads 1 shown and/or for repair design.The applied loads, 6, r 22 a�9 !Q dimensions,and field conditions info was provided by others. /-q• V Digitally sealed The loads and dimensions must be verified and approved for T n the specific application by the project design professional. O� M. Jan.2,2020 clericals 5 Rronde lateral support at hearing points to mold i"''d ii''."`I'et hlfc Notes tateral displacement and rotation Calculated Structured Designs is responsible any of the Handling&Installation S.Web Offerers tar point load as shown Minimum Pacific Lanch Corp seN.taral adequacy of;his component based an Ilr I.Refer Ranges must not be cut or Killed poet bad beano length=].5 melee 1850 Park Lane design criteria and palings shmvn It is the 2 Refer to latestgbl Of the Deal product information 7,For sat rooms pmvde plover drainage Do aliment Burlington,WA 98233 rospassia lny o1 the custom cc er ardor On or to details for horning details.abfromr tables,nab hole cording (888)707-2285 Mamie the component suitability of ore intended Orion.t bndaing details,multi-ply fastening details and , a0iftcwoodleCh.eom application and to verify the dimensions and bads. handlinglerection details wow P Lumber 3 Damaged dlolsts roust not bo used ICC-ES ESR-1225.APA PR-L262 1.D serviceconditions.unless notutl rlh x._�u: .I Design assumes top range to he laterally restrained Y by attached sheathing or as speufed In enolneermg 2.Ideal mil to be treated wnh roe retardant nr ommsrrc nolna This design is valid until 10/18/2022 Version 19.80.180 Powered by i5tructna DRAW CSDierri, Client: Date: 12/17/2019 Page 20 of Project: Input by: 303 a isbesign Address: Job Name: 19662—SECOND FLOOR ram° __-_ Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor II II 2 Illllllllllllllllllllllllllllllllllll lllllllllll IIIIIIIIIIIIIIIIIl11l11HI1111 III 11111111111111III t# .^ `re di^5.a.. ,r,:-.S..1vyr-,-r' +Yti •s. '1r dy+ 1 kt - _ - - I fl1 7/8" 1 SPF 2 SPF 3 SPF 13'8 3/8" 1. 178 11/16" "P 5/16" 26'S 1/16" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 441 298 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1286 868 0 0 0 Deflection LL 480 Load Sharing: No 3 387 261 0 0 0 Deflection TL: 240 Deck: 7/B APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum vr' Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 64% 296/494 790 L_ D+L 2-SPF 5.500" 94% 870/1289 2160 LL D+L Analysis Results 3-SPF 2.125" 75% 260/455 715 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2699 ft-lb 13'8 3/8" 4280 ft-lb 0.631(63%) D+L LL Pos Moment 2113 ft-lb 5'10 3/4" 4280 ft-lb 0.494(49%) D+L L_ Shear 1100 lb 13'8 3/8" 1705 lb 0.645(65%) D+L LL LL Defl inch 0.122(L/1317) 6'8 7/16" 0.335(L/480) 0.360(36%) L L_ IL Deft inch 0.184(L/876) 6'6 7/8" 0.671(U240) 0.270(27%) D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 26-5-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-5-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF OD PROFT6 .g ��,1Njr$. b 9405 `� 2-9 /' Exp. 12-31-2020 1.Afs OREGON Certification is to verity the joist/beam/truss to carry the loads ��� �t shown and/or for repair design.The applied bads, '�` dimensions,and field conditions info was provided by others. •� 22 a !!� The toads and dimensions must be verified and approved for 9�S VV Digitally sealed the specific application by Me project design professional. O� M.A Jan,2,2020 Notes chenleeels 5.Provide lateral support et bearing ii and raetlunr lit lC Calculated elnsclured DesW g Cotes to avail Designs is mspoltStNe only oftlre Handling&Installation lateral aisptacement wid roWWn structural adequacy of this component bases on the I tract causes must not be cut or drilled 6.won sad bearing ea9 to ngth road as et°w9,M'mimum 1850 Pacific Lane Corp design Carona and loadings shown It is the *J point load roofs pr ide pro]5 inchesins 1850 Park Lane responsibility of the customer andior Ito contactor to 2_,Risen to Wiest copy W the IJpst pmWR.„,,,b lido 1.For gal roofs proNde proper drainage to prevent Burlington,WA 98233 ensure the component suitability or the intended shalt. four 6amot estate,-ply fastening Whigs,xeb line poMirq 9 applies/ton and to verify the dimensions and loads. chart.bridging dvta'Is,man-ply laatenin9 details and (888)707-2285 nandimgrpraron dank www.pacificwoodlech.cum Lumber 3.Damaged[Jolts mull not bossed ICC-ES ESR-1225,APA PR-L262 I Dry 9ervreconlitonc,unless noted otherwise4.Design mamma top flange to be laterally restrained 2 hotel not le be treated with lire remit nl ry com05lel. by attadlatl sheathing Or as specified in pngtneedrq °t`a This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM CSC I dew scroll _ _ Client Date: 12/17/2019 Page 21 of Project: Input by: , 303 isDesign Address: Job Name: 19662—SECOND FLOOR ' PASSED�+ r- Project ft: RED ROCK CREEK COMMONS J13 PWI-47 11 .875" - PASSED Level:SECOND Floor I 1 1ii ► _, )iIIIIhI110111111101111111IIIIII 111111111111IIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 7/8.: _ 1 SPF 2S JhF `_-_�. ...,........,.- 3 SPF�jh / '� 13'8 3/8" "' 12'8 11/16" 'y2 5/16" / 26'5 1/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Cons! Spacing: 24"o.c. Design Method: ASD 1 433 292 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1286 868 0 0 0 Deflection LL: 480 Load Sharing: No 3 387 261 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 63% 291/485 776 L_ D+L 2-SPF 5.500" 94% 870/1289 2160 LL D+L Analysis Results 3-SPF 2.125" 75% 260/455 715 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2699 ft-lb 13'8 3/8" 4280 ft-lb 0.631(63%) D+L LL Pos Moment 2113 ft-lb 5'10 3/4" 4280 ft-lb 0.494(49%)D+L L_ Shear 1100 lb 13'8 3/8" 1705 lb 0.645(65%) D+L LL LL Defl inch 0.122(L/1317) 6'8 7/16" 0.335(U480) 0.360(36%) L L_ TL Defl inch 0.184(L/876) 6'6 7/8" 0.671(U240) 0.270(27%) D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 0-4-11 0-5-13 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 26-5-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-4-13 to 26-5-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF � PFD f ROFFkSi ,g tyGINFF O w `'`' 9405 t 17 Ct Exp. 12-31-2020 •Ln/ OREGON Certification is to verify the joist/beam/truss to carry the loads t/6, +0 shown and/or for repair design.The applied loads, C y 22 a\- !� 6 mensions,and field conditions info was provided by others. 11 The loads and dimensions must be verified and approved for "�R !!V Digitally sealed the specific application by the project design professional. ON M, r Jan.2,2020 Notes up-,pals 5.Provide lateral support al bearing seine to a.dd "`'l'fra,^nic Calculate,'Snuc!mod Desrys is responsible any of are Handling&Installation lateral displacement and rwatan Pacific Woodtech Corp fi_Web l displ ce for and wad as snbh n rtinmvp structural adequacy Of this eceeoffee based pn the I.R Oto flanges must riot bewi or heed pool fief Peeing length'-l5 inches 1850 Park Lane dewy, <ntena and Itedirgs sho.vn It is the 2 Refer a latest copy of the Liget product inform floe 1.For fief roofs provide proper drainage to present Burlington.WA 98233 e sp re lility cl de p customer and.Or the nrnmctor to details for'ranting details,stiffener tables.web hole poncing ensure the :opponent aarabaisy of vie inbrWCd shed.bridging details mini-ply fastening details and 0388)707-2285 applicapon anti to verify the d:nensfote and leads. aaodtiniNw«ion decals lnw:.pauflewo0dleeh.com Lumber ? Damag90lams prw not nn used ICC-ES ESR-1225,APA PR-L262 I.0 service conditions urfess rwcO UNs'rvwso 1 Diegn assumes too noose to be laterally restrained Dry by attached sheathes or as specified in engineerirhq 2 !Jest rue to be treated ivilh srerivnf:r,r n<m woo..a nn;pa This design is valid un1710/18/2022 Version 19.80.180 Powered by iStruces' unk CSD a,ra Client: Date: 12/17/2019 Page 22 of Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor I' 11 , 2 111111111111111111111111111111111111111111111r11 , III111111l11111111111111111111111UI1i1111II 1 Hanger(IUS2.37/11.88(Min)) 2 SPF 3 SPF 13'3 5/8" 'f 12'8 11/16" r y2 5/16" 26'S/16" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"a.c. Design Method: ASD 1 417 282 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1275 860 0 0 0 Deflection LL: 480 Load Sharing: No 3 390 263 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FleorOSB Nailed and Glued Temperature: Temp<=100"F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 80% 281/471 752 L_ D+L Hanger Analysis Results 2-SPF 5.500" 93% 863/1278 2141 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2.125" 75% 262/455 716 _L D+L Neg Moment -2650 ft-lb 13'3 5/8" 4280 ft-lb 0.619(62%)D+L LL Pos Moment 2044 ft-lb 5'7 3/8" 4280 ft-lb 0.478(48%) D+L L_ Shear 1086 lb 13'3 5/8" 1705 lb 0.637(64%)D+L LL LL Defl inch 0.116(U1368) 6'5 1/16" 0.330(L/480) 0.350(35%) L L_ TL Defl inch 0.174(L/913) 6'3 7/16" 0.660(U240) 0.260(26%) D+L L_ Design Notes 1 FIll all hanger nailing holes. 2 Compression edge bracing required at 9'8"o-c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 26-0-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-2 to 26-0-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ���ED PRQ 5. �.2 tyG1N -$. /a �co 9405 Exp. 12-31-2020 OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. .5/ ( �2�r�9 r,� The loads and dimensions must be verified and approved for -7q �["' Digitally sealed the specific application by the project design professional. 'T�(1� (�M.a Jan.2,2020 Notes chemkds 5 Provide lateral support at bearing peters to a.ad ''anLlfllcturer Into Calculated Structured Desgns is rospoosblo only of the Handling It Installation lateral displacement and rotation Pacific Woodtech Corpstructural adequacy or this component balm m I006.Web loadafteners for pant load as shown Mimmnm design aadrla and phis co Shown II is the 1 IJdsr flanges must not be eat et drilled point bearing length,=35 inches 1850 Park Lane responslbibly of the customer anoint the wn4actoe to 2"Refer to latest copy of the D061 product,web 7.For flat tools made proper tl2inago b proven, BUrl ton,WA 98233 ensure Ste th ermt suitability of the intended details b baring Obtain,stiffener lases,web hole pending 9 ensuretion.and to mponeytileetmensbns and loads chert.bridging details.multi-ply fastening delaas and (888)707-2285 candling/erection detain www.paelftewoodtech.com Lumber 3.1 D:vnagm'lasts must not be used ICC-ES ESR-1225,APA PR-L262 I Dry service cMMt;ons.uriess mace Mbenr,5c 1 lipJea assumes top flange to ec laterally restr&ned 2. Joist nal to be treated With No retardant p-colt Slot oo atUedetl shcaNing or as specified'm enpmcemlg noes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct"t CSD I orsslt Client: Date: 12/17/2019 Page 23 of risDesign Project: Input by: a. 303 Address: Job Name: 19662—SECOND FLOOR r Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor 11•11111111 111I1l1Ni 1i 11111U1111II Ii11 111iI I11 I 1,1 7/8" 2 1 Hanger(IUS37/11.88!Minh 2 SPF 3 SPF J' / 13'3 112" 1. 12'8 11/16" �2 5/16" / 26'3/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 417 281 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1268 855 0 0 0 Deflection LL: 480 Load Sharing: No 3 390 263 0 0 Deflection IL- 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" Bear ings General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 80% 280/471 751 L_ D+L Hanger Analysis Results 2-SPF 5.500" 93% 857/1270 2127 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2.125" 75% 262/455 716 _L D+L Neg Moment -2647 ft-lb 13'3 1/2" 4280 ft-lb 0.619(62%) D+L LL Pos Moment 2040 ft-lb 5'7 3/8" 4280 ft-lb 0.477(48%) D+L L_ Shear 1077 lb 13'3 1/2" 1705 lb 0.632(63%) D+L LL LL Defl inch 0.116(U1370) 6'5" 0.330(U480) 0.350(35%) L L_ TL Defl inch 0.173(L/915) 6'3 3/8" 0.660(U240) 0.260(26%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less, ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 26-0-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-2 to 13-1-10 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-in 13-1-10 to 13-5-2 00-4 14 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �(P�L+ PROfi-.s 4 Part.Uniform 13-5-2 to 26-0-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 P tc�4_\(jr lU E'� /0 kt Exp. 12-31-2020 OREGON Certification Is to verity the joist/beat—it/truss to carry the loads a/6. 1.\ shown and/or for repair design.The applied loads, (ir 22 �9 dimensions,and field conditions info was provided by others. .n t e, The loads and dimensions must be verified and approved for 7 �r r Digitally sealed the specific application by the project design professional. R�r V Jan.2,2020 Notes chemicals 5 Prone lateral supper at bearing pains In avoid "Sannfaclular In(c calculated suuoured owns is responsible onl of the Handling&Installation lala2lsd,splapa ror pods load Pacific Woodtech Car Designs p r6.web udcnm gc norm loan as shown 1.liniman Carp desinra'Were and INS ehsoem 55cn bash on the I.Rues In tars tMustny f be ti istdrilled oi rat roofs via propel-drainage winns 1850 Park Lane design city or and tomerga ss the p c the g Referai tar framed Of the cord product inlaba lice 7 For clot roots prodde proper to pe.enl Burlington,WA 98233 responsi he al Ire tomar and s the are to °Mails ed haying in.nru.Offence tablesdrab hole pnM'uq 888)707-2285 ensure Inc dlovtycomponent suitability al the inendN '°hat enttngleredl°Maera mWliply fastening details and applieatian.aM to verity the dimensgns and leads haMfne'ereclion details wwW.Pdcl(eWOOdleLh.COm Lumber 1.Damaged'Joists must not be used ICC-ES ESR-1225.APA PR-L262 i rmvgn assumes top flange to be laterally reslraned t.Ory smice mnlnbrt,uNess rotas na,arv:'se i,y anached sheathing or as speorwd in engineering 2.'Joist dal to be lrealOd'.rM xc rolardan:-,r mrmsrve rates. This design is valid until 10/18/2022 Version 19.80180 Powered by iStruct'° CSD 145.r,.,l5. Client: Date: 12/17/2019 Page 24 of Project: Input by: 303 i:;Design Address: Job Name: 19662--SECOND FLOOR imam Project#: RED ROCK CREEK COMMONS J13 PWI-47 11.875" - PASSED Level:SECOND Floor N �111 - mi " 1 ll f1111111111111111111111111 i ,■ I ;1 7/8" 1 Hanger(IU52.37/11.88(Min)) 2 SPF 3 SPF / 13'2 1/2" 1 1711 1/2" / //2 5/16" / 26'2" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24.625"o.c. Design Method: ASD 1 413 279 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1257 848 0 0 0 Deflection LL: 480 Load Sharing: No 3 405 274 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FborOS6 Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2"General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 80% 279/471 750 L_ D+L Hanger Analysis Results 2-SPF 5.500" 92% 848/1257 2105 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 4.467" 60% 274/470 743 _L D+L Neg Moment -2631 ft-lb 13'21/2" 4280 ft-lb 0.615(61%) D+L LL Pos Moment 2002 ft-lb 5'6 5/16" 4280 ft-lb 0.468(47%)D+L L Shear 1057 lb 13'2 1/2" 1705 lb 0.620(62%) D+L LL LL Defl inch 0.136(L/1158) 6'4 1/16" 0.328(L/480) 0.410(41%) L L_ TL Defl inch 0.201 (L/784) 6'2 1/4" 0.856(L/240) 0.310(31%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required al 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 7-10-5 1-0-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 13-1-2 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 7-10-5 to 13-7-7 0-10-11 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF , ,5} PROF , 4 Tie-In 13-1-2 to 13-4-10 0-5-12 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PS a`�P t is 0-4-10 �Gj r4G1N fi�`,e+� /O 5 Part.Uniform 13-4-10 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF �S/ 9G05 '7 2T v^ 25-11-11 1Z- Exp 12-31-2020 6 Part.Uniform 13-7-7 to 26-2-0 1-0-5 27 PSF 40 PSF 0 PSF 0 PSF -SI- >,n/A OREGON Certification is to verify the joist/beam/truss to carry the joist/beam/trussloads shown and/or for repair design.The applied loads, �(/� r 22,fig'(\!Q dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for �a9R v Dighaly sealed the specific application by the project design professional. O� M.A Jan.2,2020 Notes chemicals 5 Provide lateral support at bearing points to avgd 'lzntdacltl her Info CelcdatedStructured Designs is responsible oby of the Handling&Installation lalaraldisplacement and rolabon Pacific Woodteth Co structural adeauacy of this componentbased on e2 6.Web stiffeners for print bad as shorn Minimumrp 1 Rater flanges toust nothe cut or drilled point load pealing length>=3.5 inches 1850 Park Lane design coterie and loadings shown It is the 2 Refer to le test copy of the!Joist product information 2.For flat reols provide Proper drainage in prevent Budinglon.WA 98233 as une he of tip customer aervvr iha tte blended le details for framing details.i-pRaner tables.web hole pending orrery the component sd tmbinsi of the blended gnarl,bridging aatalls multi-ph fastening derails and (888)707.2285 application.and to verify the dimensions and bads. handling/erection details wwwES SR-12dlech.om A P Lumber 3.Damaged Lbists mast not by used ICC-ES ESR-1225,APA PR-L262 1.my service conditions.unless rated tNharva�u: g.Design assumes by flange to be laterally atneenlg 2.Waist nor to De treated with ire relamllnt or cOnesvc by atadmtl sheathing or As specified In engin9aring notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct"' CSD I"AW OM NI m;a; • Client: Date: 12/17/2019 Page 25 of ' Project: Input by: r 303 !$Design Address: Job Name: 19662--SECOND FLOOR r 15'"---._ " Project#: RED ROCK CREEK COMMONS J15 PWI-47 11.875" - PASSED Level SECOND Floor i 1 r I `r 2 INI IIIlhi11IIlll1Il I OIIIl llll IIIINHIIIIIIIIIIlIINIIIIIIIIIIIIIIIAIIIIIIIII 11 T!8" « � 1 SPF +�-. -- 2 Hanger(ITS2.37/11.88) / 15'10 114" " "2 5/16" / /15'101/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 642 433 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 627 423 0 0 0 Deflection LL 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- I FloorOSB Nailed and Importance! Normal Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 87% 433/642 1075 L D+L 2- 2.000" 73% 4231627 1050 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 4013 ft-lb 8'1/4' 4280 ft-lb 0.938(94%) D+L L Shear 1037 lb 3 3/8" 1705 lb 0.608(61%)D+L L LL Dell inch 0.271 (L/685) 8'1/4" 0.387(U480) 0.700(70%) L L TL Defl inch 0.454(L/409) 8'1/4" 0.774(L/240) 0.590(59%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. 3 Web stiffeners required at Bearing 2. _ ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 15-10-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 15-10-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF rc\FO PROfik. ,cac��1C,1 N EF`S�/0 CCItuCf 9405 I, Exp. 12-31-2020 OREGON Certification is to verify the joist/beamftnss to carry the loads �, '0 shown ions, for repair design.The applied loads, <y 22 r° fO dimensions,and field ions rmost Info was provided by oth to. \\`9�7�j\\ V Digitally sealed The loads and dimensions must be verified and approved for 7'? M,R`' Jan.2,2020 the specific application by the project design professional. chemicals 5 Preside'.atcral support at hearing points to avoid r"7;I lltlftrctr�r.,,�It,;; Notes laWal displacement anti rotation Calculated Structured Disigns is rosponslb only or ate Handling&Installation 6.web sufferers for noun load as shorn Minimum Pacific Lan Woodtech Corp structural adequacy of this component based on Ile I Vast flanges roust net be cut or drilled point load bearing lengthsoper inches 1850 Park Lane design criteria and loadings sno.ha It is tM 2 Refer to latest copy of the!Joist product.web tint 1.For gat mots monde proper dainage to plover Burlington.WA 98233 rnsparsibinty of Inc customer antler the he mac d to details for herding details.sneerer tables.web nine ponding (888)707-2285 __"'- ensure the component sullnbn0y of the headed chat bodgingondeta mull-ply fastening detain am application.and to verily the dimensions and loads. nandlingrerecten detail www.pacificwoodlech.corn Lumber 3.Damaged QJaims mist not be used CC-ES ESR-1225,APA PR-L262 I.0 wrvice wndrbons,unless rmflm oncrw�se 'i Design aawmes top flange to be laterally restrained ry fly attached sheathing or as specified in engirtaerng 2.!Joist not to be treated with ere retardant or comma nmps. This design is valid until 10/18/2022 _._.._._ Version 19.80.180 Powered by IStruct'"r CSD I qiiin Client: Date: 12/17/2019 Page 26 of risspes Project: Input by 303 t in Address: g Job Name: 19662—SECOND FLOOR Project rt: RED ROCK CREEK COMMONS J15 PWI-47 11 .875" - PASSED Level:SECOND Floor I111111111111ll(111111111I If1111111111111IIIII1111tONIIIIIIIlH111III11hIJI111111 J1111111111i11111111 iiiiiiiliilil1fA11ii111I1imill . . 11 7/5" No 1 SPF 2 SPF 1 14'11116" r �'25/16" 14'11/16" f Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 479 323 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 491 331 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" Bearings General Load Floor Live: 40 PSF Bearing Length Cap.�I React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 64% 323/479 802 L D+L 2-SPF 4.250" 67% 331/491 822 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2700 ft-lb 6'11 1/4" 4280 ft-lb 0.631(63%) D+L L Shear 790 lb 1 1/4" 1705 lb 0 463(46%)D+L L LL Deft inch 0.148(U1109) 6'11 5/16" 0.342(U480) 0.430(43%) L L TL Dell inch 0.248(U662) 6'11 5/16" 0.684(U240) 0.360(36%)D+L L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 14-0-11 0-8-11 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ,s5 c eO PRQFFss �s� v\G1NE �L/ < 9405 '9' 2 Exp. 12-31-2020 r r i,� •r. id OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, tt,� ,2 s�9� r dimensions,and field conditions into was provided by others. '�99 The loads and dimensions must be verified and approved for -7/} ��- °Digitally sealed the specific application by the project design professional. On( M M. '"' Jan.2,2020 Notes rhka sup portal s greeds lateral sport al bearing poets to avoid if itohmlitre-infc am Calculated Steucturea Resigns is resparsible onlyat the Handling 8 installation iateraldrsgacam¢t and relation Pacific Woodleeh CorpANcIwM adequacy a this component boned on IM 6.web load (w pant load as shown neinnum .taste mdeq and toed 1.'Joist flanges mug not bean or deed pointeadiscenne length,.3.5 inches 1850 Park Lane rogp's,'8 y a file 6.66"er nd'shown co.n".ort the 2.details for trattmcq cagy of stfetner product information web hoe 7.for flat tools proud°proper drainage to prevent gU111ngtOn,WA 98233 ensure the component sultabitiry Of the attended _ pending 85 application.and to verify the dimensions and lows. chart bridging aeuas,mute*fastening details and www. pacific o hanaagerareosts as t t www.pacificwoodtech.com Lumber 3.D a!Jests must mgused ICC-ES ESR-1225,APA PR-L262 I. .1.Design assumes top range to be laterally hastened Dry service conduces.tees..noted anernse by attached sn.awyto or as speafled in engineering 2 IJam net to be treated with fire retardant or meosvo notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructtbt C SD I WSWJ ensue C lent' Date: 12/17/2019 Page 27 of Project: Input by: a 303 isDesign Address' Job Name: 19662--SECOND FLOOR r wriwww65= Project it' RED ROCK CREEK COMMONS J15 PW!-47 11.875" - PASSED Level SECOND Floor 1 ii 1 i r' 2 h IIIIIIINIIIIIIIIIIIIIIIII11IIIIIIIII ___..__ , t 1 " .t.,..>... ..r 1 SPF 2 SPF 14'11/16" "/2 5/16" 14'11/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 555 375 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 569 384 0 0 0 Deflection LL: 480 Load Sharing' No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F Ceiling' Gypsum 1/2" s gearin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead 27 PSF 1-SPF 2.125" 97% 375/555 930 L D+L 2-SPF 4.250" 78% 384/569 954 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3131 ft-lb 6'11 1/4" 4280 ft-lb 0.731(73%) D+L L Shear 916 lb 1 1/4" 1705 lb 0.537(54%) D+L L LL Defl inch 0.171(U957) 6'11 5/16" 0.342(U480) 0.500(50%)L L TL Defl inch 0.287(U571) 6'11 5/16" 0.684(U240) 0.420(42%)D+L L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF /\'F0 PRQF- ,� ,o,G1 N E- Q 9405 ti� Exp 12-31-2020 r w^ OREGON Certification is to verify the joist/bearn/Imss to carry the loads ✓/. 941 shown and/or for repair design.The applied loads, 4 dimensions,and field conditions info was provided by others. 9 22 s !�� 9 F V Digitally sealed The loads and dimensions must be verified and approved for R ✓ the specific application by the project design professional. �(1! M.R Jan.2.2020 hemlcas 5.Roads lateral support at heannq points anon Notes lateral displacement and rota4pn Calculated Stru<[ued onsgns is respanuba only or lye Handling&Installation 6.woo stiffeners Ian tarsal load as stied eran,. Pacific ark Lan eh Corp structural adequacy or this component based tin Ihe I.Want to tot l cop,CObh o,t or Sided point bad Dearing-olIn proper 3 5 drainage Ms 1850 Park Lane design Galena and loadings sro'.vn It is the 2.Refer to latest copy r the[Joist product information 7.far gal roots provide proper drainage to Crete, Burlington,WA 98233 l r sport Ito of the custom"and or the Me to details ror tramng details.stiffener tables ueh hole pnmmng aBel 707 2285 ensure Me component soitabi[isY or the intended than-bridging details.muni-ply fastening derail and ( application and to verily the dimensions and load, hanMiVerectan[totals '•Y`vw.pael(Iew00dleeh.coal Lumber 3.Damaged Dollar/lost not be oscd ICC-ES ESR-1225,APA PR.L262 .1 Malta assumes lop flange lo Pe laterally reslrainc4 1.Dry service conditions unless rmed ninconse ry atlacicd sheathing fir as specified in eng[n0Cring 2 Dust not to he treated M@ erarnl,nlent or corrosive „.„ This design is valid until 10/1812022 Version 19.80.180 Powered by iStruCtTM oeswa CSD I nn.r. Client: Date: 12/17/2019 Page 28 of Project: Input by: 303 • isDesign Address: Job Name: 19662--SECOND FLOOR irook.• Project#: RED ROCK CREEK COMMONS J15 PWI-47 11.875" - PASSED Level:SECOND Floor I 1 I 2 11111111111111111111I111111111111111111111111111111 IIf1111111111111111111111111III111111111111II111 11 7/9 /1 SPF • 2 SPF 14'11/16" / �25116" 14'11/16" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Cons) Spacing: 24"o.c. Design Method: ASD 1 555 375 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 556 376 0 0 0 Deflection LL: 480 Load Sharing: No Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Death 27 PSF 1 -SPF 2.125" 97% 375/555 930 L D+L 2-SPF 4.250" 76% 376/556 932 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3131 ft-Ib 6'11 1/4" 4280 ft-lb 0.731(73%) D+L L Shear 916 lb 1 1/4" 1705 lb 0.537(54%) D+L L LL Defl inch 0.171 (U957) 6'11 5/16" 0.342(U480) 0.500(50%) L L TL Defl inch 0.287(L/571) 6'11 5/16" 0.684(L/240) 0.420(42%) D+L L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 13-8-13 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF rvpRope..., G1Nc$. /O 9405 •ct 12-31-2020 l.A./1 OREGON Certification is to verify the joist/beam/trussto carry the loads v&t 9Aet shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. 9!I �'22,r G!Q The loads and dimensions must be verified and approved for 'qC. V� Digitally sealed the specific application by the project design professional. �r fiON M M.R Jan.2,2020 Notes chondcats 5 Provide lateral support at headnq points to anoint ry1anufrictnfeY kilo casceated Shuotved oeM.ns it mspotoiwa only w tm Handling 8 Installation lateraldspIacoment and rotation Pacific Woodtech Corpstructure/adequacy W this romponem based on the I IJoist fla not be put ordliled 6.Web cdfloners re,pant load as strong Minimum design uteria and loadings shown It 5 the rl,,eme point load neainq length.=3.5 inches 1850 Park Lane design sory of me castanet and/or the contractor fs to 2.defer le o test copy of detail, Worst product mfonhatton 1 Per gal roots proud°proper drainage le prevent 6udin ton,WA 98233 ensure the component suitability of the intended details is ing framing ilst moil ep15 fat tables,wat00t hale pooling 9 5 application and to verify tie dimensions and loads hind.nyrr ce doaettas multiply fastanim]tlelaits and (888)wwv. acitic o namageiareegenoresl r www.pacifiewootltech.con Lumber ?_Damaged assumes tnnio toused be t.dry serswe conditions.unless noted peers es 't Design assumes lop flange to be latently restraned ICC-ES ESR-1225,APA PR-L262 2.Waist not to be treated alit Grc rotitdant or cnnestvc by.76'ed'he"'" a as spedfietl ih eng�'teering notes This design is valid until 10/18/2022 Version 19.80.180 Powered by iSttuctTM anew CSD I^�_ Client: Date: 12/17/2019 Page 29 of ' Project: Input by: 393 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS ' J17 PWI-47 11.875" - PASSED Level:SECOND Floor i y 1 1 f 114 W H I 1 tii�lill91 (lIla!!!lf! f El 1 II 2 Iiifllffl III1{II1 I Illiiiii,iI r . f= 1�.- : 5 ^� r. r, 1 r , 1 ", e 1 SPF 2 SPF 3 Hanger 12'11 3/4" "I 9'3 1/4" / "'2 5/16" 22'3" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 440 297 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 924 624 0 0 0 Deflection LL: 480 Load Sharing: No 3 107 72 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100'F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 78% 296/453 749 L_ D+L 2-SPF 5.500" 68% 627/928 1555 LL D+L Analysis Results 3- 3.000" 24% 70/203 273(-21) L D+L(D+L) Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1824 ft-lb 12'11 3/4" 4280 ft-lb 0.426(43%) D+L LL Pos Moment 2019 ft-lb 5'7 1/8" 4280 ft-lb 0.472(47%) D+L L_ Shear 990 lb 12'11 3/4" 1705 lb 0.581(58%) D+L LL LL Defl inch 0.102(L/1510) 6'2 7/8" 0.322(L/480) 0.320(32%) L L_ TL Dell inch 0.166(U929) 6'2 7/16" 0.644(U240) 0.260(26%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Tie-down connection required at bearing 3 for uplift 21 lb(Combination D+L,Load Case U . 3 Compression edge bracing required at 9'8"o.c.or less. _ ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 lie-In 0-0-0 to 22-2-14 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-1 to 12-8-8 1-0-0to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF Fv PROF-6- 3 Tie-In 12-8-8 to 22-3-0 0.2-8 to 0-2-2 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��``✓ SS NC? aG1NEF /0 (� w '9405 ' l' — Exp 12-31-2020 ... ,--- 1,n/5 OREGON Certification is to verity the joist/beam/truss to carry the loads c,/� 1+ shown and/or for repair design.The applied loads, l �r 22 a�9 dimensions,and field conditions info was provided by others. 60 The loads and dimensions must be verified and approved for ^ Q(..v r Digitally sealed the specific application by the project design professional. RnN NI, T s Jan.2,2020 Notes " 'nernioals 5 Provide lavval support at:rearingpoints to avow $`(list i'oarat wie/ lateral aaplactt for a'Idt larder str ctural duguoced P signs is responsib o grey of Co Handling&Installation 6 Web o Worms far goat load as shown Minimum Pacific Lan Woodlech Corp design aI aweluecy at thin ngp=based an lM Uost to tat s t co y reline cut alst pretl paint toad bearing length,=].5 locket 1850 Park Lane rot resgn rno of and tom r a sMwn In is Ino z,decor to latest copy el Ike nowt potable.snob ale y.nor not roofs pro:+de proper homage to prevent Burlington,WA 98233 cessro tno of rp customer arbor the contractor to deeds on ing del ilst multiply i ply fastening eningt, aD hnld panddg .____.___ arplice In andto Verify t sdrowsy or ;dl mldndM hellenand bonging details rrWk9y fasterrirg details and (888) acifc o application mreMylM blmensmns and bans. nandMgMrtttian oetaas `Nww.paCAfiCWD0d1@Gh.LOm Lumber a Damaged!Joists must not be used ICC-ES ESR-1225,APA PR-L262 1.Dryservice conR4ena,unless noted aJmnaod a-Design assumes by flange to be laterally restrained sby attached sheathing pas toodhrd'rn engineering 2 lost not to be treated with fire retardant or mtrawe roles. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruc[TM /"C D I DRAW pntwl �.r�7 avnn Client: Date: 12/17/2019 Page 30 of Project Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR VIMINIIIII Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 2 IIINI1111111Ili111111111111111I1111ll1llhII1111111 1I111111J I111I111111U1 I 1 . ... '_rot ..:- 117/8" ,I{1 Hanger(IUS2.37/11.88(Min)) 2 SPF 3 SPF 11'5 15/16" 't 10'9 1/4" / y2 5/16" 22'3 3/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Erg Live Dead Snow Wind Const Spacing: 24"e.c. Design Method: ASO 1 320 216 0 0 0 Moisture Condition' Dry Building Code: IBC/IRC 2015 2 948 640 0 0 0 Deflection LL: 480 Load Sharing: No 3 289 195 0 0 0 Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2 General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 61% 215/358 572 L_ D+L Hanger Analysis Results 2-SPF 5.500" 69% 643/952 1595 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2.125" 55% 194/338 532 _L D+L Neg Moment -1662 ft-lb 11'5 15/16" 4280 ft-lb 0.388(39%) D+L LL Pos Moment 1345 ft-lb 4'10 5/8" 4280 ft-lb 0.314(31%) D-I-L L_ Shear 814 lb 11'5 15/16" 1705 lb 0.477(48%) D+L LL LL Detl inch 0.061(L/2243) 5'6 7/8" 0.285(U480) 0.210(21%) L L_ IL Defl inch 0.093(L/1472) 5'5 3/4" 0.570(L/240) 0.160(16%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type - Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-3-3 0-9-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-3-2 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF SD PROFA- �� �G1NF� /0 4./ 4' 9405 2-7 /1 Exp. 12-31-2020 Ln,/'t Certification is to verity the joist, eanvouss to carry the loads OREGO\ shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by olhers. �f���l'72 r 19�`!!. The loads and dimensions must be verified and approved for T C} Vv Digitally sealed the specific application by the project design professional. '7tjN M M.A Jan.2,2020 Notes chemicals 5 Provide Iamrai supp°n a,bearing pooh,ID avoid 1Jtinn facturer Info Calculated slimmured Designs is responsible only of Do Handling 8 Installation dhwal dpptacento,and lemon Pacific Woodtech Corpstructural adequacy of this component based an Inc 6 paint 662666,6ban tar pant load as eO Mirimtm design and I Refer to latest be IJordprod a rq 1850Park Lane rospporvsidi a 1 Ine ccustomer�and.or the contractor o d2 derail ton,0,Raining or the IJasl product.web ale 7.paint dAal droorsrnom„de proper inches ;o prevent BUf In ton,WA 98233 ensure trio con, nenl soilabdil or the inlen5Cd chart for intrdet details,aplkMr Wlegsd tab had pondirq 9 oppcalion and to verity the dimensions and loads handling/electron and.lvielwct do deta malFply fastening details and (686)707fcwo nanea000 reel ndeetn www.pautiewoodlech.com Lumber 3.Dannagea Ideals meet not Ids bs1 ICC-ES ESR-1225,APA PR-L262 I.Dry se nee conditions,wilew noted Wimnse '1'Dc's9n assumes by flange m be laterally n restrained 2 (Jell not to be treated with fire,,'t.,manl of comedy" by allxdred shealhirgf or as spetiricd engineering trams This design is valid until 10/18/2022 Version 19.80180 Powered by iStruct e CSD(""""rdlm . . .. . . Client: Date. 12/17/2019 Page 31 of i 303 t b Project: Inpuy. . isDesign Address: Job Name: 19662—SECOND FLOOR Project ft: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 'H 1 1 ' • , H " 1 ' 1 i" 1 ._. liifillimitiiiiiiiiiiiiiiiiiiiiiiiiiiiiillioligpilitiiiiiiiiiiiiRiiiiiiiiiiiiiiiiiiiiiiiiiiiim , , ..... _ . „ _ . 1 11 7/8" t5 / 1 Hanger(1U52.37/11.88(Min)) 2 SPF 3 SPF 115 15/16" .1. " 10'9 1/8" A/ 2 5/16" 22'3 1/16 Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"c.c. Design Method: ASD 1 366 247 0 0 0 Moisture Condition: Dry Building Code: IBCIIRC 2015 2 1084 732 0 0 0 Deflection LL: 480 Load Sharing: No 3 330 223 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100"F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead. 27 PSF 1 - 2 000" 70% 246/409 655 L_ D+L Hanger Analysis Results 2-SPF 5 500" 79% 735/1088 1823 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2 125" 63% 221/387 608 _L DEL Neg Moment -1899 ft-lb 11'5 15/16" 4280 ft-lb 0.444(44%) D+L LL Pos Moment 1538 ft-fb 4'10 5/8" 4280 ft-lb 0.359(36%)D+L L_ Shear 930 lb 11'5 15/16" 1705 lb 0.546(55%) D+L LL LL Deft inch 0.070(L/1962) 56 7/8" 0.285(U480) 0.240(24°k)L L_ TL Dell inch 0.106(L/1287) 55 3/4" 0.570(L/240) 0.190(19%)0+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trih Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-3-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-3-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0 PROP c\c.... iz.,..c? ,t.\GlN,E•- , wo ..._ Exp 12-31-2020 OREGON Certification is to verify the joist/beam/truss to carry the loads vb shown and/or for repair design.The applied loads, . l'\ dimensions,and field conditions info was provided by others. -7 4 V22.\cl eQ The loads and dimensions must be verified and approved for 1,9r,, ,..,V,Q. Digitally sealed the specific application by the project design professional. WA, NA. TN Jan.2,2020 Notes cherucals 5 Proccle,atefat support at beeline points to name. ''t"t" '''r'''‘r" lateral displacement and rotation ,,,,, , ,,fa r,,,,,,,,,,,,,a, Calculmou Savo:w u ed Degns is responstle Only Of No Handling tii Installation ,,,,,,„,,,,,,.,,,.,,,,, Pacilic Woodlech Corp arvccual adequacy or this otelponent based On the I octal Mangos must not be ml of driled point load bearing length..3 5 inches 1850 Park Lane dome., ',Mena anal '7.=fng"'"'"' It I! the 2.Rotor to latest oOp7 or the uss snow informalion 7 For nal roots prowde proper*eine°.to PfotOm Stlflifigton.WA 98233 fesPececilM/or the q.a,ar.ar a.1°"h°c'"'"''''to details ler Marring details,stiffener tables.web hole poneline ensure Me component toilateley of the vendee chart bridging details,multi-ply fastening detals anti (888)707-2285 applicaticu and to verify the dtmensteris and toads handlingterecaon details www.pacificwoodteeh corn Lumber 3 Damaged!Joists'nest not be used ICC-ES ESR-1225,APA PR-L262 .1 pour assumes lop nave to be lateral,fealrened I.Dry senate cOmfaions,tattoos',Ice]altomme by attached saeidang or as specifted in engineering 2 !Joist not lo be treated met Mu martleal m cones,., , This design is valid until 10/18/2022 —Version 19 80,180 Powered by iStructim CSD I Rfl.. Client: Date: 12/17/2019 Page 32 of Project: Input by: 303 isDesigll Address: Job Name: 19662--SECOND FLOOR Project 11: RED ROCK CREEK COMMONS J17 PWI-47 11.8751e - PASSED Level:SECOND Floor I II z IiiiiiiiiilAiiiiimiiiliiiiiiiiiiiiiiiiiiiiliilllgiiiiiiiiiiliiilillilliiiiiiiiilNiilliiiiiiiiill /' ° A• 'f 11 7/8" u ,.x , _ .-,...,- _ 8 / l Hanger(IUS2.37111.88(Min)) _ 2 SPF 3 SPF 11'5 15/16" .1 10'9 1/16" ! !'2 5/16" 22'3" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 366 247 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1084 732 0 0 0 Deflection LL: 480 Load Sharing: No 3 330 223 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 70% 246/409 655 L_ D+L Hanger Analysis Results • 2-SPF 5.500" 79% 734/1088 1822 LL D*L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2.125" 63% 221/386 608 _L D+L Neg Moment -1898 ft-lb 11'5 15/16" 4280 ft-lb 0.443(44%) D+L LL Pos Moment 1538 ft-lb 4'10 5/8" 4280 ft-lb 0.359(36%) D+L L_ Shear 930 lb 11'5 15/16" 1705 lb 0.546(55%) D+L LL LL Defl inch 0.070(L/1962) 5'6 7/8" 0.285(U480) 0.240(24%) L L_ TL Defl inch 0.106(L/1287) 5'5 3/4" 0.570(U240) 0,190(19%)D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Cons). 1.25 Comments 1 Part.Uniform 0-0-0 to 22-3-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-2-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �aD PROP �Fp' ,4G1NF.Ss>O 9405 �' 2i\, ft Exp. 12-31-2020 OREGON Certification is to verify the joisVbeamAruss to carry the loads ..1/4 shown and/or for repair design.The applied loads, (/4 V22,`9� dimensions,and field conditions info was provided by others. .t !Q ' The loads and dimensions must be verified and approved for TRc'hr a��\"' Digitally sealed the specific application by the project design professional. 1.l(v M- 3` Jan.2,2020 Notes chemicals 5.Promo lateral supped ar sddnni points to avoid Ma tiuf8CR1'' 'lt'' Calculated Structured Designs is nesponsble nob of can Handling&Installation lalMldmptSamene and mason "n Pacific Woodtech CorpstrucMal adequacy of this romponeet based ar IFtG.Web oadnea for pia bad nc eS IAirmml design miners and loadings COO It is tto. I.Refer te flangesl cop not tialaranuec point loadroots t�o pow en inc ma 1850gton WAAe rcsporn blity of the customer andror Me contractor to 2'd,,,,,toahanml9 deter still ncr tua�s olio hole y-for hat rests go�nao nropa drainage w prclront Burlington. 98233 Dona zsum One eridto verify sdmensi of de intended chart.bridging details,multi-ply fastening details and wnwu. padre 85 umber.arm;o venal the dimensions and bads. Damage IJoisin delays wtaw.paeifiewoodlech.rqm Lumber 3.Damages hoists must not toe used ICC-ES ESR-1225,APA PR-L262 I.Dry service conditions,unless noted anpiwise -I.Design assumes top flange to be laterally restrained 2 Waist net to be treated wit fire roInitt rra a corrosi a by attached SFCalM1ing or as specified in engineering n0.p5 This design is valid until 10/18/2022 Version 19.80.180 Powered by iSlruce" gnaw CSDI Fr4 Client: Date: 12/17/2019 Page 33 of ' Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor III? 'l1IM 1.11IIW 11IIIII€HE T---_ 'IllinirlIII,II§ "[till 3 1 . I ' II 1 a .°., a.S"` "_ / I 1 Hanger(IUS2.37/11.88(Min)) 2 SPF 3 SPF / 11'5 15/16" � 10'9' `�2 5/16" 22'2 15/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24-o.c. Design Method: ASD 1 367 247 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1068 721 0 0 0 Deflection LL: 480 Load Sharing: No 3 329 222 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" S geaYlO General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 70% 246/409 655 L_ O+L Hanger Analysis Results 2-SPF 5.500" 78% 724/1072 1796 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2.125" 63% 221 1385 606 _L D+L Neg Moment -1688 ft-lb 11'5 15/16" 4280 ft-lb 0.441(44!) D+L LL Pos Moment 1540 ft-lb 4'10 11/16" 4280 ft-lb 0.360(36%) D+L L_ Shear 930 lb 11'5 15/16" 1705 lb 0.545(55%) D+L LL LL Defl inch 0.070(L/1962) 5'6 7/8" 0.285(L/480) 0.240(24%) L L_ TL Deft inch 0.106(U1286) 5'5 3/4' 0.570(L/240) 0.190(19%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 22-2-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 11-5-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 11-5-15 to 13-0-13 0-10-8 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-7-8 ��PE.D PR CIA- --, 4 Part.Uniform 13-0-13 to 22-2-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 P rF.C.. .�C?I N F� /0 gy� 4' 9405 "9 2-Q � Exp 12-31-2020 { lnfl OREGON Certification is to verity the joist/beam/truss to carry the loads ✓& 1‘ shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. V 22 a` !!Q. The loads and dimensions must be verified and approved for '9 ,_ n V� Digitally sealed the specific application by the project design professional Rp r`N M, Jan.2,2020 Notes chemicals 5.Proud:lateral supped at basing points to avid &1n:r.ltc'nr.., InrG Calculated alrucluted Designs is responsible only or the Handling8 installation lateral tiiseners lens and relation Pacific Woodtech CorplotshownMinimum structural adequacy of this component basal on She I. tangosmasl not tbe he Joistloadsoaring Refer product i.loop holn t.For flat roofs proade proper dosage to Mires Burlington.WA 98233 nisi/arability Su of the customer ardor the contractor to eels,f,loaning demi i-pl tanteables.uab hole penning ensure :na component sutaoeity of the intended chart bridging details,multi-ply fastening details and (888)707-2285 application and to verify the dmenslore and bads hannag'eredion details wtwl.pacificwoodlech.corn Lumber .'.Damaged!Joists must not be used ICC-ES ESR-1225,APA PR-L262 I.D scarce condors-6 unless rasa vhurvise e_ Degn assumes lop Range la be laterally restrained Dry y attached silencing or as speabed in engmoervlg 2. Joist not to be Ironed with fire roans or autosvr. ,oleo This design a valid until 10/18/2022 Version 19.80.180 Powered by i5tructmt CSD I o swat men s Client Date: 12/17/2019 Page 34 of Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor III1t1Ii1IIIIIll111 h IIIt11tIt1uIlItthI111II1lIWI111I11111II1I1111111ttuuIlIIIIt1ll11111MIII IIIIIIIIIIIIIIIIIIINII1111 IIIIIthIllmmI1111NI I11I11111I111NIII11NI1 11I11I1IIIlhIIIl1IIII ' ..._. „.... 11 7/8" / 1 Hanger(IUS2.37/11.88(Min)) 2 SPF 3 SPF / 12'10 9/16" '� F! 9'4 1/4'/ 2 5/16" 222 13/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 426 288 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1091 736 0 0 0 Deflection LL: 480 Load Sharing: No 3 250 169 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<_100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 79% 286/450 736 L_ ❑+L Hanger Analysis Results 2-SPF 6.750" 80% 740/1096 1835 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2.125" 53% 167/342 509 _L D+L Neg Moment -2030 ft-lb 12'10 9/16° 4280 ft-lb 0.474(47%) D+L LL Pos Moment 1955 ft-lb 5'5 15/16" 4280 ft-lb 0.457(46%) D+L L Shear 1008 lb 12'10 9/16" 1705 lb 0-591(59%)D+L LL LL Defl inch 0.100(L/1532) 6'2 1/4" 0.320(U480) 0.310(31%) L L_ TL Dell inch 0.159(U964) 6'1 1/2" 0.639(L/240) 0.250(25%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 12-9-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-2-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 13-0-13 to 22-2-13 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �SO PRpFkS •C� �GlNE� s'o 2 9ap5 29 Exp. 12-31-2020 ln/1 OREGON Certification is to verify the jolst/beamAruss to carry the loads shown and/or for repair design.The applied loads, dimensions,and field conditions Info was provided by others. vG4 Y 2'�r 1911 rrQ The loads and dimensions must be verified and approved for 9�A f1 ....se Digitally sealed the specific application by the project design professional. °N 1• Jan.2,2020 Notes chemicals 5 Fronde lateral wooediJc nnfnctu rer Info re bearing poles to avoid Calculated ehuqured Designs is response only of die Handling&Installation lateral displacement and relation Pacific Woodtech Corpstabbrat adeg00Ci Of this component based or the I nWst throes must not be cut ordrdied p6 wan oade Deanne lfor,Gel Ie ad a5 es IAinIRNRI design et,y or ono loadings stgrvn It ;s theRefer J For liv idols 00n proem inches 1850 Park Lane responsibility of the customer ander Me contractor to 2'details for framing tngg details.atiAnerrtdedies.twee hole r' n idols nimble propca drainage to proven) Burlington,WA 98233 ensure the component swlabitiry or Me intended chary_bridging details.mUli.ly fastening decals and pending (888)707-2285 application.are to verity the dimensions and bads handling/erection dales www.paaftcwoodtech.com Lumber 3 Damaged Deism must not he used ICC-ES ESR 1225,APA PR-L262 1.Dry service conditions.unless nand others"so .t Design assumes top flange le be laterally restrained 2.!Joist not to lee treated Miltry u retardant a encosvc '�y attached sheathing or as specified In engineering edits This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM CSD I _W Client: Date: 12/17/2019 Page 35 of Project: Input by: ' 303 r isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor I (i'E' �' l ' ill! 1" Ill I' I It[til3 I 7 j i i I ;; y't r^r `zq• -., 2 tllA1.IalM.tl li 3 iR U4ll1fU 13 i i I � I .. 1��1 ,Itj III' , r I I 4�,III 1 f$I 11111111111111110 111 to / I(,1 Hanger(IUS2-37/11.88(Min)) L SPF 3 SPF 12'11 3/16" 9'3 9/16" / "/• / 2 5/16" 22'2 3/4" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 437 295 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 949 641 0 0 0 Deflection IL: 480 Load Sharing: No 3 125 84 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100'F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 80% 294/452 745 L_ D+L Hanger Analysis Results 2-SPF 5.500" 70% 643/953 1597 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SPF 2.125" 31% 82/219 301(-9) _L D+L(D+L) Neg Moment -1844 ft-lb 12'11 3/16" 4280 ft-lb 0.431(43%) D+L LL Pos Moment 2004 ft-lb 5'6 3/4" 4280 ft-lb 0.468(47%) D+L L_ Shear 999 lb 12'11 3/16" 1705 lb 0.586(59%) D+L LL LL Defl inch 0.101 (U1519) 6'2 1/2" 0.321 (L/480) 0.320(32%)L L_ TL Defl inch 0.164(U937) 6'2 1/16" 0.642(L/240) 0.260(26%)D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Tie-down connection required at bearing 3 for uplift 9 lb(Combination D+L,Load Case L_). 3 Compression edge bracing required at 9'8"o c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 22-2-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 12-9-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 lie-In 12-9-15 to 22-2-12 0-3-8 to 0-3-6 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF��N. DrIS PR4�FV� �5 ,t1G1PJF� /o 9405 '9 29 / cr Exp. 12_-31-2020 t.v'+ r OREGON(\ Certification is to verify the joist/beam/truss to carry the loads V shown and/or for repair design.The applied loads, ��-11 }+22 a 19 �© dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for 'Q/Q .� Digitally sealed the specific application by the project design professional. ON ,A Jan,2,2020 Notes chemicals 5.Provide lateral sulpon at Coaled points to aven "t•t,' '''' Calculated Slrtpnac Designs is rasppn based only orlateral displacement and rotation Pacific Woodleeh Corp Handling&Installation e.Web aenenen for pant load as shown rdmimum structural adequacyy of this oomporent based on the i Rest flanges moot not be cut or drilledpond point load o is pr Iwo.op.5 inches 1850 Park Lane dew, ageda and beams chow" n is hie 2,Refer to latest copy or the flap product inrormarion 7.For flat roots invade proper drainage to prevent Burlington.WA 98233 respon ibitee of the co-sterner ander the connecter te dotal!,for barring dotal,.softener tables.web hnd pending 1888)707-2285 ensure tM i deponent suimbh4' of 'Ito dt. Chrtdccydgirp details.multiply fastening details and application and to wady the dimensions andbadf. handlonfereceon demos www.pacificwoodlech.com Lumber Oamagod[forms must not be used ICC-ES ESR-1225,APA PR-L262 .o moons.uNuss',fad Xherv�sa '' cevrgn assumes top Ilona°in he lateragy restrained I On,service con ity attached shoalhirvl or as specified in engineering 2.IJoist not to tetrca2tl+dlh Lre ro4:manl or cc'main: ;n:es. This design is valid until 1011812022 _ Version 19.80.180 Powered by iStructn" CSD IRA, . Client: Date: 12/17/2019 Page 36 of Project: Input by: 303 isDesl n Address: 3 Job Name: 19662--SECOND FLOOR .ir'' Project ft: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level SECOND Floor I111#Illlllllil#lillll#lll 1011I IIIllllliiil#I#NoNlillilllll#I1111I1 Jllmilliiillh,I# 1#11iiiil#II fltllll#llfllllll##ll#llll #IIIIII#ll#lll#Ill#Illll II#Illlll#ll#Ill#Il#11##ll##lull##11#ll#Il#ll#lull . I / Li I SPF 2 SPF .," ,x.. ......,.. / 1 3 SPF 10'8 3/4" "I 11'11 9/16" y2 5/16" 22'8 5/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 285 192 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 960 e48 0 0 0 Deflection LL: 480 Load Sharing: No 3 343 231 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 55% 191/338 529 L_ D+L 2-SPF 5.500" 70% 650 1963 1614 LL D+L Analysis Results 3-SPF 4.250" 50% 230/379 609 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Meg Moment -1707 ft-lb 10'8 3/4' 4280 ft-lb 0.399(40%) D+L LL Pos Moment 1415 ft-lb 17'6" 4280 ft-lb 0.330(33%) D+L _L Shear 831 lb 10'8 3/4" 1705 lb 0.487(49%) D+L LL LL Defl inch 0.066(U2123) 16'9 11/16" 0.292(U480) 0.230(23%) L _L TL Dell inch 0.101(U1387) 16'10 3/4" 0.584(U240) 0.170(17%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-8-5 0-9-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-8-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF RFD PROFF sy ccliC9 4/ 9405 9 ? ,' Exp 12-31-2020 I OREGON Certification Is to verify the joist/beam/buss to cany the loads shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. -I4''2+�r\g !4 The loads and dimensions must be verified and approved for 7 p Se 'Digitally sealed the specific applIcation by the project design professional. ON M M.CI1Jan.2,2020 Notes chemicals 5.Provide lateral suppon at bearing poops to avoid Nt'1O1't`clitror it l'0 Counted Structured Domes is responsible only or boo Handling&Installation lateral displacement and relation structural adequacy of In;s component based an elk 1 Ilolsl fian9es moat sot be nit or domed 6p wab oad beating i ro,prim loatl ns e Minimum 18Pa50 ark Lathe Corp deg," mte°a aM "6"gs shave. e rs nle For eat roesdproadoh 1'unn IS inches Burlington,rli gn Lane responsibility of the customer anceor lee contractor to det2.Rercr to feted Copy et the Uaisl yroauq i,alb M1de ).for flat roofs provide prapa tlminagc to pmvent mane the om nent suitabshade rid naming s mulails,i-ply st Inbles.wab M1d ponairg (888) 07-WA2898233 apphcauon,and to verify the dimensionsfan theoadse nandynynredionng Beta multi-ply fastening dews and www.pacificwoodtech.com hamaged ranionmust n rowW.paGSR-12dla 5APAm Lumber a Design ssumes roue not be be i ICC-ES ESR-1225,APA PR-1262 1.Dry service conditions.unless noted StF.ervnse .1 Design$s°mes top flange to be laterally restrained 2.[Joist not to be boated with floc retank nt or carrosivo by attached sheathing a as specified In engineering hales This design is valid until 10/18/2022 Version 19.90.180 Powered by iStruct"' CSDICRAW Client: Date: 12/17/2019 Page 37 of ' 303 ' Project: Input by: a isDesign Address: Job Name: 19662--SECOND FLOOR a*sme A C� Irt Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor l,1jIIlp ;, ) Illif 11 `1 1 , I' I ;1 ; I II Ilt': ll s 11 flflJfllllluIllllllM!HIllllIllIllllIHllHulllIllllllOhI 1 i 1111111111111111111111 , o 11 7r8n' u1 SPF 2 SPF 3 SPF / 10'8 7/8" I I 11'11 7/16" '42 5/16" 1 22'8 3/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 326 220 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1098 741 0 0 0 Deflection LL: 480 Load Sharing: No 3 391 264 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- I FloorOSB Nailed and Importance: Normal Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 63% 219/386 605 L_ D+L 2-SPF 5.500" 80% 744/1102 1846 LL D+L Analysis Results 3-SPF 4.250" 57% 263/433 696 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1952 ft-lb 10'8 7/8" 4280 ft-lb 0.456(46%) D+L LL Pos Moment 1615 ft-lb 17'6 1/16" 4280 ft-lb 0.377(38%)D+L _L Shear 949 lb 10'8 7/8" 1705 lb 0.557(56%) D+L LL LL Defl inch 0.075(U1860) 16'9 3/4" 0.292(1/480) 0.280(26%)L _L TL Defl inch 0.115(L/1215) 16'10 7/8" 0.584(U240) 0.200(20%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ---, ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 22-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF Grp PRO,c,, `c;S!�GINfiF,`r/O w 9405 -r •; Exp. 12-31-2020 ( it—in..." OREGON Certification is to verify the joist/beam/truss to carry the loads ✓ (0 shown and/or for repair design.The applied loads, �4 I'ZZ ti9 !+0' dimensions,and field conditions info was provided by others. 'Q,9 [+ Digitally sealed The loads and dimensions must be verified and approved for R�� M.a� Jan.2l seal the specific application by the project design professional. cherdcals 020 5 Prorde lateral support at booing points to avoid h 't Notes Iam21 NmIMeTCnt an(1 raalbn Calculated Structured Designs Is responvble only of the Handling 8 In must ll tion s.web stiffeners fa pgm roan as shown minimum Pacific Woodleeh Corp structural adequacy of Inns component based on the I,dasl flanges must nal be cut or sacs point load bearing lengthhe 3.5 moos 1850 Park Lane Resign cntena and tomerps shmm. h is Inc 2 gefor lo latest copy of the Joist product sntamati le /.For flat roofs provide proper drainage to prevent Burlington.WA 98233 respon ton et Ole customer anchor the contractor:o dews for fraerng details.stiffener fades.web brie pending (88g)707-2285 ensure tee component sutlab,Fty of the Intended chart bewatee dews,mvlli-ply fastening demds and pplicanan and to verily lb:dimensions and beds hamling4recnondotaus www.pacific oodtech.cony Lumber a.oeeoagda uoims mum not be used ICC-ES ESR-1225,APA PR-L262 L D soNu-o conditions.vMc"e ndat o'hcrw¢o t Design assumes top flange io be laterally restrained ry I.y adartmd s'trealhiny er as apssif d in rngmeering z.ram na lobe treated.w;m ro>mtamom a cormsi+n o,es. The design is valid until 10/18/2022 Version 19.80.180 Powered by IStruct a CSSD I oe`sian Client: Date: 12/17/2019 Page 38 of Project: Input by: 303 a isDesign Address: Job Name: 19662--SECOND FLOOR ' "' Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor IIIIIIIINIIIIIIIIIII1IlIIIIIIitili OillllollllllllllllllllllllllNlilluiiill IIIIIIlIIitIIIIIIIIIIIIIII IiiilililillliiiiiiillNllllliiilliiliiiiiiiiiliiiiliiililllliliiilllilNiiil IIIIIIIIIIAIIIIIIIIIIIII! If I 111 7/8" 1 SPF 2 SPF 3 SPF 10'9 1/16" 'I 11'11 5116" y2 5/16" 22'8 3/8" ' Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 327 221 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1098 741 0 0 0 Deflection LL: 480 Load Sharing: No 3 391 264 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1!2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 219/387 606 L_ D+L 2-SPF 5.500" 80% 744/1102 1846 LL D+L Analysis Results 3-SPF 4.250" 57% 263/432 695 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1952 ft-lb 10'9 1/16" 4280 ft-lb 0.456(46%)D+L LL Pos Moment 1612 ft-lb 17'6 3/16" 4280 ft-lb 0.377(38%)D+L _L Shear 949 lb 10'91/16" 1705 lb 0.557(56%)D+L LL LL Defl inch 0.075(L/1863) 16'9 7/8" 0.292(L/480) 0.260(26%) L _L TL Defl inch 0.115(L/1217) 16'10 15/16" 0.583(1./240) 0.200(20%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Tdb Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF tiPV PROP 9405 9 \ Exp 12-31-2020I lxsv1 OREGON Certification is to verity the joist/beam/truss to cony the bads �� �A shown and/or for repair design.The applied loads, Y22,tg dimensions,and field conditions info was provided by others. / ! The loads and dimensions must be verified and approved for "QL> G� Digitally sealed the specific application by the project design professional. �"ii©N M,A Jan.2,2020 Notes chemicals 5 Rends lateral support al bearing points to avoid Ma ru i;ivil Iris;into Calculated SIMclwetl nes<Jna is respanebo only of the Handling&Installation formal displacement and rmatbn vrw:fw l edeeuary of this component based on the 6 web sheenen for point load as slwvm Minemum Pacific LaWood eeh Corp design criteria and this sown It is the 1 'Joist flanges must not beat or dolled point wad bearing eosin=as inches 1850 Park Lane respmsibiy of ere customer and/or the contractor l0 2 demusl for frami latest ng detains stiffener tablest product nmoD hole formation r or bat.roofs prouvJs Propel drainage to IAevenl 6Uf11ngiOn,WA 98233 onions tile component suitability of the intended chart.b doing details,mullildy imienin,detain and pending application.and to verify the 6menvors and bads. handling/erection details w8"tpaci cwo isosisICC-ES cificwoedlech.com Lumber ;t oamegedtumes must not by used ICC-ES ESR-1225,APA PR-L262 1_Dry service pmidllOns.ubuss rioted dnemix 't.Odeon aswmes top flange to he laterally restrained 1.IJoist not to be tooted with Are retnreanl or conovve Ito attached sheathing air as sPedfcd in engineeringnorm. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct"a CSD I pedw vire r Client: Date: 12/17/2019 Page 39 of Project: Input by: ' 303 JsDesJgn Address: Job Name: 19662--SECOND FLOOR y'rere... Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor i ' : !3 1111 1+ S . 1Bi i1 €ti1{I1ft111 6rii1{E'f1f1 1 . I l 111E 11 1111 11 1 k t' 1411 hill III t 1 1 j 11 }r,' - 11 IIII/II 1 HL I, lll1 1Hllh1 & do 1 SPF 2 SPF 3 SPF 10'9 3/16" 'r 11'11 VLF / '7/ 2 5/16" 22'8 7/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASO 1 327 221 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1098 741 0 0 0 Deflection LL: 480 Load Sharing: No 3 391 264 0 0 0 Deflection IL: 240 Deck: 7/0 APA Rated Sturd-I- importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" S gearin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125' 63% 2201 387 607 L_ D+L 2-SPF 5.500" 80% 744/1102 1846 LL D*L Analysis Results 3-SPF 4.250" 56% 262/432 694 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1952 ft-lb 10'9 3/16" 4280 ft-lb 0.456(46%) D+L LL Pos Moment 1610 ft-lb 17'6 1/4" 4280 ft-lb 0.376(38%) D+L _L Shear 948 lb 10'9 3/16" 1705 lb 0.556(56%) D+L LL LL Defl inch 0.075(U1866) 16'9 15/16" 0.291(U480) 0.260(26%) L _L TL Defl inch 0.115(U1220) 16'11 1/16" 0.583(L/240) 0.200(20%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 22-8-7 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-8-7 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �QFC PROF.S ,E,, vIG1N £$, s/0 `i 9405 9 217, 1, Exp 2-31-2020 O s OREGON Certification Is to verify the joisi/beamitruss to carry the loads ✓(i .t'L shown and/or for repair design.The applied loads, 94 r 22 \9 O dimensions,and field conditions info was provided by others. �r The loads and dimensions must be verified and approved for T,Cir, .r Fr Digitally sealed the specific application by the project design professional. �'Y NI. Jan.2,2020 • Notes n teals 5.Provide lateral support al bearing paints to avoid I L,'''t-Ur[nits teaal displacement and rota bon Calculated Slmelured Designs is responsible only or the Handling S Installation 6.wen stiffeners far point load as shown Ifnanurn Pacific WOOdleeh Corp lI structural adequacy of this mmpone,based on the I.IJorst flanges oust not ha al or heed pant load beanng lengtn>n 35 inches 1850 Park Lane I design criteria and loadings snows It is the 2.Refer Ib totem copy of Me[Joist product information 7 per flat roofs provide?roper drainage to peer", Burlington,WA 98233 I retenne illly el rite cealonwa and or Ito wnbaUor IC derails for framing details.sttlfe-ner rabies,web hole pending enepre the component suitability of Ms intended chart,bridging details.mytliyly faitaning details aid (888)707-2285 l appticatieer and to"erlly the 6mMsioM and loads hanOlinnerectinndclads www pauficwoodtech.Com Lumber 3 Damaged 110m1s most not CO aacd ICC-ES ESR-1225.APA PR-L262 ,DryervicCcmations,unless ivnred�rnenvim 'r D m Design assumes top flange le be laterally restrained r s ry attached sheathing or as spcorred in engineering 2 Joist not to be treated rdlh am retardant or wrma..e .,,;pa This design is valid until 10/1812022 Version 19.80.180 Powered by i5vuctTM WPM D m t+n . Client: Date: 12/17/2019 Page 40 of Project: Input by: 303 isDesign Address: Job Name: 19662—SECOND FLOOR irolirairla Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 100111111111111111111I 01111I1111111111111I1111111111I1111111111I11111IMII IIII1111111111111I1I11111 IIIA1111mimpiIIIIIIIIIIIIiIIII m ll1i11 ado IIIIIIIIIHIIIIIIINom IIINIIIIllim IIIIII in I"�..,_ _. ...,.. a•. . ... - �.: fl 1 7/8" I SPF 2 SPF - 3 SPF / 10'9 3/8" '� if 11'11 1/8"/ 2 5/16" 22'8 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 328 221 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1098 741 0 0 0 Deflection LL: 480 Load Sharing: No 3 390 263 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<_100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125' 63% 220/388 608 L_ D+L 2-SPF 5.500" 80% 744/1102 1846 LL D+L Analysis Results 3-SPF 4.250" 56% 262/432 694 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1953 ft-lb 10'9 3/8" 4280 ft-lb 0.456(46%) O+L LL Pos Moment 1607 ft-lb 17'6 3/8" 4280 ft-lb 0.375(38%) D+L L Shear 948 lb 10'9 3/8" 1705 lb 0.556(56%) D+L LL LL Defl inch 0.075(U1868) 16'10" 0.291(L/480) 0.260(26%) L L TL Defl inch 0.114(111222) 16'11 1/8" 0.582(U240) 0.200(20%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1,15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 22-8-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part Uniform 0-0-1 to 22-8-8 1.0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �-_,Cl PRO ,@ ,c4G1NECfi`��'i0 4' 9405 ' 2-7 r; ''..C..— Exp. 12-31-2020 OREGON Certification is to verity the joisVbearnitrusa to carry the loads shown and/or for repair design.The applied loads, �(/f Y 22 r t9� dimensions,and field conditions info was provided by others. ! The loads and dimensions must be verified and approved for 1'9� 1V 'Digitally sealed the specific application by the project design professional. OIV M,A I Jan.2,2020 Notes chemicals S.Prov,do lateral sawed at bearing points to mom '1 iatiuluCtnrer Info Calculated Structured Designs is responsible only or the Handling 8 Installation lateral Web anat alun Pacific Woodtech CorpStmebaal adequacy or Ibis component based m the I.IJdatna es roust nor to wl nrdriled a web oatdaners gl point load as esown IAilimtm design criteria and loadings shown It n Inc ^9 Paintogat dbesdpr hide MOW drainage drains Burlington, Lane responsibility N the customer and'or the contractor to 2 RClpl m laical framing copy of Me stifle proems information, bere ]_ppeendgal reels provide Wopar dra'vgge to present aurlington,WA 96233 details far rmrrong detail,stiffener tables,wep bolo Ce6Ym nnc dre nerest subbing of Ne dMeMed hd=p,,idgincdon date m141*'3"en4g alert'''anti vAvw.p ciftcwo dpplUllel.dM f0 vQliy IhC dimen6ipna N1d IO ad S. ItatVJTgICtCC4en dMal6 Lumbar 3.Damaged lack must not be clad www.pacif�cwootltech.com :.Design assumes top Serge m be laterally restrained ICC-ES ESR-1225,APA PR-L262 I.ON teroce conditions,unless need otnemose by attached srealhitg a as spedfied In engineering 2.IJoisl not le be treated With roe rotordant of dorestve rooks. This design is valid until 10/18/2022 Version 19.80.180 Powered by 15trucP" CSD I be°arca uns Client: Date: 12/17/2019 Page 41 of ir s 303 e Project: Input by: Design Address: Job Name: 19662—SECOND FLOOR + =-- Project#: RED ROCK CREEK COMMONS J17 PWI-47 11 .875" - PASSED Level:SECOND Floor I II fl&� 1II11111111l1NIIII 111111II111111Illlll111►Illlllhl111111INIIIl1. 1IIIIIIIIIIIIIIIIlll1 ,,-- ,, .. z.` € :. 1 .^^ »:s.. .-;Z nSc .e ,.mS- w , 3 it Sri-P$-=t� °` • ,.s`''" -.u,,„..„ �< _ss: <.. .. ,., 7/8 1 SPF 2 SPF ».._.".�,....�." 3 SPF / 10'9 1/2" "1}- 11'11 1/16" y2 5/16" / 22'8 9/16" Member Information Reactions UNPATTERNED lb(Uplift) j Type: Joist Application: Floor Brg Live Dead Snow Wind Canal Spacing: 24"o.c. Design Method: ASD 1 329 222 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1091 736 0 0 0 Deflection LL: 480 Load Sharing: No 3 390 263 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1!2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React OIL lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 220/388 608 L_ D+L 2-SPF 5.500" 80% 739/1095 1834 LL D+L Analysis Results 3-SPF 4.250" 56% 262/432 693 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1952 ft-lb 10'9 1/2" 4280 ft-lb 0.456(46%) D+L LL Pos Moment 1604 fit-lb 1 T6 7/16" 4280 ft-lb 0.375(37%) D+L _L Shear 943 lb 10'9 1/2" 1705 lb 0.553(55%) D+L LL LL Defl inch 0.075(L/1872) 16'101/16" 0.291(LJ480) 0.260(26%)L L TL Defl inch 0.114(L/1225) 16'11 1/4" 0.582(LJ240) 0.200(20%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 10-6-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-8-9 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 10-6-11 to 11-0-3 0-5-11 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-8-11 cD PROF 4 Part.Uniform 11.0-3 to 22-8-9 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 P ,�,`CL G,N s 061 '.e, 9405 "9. 17 /"; Exp. 12-31-2020 ( Ln/" OREGON Certification is to verify the joist/beam/truss to carry the loads ✓� 14, shown and/or for repair design.The applied loads, (e22,\9 !9 dimensions,and field conditions info was provided by others. .A [+ The loads and dimensions must be verified and approved for rpo c : Digitally sealed the specific application by the project design professional. Q IJ M. rs Jan.2.2020 chemicals 5.Rovide lateral wmerl al dmnng points to av tier :::.n!n_islr�r!t i, Notes lateral displacement and salon calculated Structured Designs Is fesponslba orgy n the Handling&Installation 5 woo flatterers tar polm mad as shown F.iirimgn Pacific 1Noortt Lan ch Corp structural adepuaty of Ole comporeoi baIt on the I.IJoest pongee must not beeul oranlled Pole loadreefs 0,kngthee 3.5 inches 1850 Park Lane deign cntena and looters she.ee It le to 2 Refer to latest copy of the!Jost productinfarmaeon 7.For fiat orovAe proper drainage to prevent Burlington.WA 98233 re Ponelblin et the avatomee mac,Ne ifennaror to details for haring details.stinvevr tames.web hell Pending (888)707-2285 the dime ensure the component dinnekily of the nt+.emded chart Mibgitq metals,multi-ply festsning metals anal appecaeen.and to verify naare and leads handlingleraton dmaas www.pacificwoodleeh.corn Lumber ,, namagee 1.1ams met not be used ICC-ES ESR-1225.APA PR-1262 I I.0 se^nce conaltbns.unless utter,anor:>sc w9go assumes top flange to be laterally restrained N aY alto Ted shcaih,ng of as spedhem in ongtndettnn 2.IJpsl nolbb0lreafem'.vlfr n.e rota,,�lntu unnerve roes. This design is valid until 10/113/2022 Version 19.80.180 Powered by i5 05 fl•' CSD I puMkl Client: Date: 12/17/2019 Page 42 of Project: Input by: 303 isDesign Address: Job Name: 19662—SECOND FLOOR T+ Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 110 I III III III 11 I ` I 2 IIIIIIIIIII1III1NIIIII1IIIIIII111IIII11I1I1III1I 1 111111111111111111111111111111111111111111111111 I117/8" / 1 SPF 2 SPF 3 Hanger Iy 13'1/16' 1. 9'2 7/8" `y2 5/16" 22'2 15/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 432 291 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1103 744 0 0 0 Deflection LL: 480 Load Sharing: No 3 244 165 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 78% 290/454 744 L_ D+L 2-SPF 5.500" 81% 748/1108 1855 LL D+L Analysis Results 3- 3.000" 45% 163/341 504 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -2043 ft-lb 13'1/16" 4280 ft-lb 0.477(48%)D+L LL Pos Moment 1990 ft-lb 5'6 5/8" 4280 ft-lb 0.465(47%)D+L L_ Shear 1023 lb 13'1/16" 1705 lb 0.600(60%)D+L IL LL Defl inch 0.103(U1504) 6'3" 0.323(L/480) 0.320(32%) L L_ TL Defl inch 0.164(L/943) 6'2 1/4" 0.645(U240) 0.250(25%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'6"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 22-2-12 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-1 to 22-2-15 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 9405 �-F Exp 12-31-2020 OREGON Certification is to verify the joist/beam/truss to carry the loads �� 9� shown and/or for repair design.The applied loads, `'22., dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for 9 <'gh �.[" Digitally sealed v the specific application by the project design professional. ,,77 f�( NI.a`" I Jan.2,2020 Notes chemlcars 5.H0Nd0 latttal sup000 al boating pools to avoto M:tnUferturor Info Calm/mod StexNred oes:5ns a responsible only a tie Handling&Installation lateral displacement and romuon Pacific Woodlech CorpsINCWraI adequacy of lids component based co the 6.web loadadenons fox pant load as shown blinesen design criteria and Ithis co shown II is the I.Lefor olst flanges must not be cut or drilled point bearing 0100 Pr 35 inches 1850 Park Lane responseek of we Cu4lanmf andtor Ih0 contrader to 2 detailst ler o fami detains stiffener tableducts.web hole ico 1.For Cal rook proxae ProDen drainage to Prey", Bud ington'WA 98233 ensure the component dmeblty of the intended shad.bridging details.Tall)-ply fastening details and pending (888)707-2285 appecaton and to verify Me 61nM910n4 antl toads. handling/erection details www,pacificwoodtech.com Lumber 5 Damaged Weis most n01 b0 used ICC-ES ESR-1225,APA PR.L262 1.my smllce<Mdlgns.enless nmN otherwise 4.7oaign assumes lap flange to be laterdly redr8ned 2 (heelhe1ot to be treated crh Oro retarsted olnt a CerroSIve Ify anladtad sheathing IX as speared In M9PICb;ng noes This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructo C D I559W Client Date: 1 2/1 712 01 9 Page 43 of Project: Input by: 303 ' isDesign Address: Job Name: 19662—SECOND FLOOR --r Project#: RED ROCK CREEK COMMONS J17 PW1-47 11.875" — PASSED Level:SECOND Floor --FDTt1)11flW", t.l !Hit- irrH) i 1 t 1 II t 11'fx'l ') ` 'i l 'i ' 'll , . ) Illiiiji j i1 : .i1. i 11111111011111101111111111111111111 ;r LI .� .._. / 1 SPF 2 SPF 3 Hanger 13'3/8" if 9'2 7/16" "2 5/16" 22'2 13/16" Member information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 396 267 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1027 693 0 0 0 Deflection LL: 480 Load Sharing: No 3 250 169 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<_100`F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 71% 2661418 684 L_ D+L 2-SPF 5.500" 75% 696/1031 1727 LL D+L Analysis Results 3_ 3.000" 45% 167!340 507 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1930 ft-lb 13'3/8" 4280 ft-lb 0.451(45%)D+L LL Pos Moment 1853 ft-lb 5'6 9/16" 4280 ft-lb 0.433(43%) D+L L_ Shear 909 lb 13'3/8" 1705 lb 0.533(53%) D+L LL LL Defl inch 0.096(L/1612) 6'3" 0.323(1../480) 0.300(30%) L L_ TL Defl inch 0.153(Li1014) 6'2 5/16" 0.646(L/240) 0.240(24%) D+L L_ Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-1 to 22-2-13 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-2-0 to 11-6-3 0-10-7 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-10-7 3 Tie-In 11-6-3 to 13-0-6 0-7-15 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF fcs,FO PRaFFS 0-0-9 �C' G 1 N So 4 Tie-In 13-0-6 to 22-2-11 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0( �a 9405 ' l' Exp. 12-31-2020 Ls✓1 ©REGON Certification is to verify the joist/beam/truss to carry the loads r1U A', shown and/or for repair design.The applied loads, ( V22,\g Q dimensions,and field conditions info was provided by others. �f The loads and dimensions must be verified and approved for 7R 1V `Digitally sealed the specific application by the project design professional. {1J1. Jan.2,2020 Notes chednicals 5 Provide Imes wpecet at bearing points to avoid t "'I' I .' Calculated slareluma Designs is responsible only al the Handling&Installation 6.lateral Orioleement nlinimlert Pacific Woodlech Corp slnMural adequacy of this component based on the I.vast Mangey must let be at or drilled point loadbearina length>=35 inches 1850 Park Lane design allele anti Coatings shown. a is the 2.Refer to latest copy of Pao[Joist product inrttma5on I.For gal roots(toddy proper drainage to Peevenl Burlington,WA 98233 respensia'ury of the customer and of the wMador If details ref framing detail.sblfeper tabtes.'.WS hore pard'i - _ _ ensure the component svitabaiy of the intended chum bridging details,mcitiay famenimf details an (888)707-2265 _� application and to verily the dmenseans and bads hsglmq'att<tion detail wlYW.pacilicw000tact con Lumber 2 Damaged 1Jofvs must roil he used ICC-ES ESR•1225,APA PR-L262 I 1.Orysernce cplawns,uMnss rioted Pt/min-use ''- D5¢fl assumes top Mange to se laterally rnirained 2.!Joist nM to be treated rvidl rrc utted cf h or cnrrovvo ^/adadned sdealming a as spdtiGM in engineering '"a This design is valid until 10/18/2022 Version 19.80.180 Powered by IStruct^' CSD I oesi'r'.n r. Client: Date: 12/17/2019 Page 44 of Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor IlOIIIIIIIIIIIIII1mffivO IllO11 imiiiiI 1Illllllllllllllll Bill lloffillIIIIIIIIIIIiioli 1l11 11111111111111111IIII1111IIIII1I1111I111111M1111111IIIIIIIIIII11111111IIII1I1I1I1111111IIIIIIIl11111111 1 SPF 2 SPF - ...-.a 15 / 3 SPF / 117" 1. 10'9 7/8" / �2 5/16" / 22'4 7/8" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 332 224 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 980 661 0 0 0 Deflection LL: 480 Load Sharing: No 3 298 201 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=I00°F Ceiling: Gypsum 1/2" Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 62% 223/370 593 L_ D+L 2-SPF 5.500" 72% 664/983 1847 LL D+L Analysis Results 3-SPF 2.125- 57% 200/349 549 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1729 ft-lb 117" 4280 ft-lb 0.404(40%)D+L LL Pos Moment 1399 ft-lb 4'11 1/8" 4280 ft-lb 0.327(33%)D+L L_ Shear 841 lb 117" 1705 lb 0.493(49%)D+L LL LL Dell inch 0.064(U2151) 5'7 7/16" 0.287(U480) 0.220(22%) L L_ IL Defl inch 0.098(U1412) 5'6 1/4" 0.574(U240) 0.170(17%)D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-4-14 0-9-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-4-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 'S�ED PROfi`ckS%iS' •� tlGINF$. /0 9405 ' ' 29 Exp. 12-31-2020 • OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, !1 dimensions,and field conditions info was provided by others. `9��r��Y�2 s�91 v The loads and dimensions must be verified and approved for 7[, �. .'Digitally sealed the specific application by the project design professional. �"IION [n Jan.2,2020 Notes chemicals 5 Provide lateral support at bear int Waring pos 10 ascot M'ontda''I`'"'hire Calculated Structured Designs is rasponvbk only of the Handling&Installation lateral displacement and tulal;on pacific Woodiech structural adequacy6.Web stiffener rot pow load as shown Warman Corp structural of this component based on UR I !Jam flanges must no be cut or drilled amPm<Musidliry of then customer9 thoren and,.One Wl ie nvactorll10 2 details ISor framing latest COPY of steel eoduct infonnalian ledas.sett hole J point roots Pprovi load beannp tle proper drainage m prevent Burlington,WA 98233 nosure the component sulabi5ry of we intended cban bridging detail,multi-ply faslen;rg details and perW"M (888)707-2285 appllcaton and to verily rho dimensions and loads hand);nclorecnon dmaes www paciticwoudtech.com Lumber 1.Damaged hoists must not be used ICC-ES ESR-1225,APAPR-L262 I.Dry service wmdlwms,unless noted Mnersose aOrrsi�manes top Range to be laterally restrained 2 Joist nal to be treated with Ore rctndanl or cpnus;vc dy a"thed Sh ea" w ae sped4ed le engmecrirp notes. Thus design is valid until 10/1812022 Version 19.80.180 Powered by iStruct" CSD I ow r Client: Date: 12/17/2019 Page 45 of rispeProject: Input by: 303 sign Address: Job Name' 19662—SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 111111110111111111111111111111111101111111111111111111111111111111111111111111111111111111111111111111 111111I1111111111111111111111I1111111111111111111111111111111111111111I p11111111111111111111111111111111 . - ._- , I 117/8" �.,..................:w _ -- -- „-.......may, ..- 6 / 1 SPF 2 SPF 3 SPF 117" i. 10'9 7/8" / `/'2 5/16" 22'4 718" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 369 249 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1091 737 0 0 0 Deflection LL: 480 Load Sharing: No 3 332 224 0 0 0 Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" s gearin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 69% 248/412 660 L_ D+L 2-SPF 5.500" 80% 739/1095 1835 LL D+L Analysis Results 3-SPF 2.125" 64% 223/389 612 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1925 ft-lb 117" 4280 ft-lb 0.450(45%) D+L LL Pos Moment 1558 ft-lb 4'11 1/8" 4280 ft-lb 0.364(36%) D+L L_ Shear 937 lb 11'7" 1705 lb 0.549(55%)D+L LL LL Defl inch 0.071(1../1931) 5'7 7/16" 0.287(L/480) 0.250(25%) L L_ TL Defl inch 0.109(L/1268) 5'6 1/4" 0.574(L/240) 0.190(19%)D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const, 1.25 Comments 1 Part Uniform 0-0-0 to 22-4-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-4-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��5) PROF ,,c�., ZsG I N E- `sr0 .tug 4 9405 1, / Exp. 12-31-2020 • OREGON Certification is to verify the joisbbeamAruss to carry the loads ✓6, ,t1 shown and/or for repair design.The applied loads, (Y22,,OJ !Q dimensions,and field conditions into was provided by others. The loads and dimensions must be verified and approved for "Q (v `Digitally sealed the specific application by the project design professional. ��N M,a Jan.2.2020 Notes chancels 5.Provide tat«al support at beano points to avoid Matttl iICU"r loft Calculated Structured Desgns Iz responsible only or me Handling&Installation dt«ald�sptacement andromtgn Pacific Woodtech CorpD6.Web slid Door al pool bad ns elwvii rd'tnimum structural adeqged. cy of thisoacomponent nbnit based on the 2.Refetr tooeges t otf the at oas(pilled For Sal roofs pr lo«e propm Inches 1850 Pargton Lane responsibility es oi ci and tomer S er the. a is Ute Z,dear rr feat copy er the Uoisn er taun.a b hole 1.Pon lint roefs provi0e prop«trainage w prevent gedingtOn.WA 98233 of me customer iity me ineno-aeor d deytts rid framing details.stiffeneryfastenines,web odd paneling 888 707-2285 ensure the componentvimen 1i of he Wads. handli bridging detain deta mule-py favaniaj dMgls and (888) application.and so verily the dimensions and mass. handrmp:erechon aem+s wwwpaeifiewoodleeh.mm Lumber 2.mmeged 15olsis inns'not he used ICC-ES ESR-1225,APA PR-L262 I.D svMce contlWore.unless noted othenvec Design assumes top flange to be laterally restrained �' niy attached sheathing or as specified in engineering 2 !Joist not to be treated with fire rctr,ri lit or rr art..e 10104 This design is valid until 10l18/2022 Version 19.80.180 Powered by i5tructTM °°i DI CSDlealln r Client: Date: 12/17/2019 Page 48 of Project: Input by: 303 isDesign Address: Job Name: 19862--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor s Ii R tr 111111011111111111111111111111 5 ■® _ /i ll iiioiiiooiiiioi iioiii o llrriinnii Li 1 SPF 2 SPF 3 SPF ® / 11'7" 10'9 7B" y2 5/18" 22'4 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o-c. Design Method: ASD 1 370 250 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2016 2 1075 726 0 0 0 Deflection LL: 480 Load Sharing: No 3 327 221 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 69% 248/412 660 L_ D+L 2-SPF 5.500" 79% 728/1079 1808 LL D+L Analysis Results 3-SPF 2.125" 63% 219/384 603 _L 0+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1916 ft-lb 11'7" 4280 ft-lb 0.448(45%)D+L LL Pos Moment 1560 ft-lb 4'11 1/8" 4280 ft-lb 0.364(36%) D+L L_ Shear 936 lb 11'7" 1705 lb 0.549(55%) D+L LL LL Defl inch 0.071(U1931) 5'7 7/16" 0.287(L/480) 0.250(25%)L L_ IL Dell inch 0.109(L/1266) 5'6 5/16" 0.574(L/240) 0.190(19%) D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 22-4-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 11-6-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 11-6-8 to 13-0-14 0-10-2 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-7$ SD PROF 4 Part Uniform 13-0-14 to 22-2-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PS ,cCG. �Vs 5 Part.Uniform 22-2-12 to 22-4-14 0-4-8 27 PSF 40 PSF 0 PSF 0 PSF 0 D, �G',N Ei, /Q c4' 4. 9405 'f' 2 ,_ Exp. 12-31-2020 OREGON Certification is to verify the lolsebeamttmss to carry the loads O shown and/or for repair design.The applied loads, W(/� '22 a 19 dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for �"q r y Digitally sealed the specific application by the project design professional. Ord,f (A.R V Jan.2,2020 Notes OM1emlc..w 5.Prongs lalsral support al burring po..,b arde ;:%nt.t.lctur Or lrl:` Calculated Structured Designs is responsible only of the Handling&Installation lateral displacement end rotation pacific Woodtech alrucWral adequacy Of INS component bash en Ilw6.Web sdnenrers for point Toed as Shawn Minimum Corp ticsgn critMa aM Ioadrlps stgwn. n is de 1 WeRe flanges nets;rot4alprIJoislped paint load blaring length+=).5 inches 1850 Park Lane respenstd dy W the customer wear the contractor to 2.d Refer to blest copy of the astre Produn.coo,tllm y For pal tools Pr"de Proper dmbage to pmrenl Burlington,WA 98233 ensure the ccharts rcr in der l,,mul-plyf stroags, tal rid ponlirtg otoponmt sttilebnily Of the sended marl gIerlSdndeta muryiyry lasbnirg details and www. dodo o apgirallm.nn0lu verify the Smamaore and loads. Damaged must not be used ICC-ES ESR-1225,APA PR-L262 I.Dry service cenddions,uNcu m:N Ott anmw '1 Design assumes top flange to be laterally restrained 2.Wa51 not to be treated will`ere mordant of mtmsvn I+attached 6tgalM1ng or as specified in engineering nIXeS This design is valid until 10/18/2022 Version 19.80.180 Powered by iStiuct"- CSD I COIGN Client: Date: 12/17/2019 Page 47 of :.' Project: Input by: 303 r isDesign Address: Job Name: 19662--SECOND FLOOR sYro=f'*� Project#: RED ROCK CREEK COMMONS J17 PW!-47 11 .875" - PASSED Level SECOND Floor 111liliril?Il Ii11)l)ttilllllj(r1ijW?lij?11! --- 11 l!l ll!l(11E 11E3#Ii1W,u! Illll1-111lt { Ii . i'li iii llliiiiiii01111110lllll#i9ili,1IiiiIiRl lAlil01ll1plJIANIIIIIiii1!11l11Ijill T I 117/8" do law -�... = / 1 SPF 2SPF 3SPF / 13'1/8" 1 9'4 3/4" / '"2 5/16" / 22'4 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 437 295 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 997 673 0 0 0 Deflection LL: 480 Load Sharing: No 3 160 108 0 0 0 Deflection TL: 240 Deck: 718 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" 5 Bearin General Load g Floor Live: 40 PSF Bearing Length Cap. React OIL lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 78% 294 1455 749 L_ D+L 2-SPF 5.500" 73% 676/1001 1677 LL D+L Analysis Results 3-SPF 2925" 38% 106/254 361 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1921 ft-lb 13'1/8" 4280 ft-lb 0.449(45%)D+L LL Pos Moment 2016 ft-lb 5'7 1/16" 4280 ft-lb 0.471(47%)D+L L_ Shear 1008 lb 13'1/8" 1705 lb 0.591(59%)D+L LL LL Defl inch 0.103(U1498) 6'3" 0.323(U480) 0.320(32%) L L_ 1 TL Defl inch 0.167(L/930) 6'2 1/2" 0.645(L/240) 0.260(26%) D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Tdb Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 12-9-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF • 2 Part.Uniform 0-0-0 to 13-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 12-9-6 to 13-0-14 0-4-10 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1-0-9 FQ PROF 4 Part.Uniform 13-0-12 to 22-4-14 0-5-12 27 PSF 40 PSF 0 PSF 0 PSF 0 PS �lG� es'N 5 Part.Uniform 13-0-14 to 22-4-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 �G /0 Lti 9405 ° j Exp 12-31-2020 OREGON Certtlication is to verify the joist/beam/truss to carry the loads a/� +`' shown and/or for repair design.The applied loads, dimensions,and held conditions into was provided by others. ,n <y'2 s` - - The loads and dimensions must be verified and approved for T ? (�� ' Digitally sealed the specific application by the project design professional. ,7��(1� M.a Jan.2,2020 Notes chantcals 5.ProOde lateral supper at bearing pemts to dame - Calculated Structured Designs is responsible only of the Handling&Installation lateral displacement andmtaliOn Paorc Woodtech Corp p 9 G later a displacement fer anlnl load as slwvm M1linimum structure:adequacy of les component resod on Ilse I.Here,flanges J not real or draktl point toad bearing[choir's,.cooper damage to Resent Burlington.WA 98233 ensure Ito et rite customs atd:pr the cananUor to details for framing details,stiffener tables,web hole pooling ensure Iho mM1 aqua,' of i, intended chat,bridging details,multi-plyfastenirg details any (888)707-2285 applicaltm.and d ID to amity sty the dimensions and bads. hanelinglefechon details WwW.paclficwoodtech.com Lumber 3.Damaged Llois s must not be used ICC-ES ESR-1225,APA PR-L262 1.Drysenora CCnd.1gM.YnC55lMM.°NCf'/:�Sp '.Design assumes lap flange to be laterally restrained unless of by attached sheathing or as specified Or ocgiocertng 2.Deist not to be treated wite tamarrt or,-,nos.r,. noses This design is valid until 10/18/2022 Version 19.80.180 Powered by i5truct neswx na C SD l ORFW Client: Date: 12/17/2019 Page 48 of Project: Input by: 303 isDesign Address: Job Name: 19662—SECOND FLOOR Tionewew Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor illimmionimmmimillommmommlliffillmmillmilliminllommilmmoi immilnilllnngnlnnlnninnlnnnlimirinln nnln ilimmominnilnl8 inn »...::m ,..�. ._ ..-_ .....: ..,. .. 11 7/8" 1 SPF 2 Lr -.,.._" .,..... .. .:., / SPF 3 SPF / 10'8 5/6" 1' 11'8 11/16" 'a'�2 5/16' 22'5 5/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASO 1 293 198 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 982 663 0 0 0 Deflection LL: 460 Load Sharing: No 3 337 228 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F Ceiling: Gypsum 1!2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 57% 196/346 542 L_ D*L 2-SPF 5.500" 72% 665/986 1651 LL D+L Analysis Results 3-SPF 2.125" 63% 226/374 601 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1740 ft-lb 10'8 5/8" 4280 ft-lb 0.406(41%) D+L LL Foos Moment 1437 ft-lb 1 T5 7/16" 4280 ft-lb 0.336(34%)D+L _L Shear 849 lb 10'8 5/8" 1705 lb 0.498(50%)D+L LL LL Defl inch 0.067(U2092) 16'9 1/8" 0.291 (U480) 0.230(23%) L _L TL Defl inch 0.102(U1367) 16'10 1/4" 0.581 (L/240) 0.180(18%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const 1.25 Comments 1 Part.Uniform 0-0-0 to 22-5-5 0-9-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-5-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��PcO PROFFS� ‘C.. ,tCGlNE-F` /O 9405 2 7/7 Exp 12-31-2020 1"n/1 OREGON Certification is to verify the joist/beam/truss to carry the loads shown andlor for repair design.The applied loads, (/4 Ir a\9', dimensions,and field conditions Info was provided by others. 2'�, G!!Q The loads and dimensions must be verified and approved for 99� Vv Digilatly sealed the specific application by the project design professional. r °N (iA•A Jan.2,2020 Notes ehenseals 5 Preside lateral suppon at begone points to avdd '' ''-"'''ttluttt l Itic: Calcoatttf Shucbred Cosignsis responsible of the Handling&Installation lateral d,5plac¢m¢m and rdatlon "h' a.web smreners I« Pacific Lanech CorpsiNcbral adequacy at IDs component based on the I !kst ib l not be cut or driftedgth load as shown Minimum desren aheda and loathed! shown It is IIhe 'ee'!"o's point loadaadbesdnelcne gro 3 5om Inches Burlington, Parkton TsponsMddli or Mo cusloner and'.the=Doctor to 2 RMor to r eall copy of the stolen pmdd i,web hxn For oe roots pro�+de proper drainage Io prevent BDllln ton,WA 98233 wore Ne component swlabNy of tha oloodod details for ring det details.stiffener lades,.tab said par,dirhq 9 5 apphcalion,and to vmly Me dimensions and loads. sand.bg/ere ti tln000 mWlipty raaterlimi details anz wow.(888) acifrc o handling/erection mdipn usl n I W-ES LIfILW 1225,APA Lumber 3-Damaged umes topGnotbeused ICC-ES ESR-1225,APA PR-L262 I.Dry senate conditions,unless noted otherwise 'I-Design ninnies top flange to be laterally restrained 2.IJoisl not to be treated rvilh fad retartoted tail«ronosve by attached stmelhulg or as specified in ongineerky notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iSbuct"' gnaw CSDI° Client: Date: 12/17/2019 Page 49 of r Project: Input by: ' 303 Design Address: Job Name: 19862--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor l HIl ililfll' 11 I Jtllil lr Hi I it i ' ; !'i1j' i' �illl 1 1 1 I I l ' s t tr ` (( `ry®ry77 ii[FF Af;: 11 eifi .y +,r`v"` s --&,., a: ,: .d+^n'.'s. i,:,, v ,,a1 :-�' n- a .: r - ..,a.., "; i SPF 2 SPF 3 SPF / /10'8 1/2" 11'8 13/16" `r'�2 5/16" 22'5 5/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 325 220 0 0 0 Moisture Condition: Dry Building Code: IBC/1RC 2015 2 1094 738 0 0 0 Deflection LL: 480 Load Sharing: No 3 376 254 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 218/385 604 L_ D+L 2-SPF 5.500" Bop/o 741/1098 1839 LL D+L Analysis Results 3-SPF 2.125" 70% 252/417 669 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1937 ft-lb 10'8 1/2" 4280 ft-lb 0.453(45%) D+L LL Pos Moment 1603 ft-lb 17'5 3/8" 4280 ft-lb 0.374(37%) D+L _L Shear 946 lb 10'8 1/2" 1705 lb 0.555(55%) D+L LL LL Defl inch 0.074(U1877) 18'9 1/16" 0.291(L/480) 0.260(26%)L _L TL Defl inch 0.114(L/1226) 16'10 3/16" 0.581(L/240) 0.200(20%)D+L _L ' Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 22-5-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-5-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF c;S� FQ, O PROF6s GIN d> 9405 'q ti7 Exp. 12-31-2020 OREGON Certification is to verily the joist/beam/truss to carry the loads s/� 91� shown and/or for repair design.The applied loads. dimensions,and field conditions info was provided by others. • 1t The loads and dimensions must be verified and approved for 9I �r22, 2 a �v DigBaly sealed the specific application by the project design professional. ROs Y �+/�•a Jan'2,2020 Notes ceemlcas 5.Rw+dp Iatmai wppat al Dmnng points m moW ' '' 11O'' "' carrAor_d Structured oesansls resppnctAO arty or the Handling&Installation lateralesptaaemee coin lation Pacific Woodtech Corp 6.'Nor a°fleners for priid load as sM+un IAinimum sirustlxal adequacy a inn componem basod an the 1. Joist ranges must not be air or drilled punt lead bearing lenogt>=3 5lnchos 1850 Park Lane de¢rgn criteria and loadings stgwn. It is the 2 Rotor to latest copy or trio Joist proa+a'Iafo'na°on ).For flat roots prpride proper erainago tp prpvpnl Burlington,WA 98233 rcspanslbtny of ll>c customer antllor the contractor to decals nor frarrang decals,strrener tales.wee Hole peMlnq ensure one componem suitaDaily et tho imene a 888 707-2285 cna t Mldging tleaete mutlr-py fastening u�fYls antl appliwtio�aM la verify ire dim@nsgt5 and bads. naMlinry°me4on eetatls NhrW.pacitlCYlODdtCCh.COm Lumber 3 Do nagea Joists must mt oo used ICC-ES ESR-1225,APA PR-L262 1.D ernceconduons.unless nded otneexlsc 1. ceder assumes top flange to De laterally rpatrainN ry s attached nrr tlniq rr as SpMged in eng'Ineering z.Latin rim le be vcatca+Nm rm rmamau or currnsl.a tlples This design is valid until 10118/2022 Version 19,80.180 Powered by istruct" . CSDI°""onu"k evn.o s Client: Date: 12/17/2019 Page 50 of Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR frrw...` Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor iilliilliiiiIHRINIMIIIIIIMIHEIIIMIHNIIM111111111111111111111111111111111111111111111111111111ifillffi miilliilliiliiiiiliiimiiiiiilliiiiiiiiiliiimil licimiiliiiiiiiliiiiliiiiiiiiiiiiiiimiiiim / 11 7B" Li i SPF _.. . m..._2 S F / 3 SPF 1 10'8 3/8" 22'5 1/4" 11 8 7113" Y2 5/16" 1' Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 325 219 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1094 738 0 0 0 Deflection LL: 480 Load Sharing: No 3 376 254 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FborOSB Nailed and Glued Temperature: Temp<-100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 218/385 603 L_ D+L 2-SPF 5.500" 80% 741/1098 1839 LL D+L Analysis Results 3-SPF 2.125" 70% 253/417 670 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1937 ft-lb 10'8 3/8" 4280 ft-lb 0.453(45%) D+L LL Pos Moment 1605 ft-lb 17'5 5/16" 4280 ft-lb 0.375(37%)Di-L _L Shear 946 lb 10'8 3/8" 1705 lb 0.555(55%)D+L LL LL Defl inch 0.074(L/1874) 16'9" 0.291(U480) 0.260(26%) L _L TL Defl inch 0.114(L/1224) 16'10 1/8" 0.582(L/240) 0.200(20%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 22-5-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-5-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ,gD PROFFs `�� �4G1NF� 1/49/0 4 9405 `1' yp Exp 12-31-2020 Ln.." OREGON I rtification is to verity the joisVbeamrtruss to carry the loads specific application by the project design professional. Ilk) (�,�e!vV Jan.2,2020 Notes chemicals s Provide lateral support at bearing palms to avoid P,ltrnttfaCturor!rt ro Celcoatoe Structured Designs is responsible only of One Handling&Installation teral drsplaooe ert ldr raarron Pacific Woodtech Corpstruclura ade¢racy Of Ids canponeef based on the6 popb sa Searing ear gr polo lead as enpwn Mirtimum I. eon lto late t copust o Pe cotLidst orderedpoint rrawon oily of and toadirgs strethe. It a the 2,dear to r ra copyetImo stiffenerodua information, ol ) pen ts mohnn aIN�^U� drainage a to 1850 Park Lane spabiti cr Iho nestaner aintly the rerl intenrd d ryan.bodging framing rlr melba* stiffener tnipo web lode pending P proper9prevent (88)Budi 707- 2aW 98233 ensure One coand sdimensi of do intended clan,poglrJtrp details mwhgry fastening details and www. acifc o application to vend/lrc dimensions and bads. namged Oasis mason www.pacifewoodtech.com Lumber ].Damaged IJoiss must not bC used ICC-ES ESR-1225,APA PR-L262 I.Dry service cmndhor5.unless rroled Mhervnse 4 Devon assumes top flange to be laterally restrained 2 1Joist not to be treated Otth fire ret rdant rr concavebV attached sM1eatniMt or as specified in engineering moles. This design is valid until 10/18/2022 Version 19,80.180 Powered by 1Structs' r70I allow 0115101 , . . Client: Date: 12/17/2019 Page 51 of . ' 303 Project: Input by: isDesign Address: Job Name: 19662--SECOND FLOOR iarawkweim Project ft: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 1 1 1 1111111 1 11111111 11 11 1111111111111 1 111111 1 11/1111111111111111111 ;1111111 1 1 1 : I I I I 1 Bifililifi111111111111111111111111111111111111111 10111111 il- 1 / I 11 7/8" 1 SPF 2 SPF 3 SP F / 5/16" /I 108 1i1 118 15/16" 2 5/16" / 225 1/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c Design Method: ASD 1 325 219 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1094 738 0 0 0 Deflection LL: 480 Load Sharing: No 3 377 254 0 0 0 Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- FloorOSB Nailed and Importance' Normal . Glued Temperature: Temp<=100°F Coiling. Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 63% 218 1 385 602 L_ D+L 2-SPF 5.500" 80% 741/1098 1839 LL D+L Analysis Results 3-SPF 2.125" 70% 253/417 670 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1937 ft-lb 108 5/16" 4280 fl-lb 0.453(45%) D+L LL Pos Moment 1607 ft-lb 175 3/16" 4280 ft-lb 0.375(38%)D+L _L Shear 946 lb 108 5/16" 1705 lb 0.555(56%) D+L LL LL Defl inch 0 075(L11872) 168 15/16" 0.291 (L/480) 0.260(26%) L _L IL Defl inch 0.114(L/1222) 1610 1/16" 0 582(.../240) 0.200(20Q/0)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-5-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-5-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF c FIV P 0,CR.,, 4., 'Z' Exp 12-31-2020 I at:// i OREGON Certification is to verify the joist/beam/truss to tarty the loads k//, shown and/or for repair design.The applied loads, CIA' dimensions,and field conditions info was provided by others. -1, s'4 V 22,\v .6.,--9.. The loads and dimensions must be verified and approved for litit-1,, .,.... Digitally sealed the specific application by the project design professional. </i M. 1" Jan.2,2020 Notes aMedir0515 5 Provide lateral soppon at Deering ma,to ,,,,„, "11111VM;t11,1r I,,to dis a ro Calcutaled Siruclured Designs is responsible Dory or the Handling&Installation 6 lateral placement nd talanWO stiffeners for orrint load as shown Minimum Pacific Woodtech Corp structural adequacy of Mrs component based an fin I.Lk,flanges,,x,,„,be roil,,,..,,,,, Pool load beanng lengthen 3 5 inches 1850 Park Lane design ante. and [datange ShOWO II IS Me a meter to latest copy elite Miami product information 7 For Rat roofs provide proper drainage to Prevent Burlington.WA 98233 responsibitily CO the customer andror the contractor to details for Ironing derails.sitilerr tables.web Mile pending orisura the component Suitabilly of the intended Clint.bridging delails multirity fastening daises and (858)707-2285 apOsalian and to verify the arnonsions and loads handlingieretion dotal s ..vu.w.pacificwoodtech.com Lumbar 3 Damaged IJa.sis must nol be used ICC-ES ESR-1225,APA PR-L262 4 Design assumes lap tango la be lateraay restrained I.Dry service cordtior:,unless noted 6111,6%iSe hy attached sheathing eras specifier,in engineering 2 Moist not to be treated with lire reumlont is con om„ This design is valid until 10/180022 Version 19.80.180 Powered by IStruct7" CSDIF5. Client: Date: 12/17/2019 Page 52 of C Prof' Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR • �� Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 1111111111111A 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111 11111111111111I1111111111111111111111111111111111111 I .. 111 7/8" ..,.. 1 SPF 2 SPF 3._ Fi SPF 10'8 3/16" 11'9" J H2 5116" 22'5 3/16" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 324 219 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1094 738 0 0 0 Deflection LL: 480 Load Sharing: No 3 377 254 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Siurd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp co 100°F Ceiling: Gypsum 1/2" Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 217/385 602 L_ D+L Analysis Results 2-SPF 5.500" 80% 741/1098 1839 LL D+L 3-SPF 2.125" 70% 253/417 671 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1937 ft-lb 10'8 3/16" 4280 ft-lb 0.453(45%) D+L LL Pos Moment 1609 ft-lb 17'5 1/8" 4280 ft-lb 0.376(38%) D+L _L Shear 947 lb 10'8 3/16" 1705 lb 0.555(56%) D+L LL LL Defl inch 0.075(L/1870) 16'8 7/8" 0.291(U480) 0.260(26%) L L TL Dell inch 0.114(U1221) 16'10" 0.582(U240) 0.200(20%) D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-5-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 22-5-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��,c,,�Q PRa FFSs GIN 9405 '' 57 Exp. 12-31-2020 ivti OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied look, dimensions,and field conditions info was provided by others. .9�r��L}�,22 r N91!O The loads and dimensions must be verified and approved for 7 L� rj.Sy Digitally sealed the specific application by the project design professional "T LiN NI- Jan.2,2020 Notes chemicals 5 Prowde Mani sup+cn at beamte potnrs td 55„ 'N:nutr.ttu ter Lilo Celcoated slanted Designs Is responsible only or the Handling&Installation lateral displacement an rotation Pacific Woodlech CorpSweeraI adequacy of ll lb component based on the 5 web stiffeners for pone lead as shown"dimmer do criteria and IOaA 1.ldclat Soges men rot bo cut or d'Aed ppinl loddbeadng brgW=]5irrbes 1850 Park Lane responsibility of the customer uWbr No contractor Ip 2'Refer la latest copy M Ilw Utisi.r,a, information ].Far nal roofs prortde proper drsMa9e b yovenl Burlington,WA 98233 n' chants for bridging del de mu snllenar Laden nab look d dream the and uimensi or the Wended cladngeretdaleils,mWfigly fastening details and pon ircl wMn, acifc aPPflo QIlee,aM to eerily to dimensions and loads. handling/erection rection details WVNl,paCYfIGW0etllech.Wm Lumber ] Damaged tbisis must not be Lisp, ICC-ES ESR-1225,APA PR-L262 I my sarWce ddnatiora.urtoss anted ellicrwisc "-Design assumes top flange to be laterally rostra sad 2.IJasl net to be heated wine fire remrdant n cmonvh I'y afladled sle Soy nr as sperifiee in engineering saes. The design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct's. plow LSD I ='N Client: Date: 12/17/2019 Page 53 of re n.. Project: Input by: 303 Design Address: Job Name: 19662—SECOND FLOOR `Tr Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor IIIIIMIIIIIIIIIIIIIVIIMIIIIIIIIIIIIIIIIIWIIIIINIIIMIIIIIIIMIIVMIIIIIIIIIIIIIMII 1 ' IIMMMIM11111111111M1111111111111111111111VIIIIIIIIIIIIIIIIIIIIIMIII10111111111111111111111 11 7/8" LJ 1 SPF 2 SPF 3 SPF 10'8 1/16" "' 11'9 1/16" r y2 5/16" 22'5 3/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 324 219 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1089 735 0 0 0 Deflection LL: 480 Load Sharing' No 3 377 255 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" 5 gearin General Load 9 Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 2171384 601 L_ D+L 2-SPF 5.500" 80% 738/1093 1830 LL D+L Analysis Results 3-SPF 2.125" 70% 253/418 671 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1936 ft-lb 10'81/16" 4280 ft-lb 0.452(45%) D+L LL Pos Moment 1610 ft-lb 17'5 1/16" 4280 ft-lb 0.378(38%)Dig. _L Shear 944 lb 10'8 1/16" 1705 lb 0.554(55%) D+L LL LL Defl inch 0.075(L/1868) 16'8 13/16" 0.291 (L/480) 0.260(26%)L _L TL Defl inch 0.115(LJ1219) 16'9 15/16" 0.583(L/240) 0.200(20%)D+L _L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 125 Comments 1 Part.Uniform 0-0-0 to 22-5-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 10-5-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Te-In 10-5-6 to 10-10-13 0-7-7 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-10-7 4 Part.Uniform 10-10-13 to 22-5-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF o PSF PSG PR()Pk- `cj v‘G1N - ,. /O 9405 9 29 Exp. 12-31-2020 ( t.+".." OREGON Certification is to verify the joist/beam/truss to carry the loads ✓ej .(\ shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. C Y 22. !!4 ! The loads and dimensions must be verified and approved for 911,9 c v `Digitally sealed the specific application by the project design professional. d N M,A Jan.2.2020 Notes Chemicals 5 Provide lateral support al thane points to avoni Calculated structured Desgns m reaponsne only a he Handling8 Installation lateral displacement and rotation Pacific Woodtech Corp 6.wee stiffeners for point load es shown fain'rcnum designstructural adequacy of Ns component based Fe the I.aerie Barges,rust rot be cot ort pen/ room Pad oonng lenitive 3.5 inches 1850 Park Lane desgn plena and loadings or 01n If Is the 2.Refer lc latest copy d the!Joist product information >. For flat roots provide proper drainage he prevent Burlington,WA 9ffi33 insure 1liry of the customer efhdwr mo oenenten to details fa framing details.spitena(sacs.web hole pending 688 707-2285 ensure the component stlaeaily of the intended chart.bridging details.mulli-ply fastening details and ( I epaleaken and to verily the dimensions and beds hgNhingrereclion details www.pa Gficwoodtech.con Lumber 3.Damaged Owen must nut by used ICC-ES ESR-1225,APA PR-L262 I.D service conditions uNuss noted nlhCVlleC ' Design assumes top flange to bo laterally restrained hpry attached sheathing or as spanned in re reuine 2. Joist riot to be healed with tiro rrnamont wm"esmn „alas This design is valid until 1011812022 Version 79.80.180 Powered by iStructT' CQ�I HAW oatµ ✓✓ aeon Client: Date: 12/17/2019 Page 54 of Project: Input by: 303 isDesign Address: Job Name: 19662—SECOND FLOOR '! Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor I I I81 A l 11I11111111111111�11111IN 11111111111I1INIlI111I1111111111111I11I I I111111111111111I 11111111I I 11111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111 vr � , �1 SPF - �" .. -_ -..� .� _ ..» n 2 SPF / 3 SPF 12'2 11/16" 10'10" ..‘"2 5/16" 23'11/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 360 243 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1003 677 0 0 0 Deflection LL: 480 Load Sharing: No 3 294 198 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 4.250" 52% 242/396 638 L_ D+L 2-SPF 5.500" 73% 679/1006 1686 LL D+L Analysis Results 3-SPF 2.125" 57% 197/350 547 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1818 ft-lb 12'2 11/16" 4280 ft-lb 0.425(42%) D+L LL Pos Moment 1518 ft-lb 5'3 11/16" 4280 ft-lb 0.355(35%) D+L L_ Shear 871 lb 12'2 11/16" 1705 lb 0.511(51%) D+L LL LL Defl inch 0.073(U1964) 6'1/8" 0.299(L/480) 0.240(24%)L L_ TL Defl inch 0.112(L/1281) 5'11" 0.597(L/240) 0.190(19%) O+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 23-0-11 0-9-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 23-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��c\V PROA-ss „5 aGINF.•(, >O c. 9405 1' ti Exp. 12-31-2020 t.�/1 OREGON Certification is to verify the joistibearNtruss to carry the loads shown and/or for repair design.The applied loads, v& dimensions,and field conditions info was provided by others. 'q l Y22.,� /Q The loads and dimensions must be verified and approved for '9 V Digitally sealed the specific application by the project design professional. ��f m, rt% Jan.2,2020 Notes chemicals 5 Preside lateral support at boating points to wol "lain iCtllici:it t0 laterCalculated structured Designs is responsible only of me Handling&installation Web a enen rern and relation Pacific Woodtech Corp structural adequacy of this component based on ate 6 Web sedbers fw On)kW as eswum Minimum I.sw„lto ,5 must o be nrl5,,5,0EPark Lane responsibility airy a and loadings shown F, is tee 2 deaeilsl rw ime g,owe.owf uito entt ladesmrioor hole r'forr Sal too tsnp2side proper dmM1mage to prevent Buda gten,WA 98233 %ponsiGlilY d Me nmome-and or Me cmnlraclor to a sure the component suhabi6ty at the intended chart.bridging datals,muni-ply fastening details and pandirc (888)707-2285 application and to verify the dimensions and beads handiinglerectbn details www.paCificwoodiech.Cnm Lumber a.Damaged hoots must r of be used ICC-ES ESR-1225,APA PR-L262 I.Dry service cMd1roM,unless noted otherwise ,I Design assumes lop flange to Pe latently restrained 2 IJasl not to be treated with fire remrdan1 Of<erre.' Pry attached sheathing pas speared in enpneering noes This design is valid until 10/18/2022 Version 19.B0.180 Powered by i5tructTM CSD • Client- Dale: 12/17/2019 Page 55 of ° 303 Project: Input by: , isDesign Address: Job Name: 19662--SECOND FLOOR a1 +. Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 1 1111111111 ' ii!( 1(lii[l ]1! illlljl111111{1J4(1ji11': '11111 I ii_.... ii ``_.;.. {. .. ,_.,. _. ij .._. i 2 i 1 IIIIIlll!41ltllllfil lii IliiI.Iililltailllli iti 1,111�) UJ l ( 4 -.....-.1-..-1- ' N.CO'C_ , x s -a*' k er- 4:.1 � '''' "ts. ?s4w:Yrs- I 11 7/8" m i u1 SPF 2 SPkF 3 SPF 12'2 9/16° 10'10 3/16" y2 5/16" 23'3/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 400 270 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1117 754 0 0 0 Deflection LL: 480 Load Sharing: No 3 328 221 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-i- I FloorOSB Nailed and Importance: Normal Glued Temperature: Temp<=100"F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 58% 269/441 710 L_ D+L 2-SPF 5.500" 82% 757/1121 1877 LL 0+L Analysis Results 3-SPF 2.125" 64% 220/390 610 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2025 ft-lb 12'2 9/16" 4280 ft-lb 0.473(47%)D+L LL Pos Moment 1688 ft-lb 5'3 5/8" 4280 ft-lb 0.394(39%) D+L L_ Shear 969 lb 12'2 9/16" 1705 lb 0.568(57%) D+L LL LL Deft inch 0.081(L/1766) 6'1/8" 0.298(U480) 0.270(27%) L L_ TL Deft inch 0.124(U1152) 5'10 15/16" 0.597(U240) 0.210(21%) D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 23-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 23-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF sD PROA- , p' ‘, GI N fi , /0 tif Exp. 12-31-2020 ( C OREGON Certification is to verify the joist/beam/truss to carry the loads *If �'\ shown and/or for repair design.The app5ed loads, Y 22,\' 40 dimensions,and field conditions info was provided by others. '9-,9 V Digitally sealed The loads and dimensons must be verified antl approved for 7r1 the specific application by the project design professional. LJ(V Jan.2.2020 .tHnicals i.Provide lateral support at bearing po os to avoid .t tt., •,.. ,. Notes rarest displacement and rotation emcwotrl slntwred xsions is responsible only a Ole Handling&Installation a wee stiffeners for pam mad as shaven Minimum Pacific VVoodlPark Lon ch Corp sbugWal adequacy of this component based m ilia I IJoict flanges must a bp out or drilled point loadbeann9 lengthn 35 kches 1850 Park lane design oitena and tom r m s r the II re IM 2 RNer to latest ropy iv the Noel product information 2,For'tat roofs provide proper drainage to Prevent Burlington,WA 98233 ensure the of,ha customer andbr the contractor to details tier harmng details.spry lM tables,.rob hok ppMlmf (888)707-2285 ensure the component sdtabiHy of the Intended than.bridging details.m,lli.gy fastening details and application and to verily the dmrnslons and bads handlingterecrnn delis www.pacificwoodlech.corn Lumber 3.Damaged hoists must not be pace ICC-ES ESR-1225.APA PR.L262 I.o service contlinor,s,uN noted IXhMvIsC 1 OMgn assumes top Mango to be laterally restrained Dry to ettan000 sne'alhiog Or as speP(ed h:Mnineering 2.IJoisl not to ee treated wilt,fire retardant or;o.nos.' nm This design is valid until 10/18/2022 Version 19,30.180 Powered by iStruttn CSDI.tmtn ' DRAW n Client Date: 12/17/2019 Page 58 of Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" " PASSED Level:SECOND Floor 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 IIIIIIIIIIIIIIIIIIIIIlIOIIIIIIIIl Ill II hi1IIIIIIIII _ . . - . 11 7l8" �1 SPF ,. ...,. .. -, . ._. . ,_ 2 SPF / 3 SPF / j 12'2 1/2" 10'105/16" / H25/16" / 23'3/4" / Member Information Reactions UNPATTERNED lb(Uplift) Type' Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 400 270 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1117 754 0 0 0 Deflection LL: 480 Load Sharing: No 3 328 221 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100"F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 58% 269/441 710 L_ D+L 2-SPF 5.500" 82% 757/1121 1878 LL D+L Analysis Results 3-SPF 2.125" 64% 220/391 611 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2025 ft-lb 12'2 1/2" 4280 ft-lb 0.473(47%) D+L LL Pos Moment 1686 ft-lb 5'3 9/16" 4280 ft-lb 0.394(39%) D+L L_ Shear 969 lb 12'2 1/2" 1705 lb 0.568(57%) D+L LL LL Defl inch 0.081(111769) 6'1/16" 0.298(U480) 0.270(27%) L L_ TL Deft inch 0.124(L/1154) 5'10 7/8" 0.596(U240) 0.210(21%)D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 23-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 23-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �e.A\SO PRO,rFS c, C.� F GIN sio 2ma 4' 9405 9 29 Exp 12-31-2020 aN1 OREGON Certification Is to vedy the joist/beam/truss to carry the loads shown and/or for repair design.The applied bads, dimensions,and field conditions info was provided by others. ,,,9�fJ� Y22.\9�!4 The loads and dimensions must be verified and approved for *A �V Digitally sealed the specific application by the project design professional. '7nf V M- Jan.2,2020 Notes che,nmals 5 Provide lateral support et bearing poF6 to avoid Mant;fnctllfer Info Caledated Stmetorod Designs is naspensaMe onlyof the Handling 8 Installation lateral drsplacemem anarolamn Pacific Woodlech Corp slluCtural adequacy of ltis component based m the 6.Web seffene t for point road as shown!Ainim,un design curb aN Ioaegs shown. p la the I"fluter pantie.me.rvn tie art or dn,ied pointMad bearing lengthy=3.5 inches 1850 Park Lane respore,tullly of the customer antler the contractor to 2.Refer lb opted mpY W the Uaist Product informa9an 2.Fen pat rents smede proper drainage to prevent Budin Ion,WA 98233 entire vine component se raanity of the intended details for fratnng details.stiffener taaes,web hole pending 9 application. chart.bridging de,ais,multiply hastening details and (888)707-2285 LLumberand to verify the rimrnahons and roads. 1 yylingtefecuon details www.paaficwoodtech.com Damaged IJginic mum not he used ICC-ES ESR-1225.APA PR-L262 I.Dry service condemns.unless item UIM1CnViye 'I Design assumes top flange to be laterally rentrated 2.!Joist not le be treated with fire relmdant or corrosve ^h'attached sMalMrg or as spooled in engineering This design is valid until 10/18/2022 Version 19.80180 Powered by iStructn" CSD IMsiih Client: Date: 12/17/2019 Page 57 of Project: Input by. 303 a isDesign Address: Job Name: 19862--SECOND FLOOR f ay.s.eee. Project#: RED ROCK CREEK COMMONS J17 PM-47 11 ,875" - PASSED Level:SECOND Floor lifillifillffillfillifill111111011111111111111111111011111111111111111111111111111111111011111111111111 UP IIIIfIlIl111NIlIIl111111111111l11111111lI1l111O1 1111111111111111111l1111111I1IO1111111111IIIII011 117/8" o / 1 SPF 2 SPF— 3 SPF Iy 1" 12'2 1l4" "I 10'10 9/16" `�2 5/16" 23'13/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 399 269 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1117 754 0 0 0 Deflection LL: 480 Load Sharing: No 3 329 222 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 4.250" 58% 268/441 709 L_ D+L 2-SPF 5.500' 82% 757/1121 1878 LL D+L Analysis Results 3-SPF 2.125" 64% 221/392 612 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -2025 ft-lb 12'2 1/4" 4280 ft-lb 0.473(47%) D+L LL Pos Moment 1680 ft-lb 53 7/16" 4280 ft-lb 0.393(39%) D+L L_ Shear 968 lb 12'2 1/4" 1705 lb 0.568(57%) D+L LL LL Defl inch 0.081 (U1774) 5'11 15/16" 0.298(U480) 0.270(27%)L L_ TL Defl inch 0.123(U1159) 5'10 3/4" 0.595(U240) 0.210(21%)D+L L_ Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 23.0-13 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 23-0-13 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF -C\ 0 PRQ05 ?- 4�Lid 9405��'sGI N /�-4's" j i CC Exp. 12-31-2020 _ ,i ate/+ OREGON Certification is to verify the joistibeamlruss to carry the loads t!� shown and/or lot repair design.The applied loads, 9 rr dimensions,and field conditions info was provided by others. '9,9 <Y 2�a` �`V4`Digitally sealed The loads and dimensions must be verified and approved for the specific application by the project design prolessional. On( M-R Jan.2,2020 chemicals 5_Provide lateral support at eeanno poets to a.ofd 'flf .i}u.^ :.,io Notes lateral deplacemont and rotation Calculated Structured Designs Is responsible only of the Handling&Installation 6.web Offence for point road as shown ngnnnum Pacific Wk Lane Corp sesIgn adee ecy or Iles component based on IM I.uctst lUyes must Me beeat or dolled point load bcarmg le gth>=}.5 inches 1850 Park Lane desgn aroma and loadings shown It is ate 2 Rake to Iale51 copy of toe lddtsl Irddud inrmmatil ].For flat roofs pre We proem drainage le prevent Burlington.WA 98233 s fvovi ialny iv Ne customer anal an Co Wean"re detaes Cr hareng details.saltpeter tables,'.flee hole pending ensure Iae component sd4Mairy of Co ie.""0 chart.bridgvg details,multi pty fastening details and (888)707-2285 I application and to verify the dimensions and loads hardeeferecten details www.paciticwoodlech.WM Lumber '.'Damaged Uorls must not be used ICC-ES ESR-1225,APA PR-L262 I tcyrgn assMes top Canoe to be I&eraey restrained I.Dry sdnvice tons.dales.noel ette^,,fse agachd sa cigM eeyte,eg or as spe te engineer-erg !Joel not lo be treated'At,tee romtmma m 1r,,v,. .o-"s This design is valid until 10/18/2022 Version 19.80.180 Powered by i$truct^" CSD I oesv�.m cuu. Client: Date: 12/17/2019 Page 58 of Project: Input by: 303 ' isoesign Address: Job Name: 19662—SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor Ii[111INIIIII111IlllllIll 1IUI111I11111111 011I li111i 11I1111111i11 lilliiiiillil 111i11R1i1#II IIIINIIIII1o11IIIII11111 11111I111IHI1111111111111111111111111111111 IIII111111111111 IIIl1Iil hii11I 7 I Iy 1 SPF 2 SPF 3 SPF 4 SPF 12'2 3/16" "I' 3'10 13/16" '� 6'11 7/8" / 'y2 5/16" 23'7/8" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 423 286 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 857 579 0 0 0 Deflection LL: 480 Load Sharing: No 3 320 218 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- 4 238 161 0 0 0 Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 58% 284/424 708 L_ D+L 2-SPF 5.500" 66% 589/928 1517 LL_ D+L Analysis Results 3-SPF 5-500" 32% 206/523 729(-11) _LL D+L(D+L) Analysis Actual Location Allowed Capacity Comb. Case 4-SPF 2.125" 43% 163/251 414 L D+L Neg Moment -1552 ft-lb 12'2 3/16" 4280 ft-lb 0.363(36%)D+L LLL Pos Moment 1675 ft-lb 5'3 3/8" 4280 ft-lb 0.391(39%) D+L L_ Shear 928 lb 12'2 3/16" 1705 lb 0.544(54%) D+L LLL LL Defl inch 0.075(L/1917) 5'10 15/16" 0.297(L/480) 0.250(25%)L L TL Defl inch 0.124(L/1154) 5'10 13/16" 0.595(L/240) 0.210(21%)D+L L_ Design Notes 1 Tie-down connection required at bearing 3 for uplift 11 lb(Combination D+L.Load Case Lam. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 23-0-13 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 15-10-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 15-10-4 to 16-3-12 0-9-2 to 0-6-7 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF PROF 4 Part.Uniform 16-3-12 to 23-0-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 P "`�� fill cr- Exp 12-31-2020 ln/A OREGON Certification is to verify the jnistibeamttmss to carry the loads shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. "Q v�l Y 2e2 i 19� The loads and dimensions must be verified and approved for "9.C? V Digitally sealed the specific application by the project design professional. r I U(V M- Jan.2,2020 Notes chemicals 5.Provide lateral suppoo Si bearing ports to avoid °Agrm`aclurar Bi(n Calculated sl,nclumd Do lateral displacement and rotation Designs is :blc only of the Handling&Installation e.web anerear fen lengthen load as shown minimum Padfic Woodson Corp structudes/gor:l adequacy ot thus component based on the i et geese,roost rotben,t as&typo point load bearing lede prep 5inches 1850 Park Lane design attend and loadings shown. It ' the 2.Refer to latest copy a the IJoisl product inroneaden 7 For eat roofs provide proper dra'mage to prevent Burlington.WA 98233 respmsialily of customer ardor ale comforter to detans for framing detail,stiffener tabas,web hole embus] ensure the component sdinteery of the intended chartngreeeg data's.mu ri-ply lastmno detail and (888)707-2285 apphcsum.and to vestry the dimensons and loads. hnndlingterecaan detail www.padficwoodlech.com Lumber 3.Damaged!debts mud not be used ICC-ES ESR-1225,APA PR-L262 I.Ory service conditions,unless noted nlhanvim 't Design assumes top flange to be laterally restrained 2.IJolal net to be treated with are retvdant tr LOUD., by attached zheetM1itg or as spovaed Sr enginoarirx) "eyes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iSbuc t'v oesw" Client: Date'. 1 211 7/2 01 9 Page 59 of • Project; Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR IIIIMIIIIIIIII Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor HIIIf �I II11 1Uf 11 U�DIU . 1J11t111H1 1.1 wllfHN� ll��illl 111 1111111111111111111111111101111811111111111111 I.. �.. :.: o,,,.... .,_ 11 778" / 1 SPF 2 SPF 3 SPF Iy 16'l 1/8" "f 6'117/8" y25/16" 23'1" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"c.c. Design Method: ASD 1 547 370 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1251 845 0 0 0 Deflection LL: 480 Load Sharing: No 3 37 25 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F Ceiling: Gypsum 1/2" S gearin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 75% 368/553 921 L_ D+L 2-SPF 5.500" 92% 850/1259 2109 LL D+L Analysis Results 3-SPF 2.125" 30% 21/264 285 _L D+L(D+L) Analysis Actual Location Allowed Capacity Comb. Case (-204) Neg Moment -2909 ft-lb 16'1 1/8" 4280 ft-lb 0.680(68%) D+L LL Pos Moment 2914 ft-lb 6'101/2" 4280 ft-lb 0.681(68%) D+L L_ Shear 1233 lb 16'1 1/8" 1705 lb 0.723(72%) D+L LL LL Defl inch 0.199(L/955) 7'8 3/16" 0.395(L1480) 0.500(50%) L L_ IL Defl inch 0.328(L/579) 7'7 15/16" 0.791(U240) 0.410(41%) D+L L_ Design Notes 1 Tie-down connection required at bearing 3 for uplift 204 lb(Combination D+L,Load Case L_). 2 Compression edge bracing required at 9'8"o-c.or less. ' ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 15-10-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 23-1-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Te-In 15-10-4 to 16-3-12 0-6-130-2-14 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF -4' , PR�FFSo \� ‘4G,N "-$,. /D 4 Part.Uniform 16-3-12 to 23-0-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 4 <eV 9405 -r 17 �1 Exp 12-31-2020 OREGOI1 Certification is to verify the joistlbeeMVuss to carry the loads t/� "t'� shown and/or for repair design.The applied loads. L V.2 2 \9 O dimensions,and field conditions info was provided by others. '9 a The loads and dimensions must be verified and approved for '9� i- Digitally sealed the specific application by the project design professional. On( M, ' ( Jan.2,2020 _hwn��als 5.Nome w Stano lateral support at lowing points to avoid r cr•,ini Noteso'Delegated Svucltved Designs is responsible o al mo Handling&Installation lateral displacement androtelbn Pacific Woodteeh Corp J P only D.Wmb oadercrs fgr ngth lead itches rAinvnum design agora ca or Ibis 55"rOS SO nt Dasetl m the Uoel to latest tncopyust temost eat For toad roofs ngong pro el 18Burlington Parkio LaneA resign ilty and wan,a shovn. t is lltc 2 Refer to It mat copy d the stiffener table informationet,hre r.pat flat roofs Mode Dregs drainage b prevent Burlington,WA 98233 respooslG o Cl Ilte customer bley rnnbador to cftaeL for ling details et details.he-ply f fndes,wet,here pandas) applies Inv 5.id ovaly I sdmnns or mended handt.nprart3 Bete to mWIwW fastening details and wl.wo acifc o application and wvedry the 5lnenswna and roads, naMenyerecuon details vnvw.parafcweodteeh.mm Lumber a ohmaged!Joists must eel be used ICC-ES ESR-1225,APAPR-L262 I.o service eared o'.nervnsc 4 Design assumes top flange io he lateral restrained ry b'/aeached sheathing or as swilled In engineering 2 !Joist not to be treated with ere re4N6114 Cl W«osi.n nnns -- This design is valid until 10/18/2022 Version 19.80.180 Powered byIStrurf"t CSD DRAW I easlaR Client: Date: 12/17/2019 Page 60 of tela Project: Input by: 303 isDesign Address: Job Name: 19662—SECOND FLOOR areerawai Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" — PASSED Level:SECOND Floor I II 2 3 4 IIIIIII iiiiiiIIIIIIIIIII IIIIIIIIIIIIIIIIIIINIII IIINIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII lli 11 7/8" I / 1 SPF 2 SPF 3 SPF / 16'1 318" '' 6'11 5/8" 'y2 5/16" / 23'1" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 550 372 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1170 790 0 0 0 Deflection LL: 480 Load Sharing: No 3 0(-42) (-28) 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 75% 370/554 924 L_ D+L 2-SPF 5.500" 86% 795/1178 1973 LL D+L Analysis Results 3-SPF 2.125" 16% -32/187 155 _L D+L(D+L) Analysis Actual Location Allowed Capacity Comb. Case (-261) Neg Moment -2854 ft-lb 16'1 3/8" 4280 ft-lb 0.667(67%)D+L LL Pos Moment 2931 ft-lb 6'10 314" 4280 ft-lb 0.685(68%) D+L L_ Shear 1231 lb 16'1 3/8" 1705 lb 0.722(72%)D+L LL LL Deft inch 0.199(L/952) 7'8 5/16" 0.396(U480) 0.500(50%) L L_ TL Defl inch 0.330(L1575) 7'8 1/8" 0.792(L/240) 0.420(42%) D+L 1._ Design Notes 1 Tie-down connection required at bearing 3 for uplift 281 lb(Combination D+L,Load Case U . 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Tdb Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 23-1-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 15-10-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �� PROF- , 3 Part.Uniform 15-10-5 to 22-9-9 0-5-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ,`f. ' PRQ S. 4 Tie-In 22-9-9 to 23-1-0 0-5-1 to 0-5-0 27 PSF 40 PSF 0 PSF 0 PSF o ' \� \AG I N�� /0 ttagf 4. 9405 " /7 Exp 12-31-2020 Certification is to verify the joistabeamRruss to carry the loads OR EGO N shown and/or for repair design.The applied loads, ✓�(/<Y 22 \g11 QI dimensions,and field conditions into was provided by others. / ! The bads and dimensions must be verified and approved for 9Ilii �v Digitally sealed the specific application by the project design professional. f t�N M. QL I Jan.2,2020 Notes chemicals 5 Provide lateral support at Nature points to avail -.Aanu;tc:, .. Calculated Structured Delateral displacement and rotation Designs is responsible only m Handling&Installation s.WOO stiffeners for point load as shown Minna. Pack Woodlech Corp structural adequacyc of this component based on the I.!Joist flanges roust not be cut or dact, point load bearing le We 3.5 inches 1850 Park Lane Jesuit vin o and loadings Site". It the 2 Refer to Wiest copy of the[Jowl product mrorn anion 7.For flat roots prroode proper dmbage b overrun Burlington,WA 98233 espanai icr,of the ctrstamnr andlm the aCt0r to details for harrnng details.stiffener tables,web hole Po ndirrg m the component stdlebiey or Wea intended chat bringing dews,multi-ply fastening Malls and (888)707-2285 application and to verify me danensans and loads handling/Melton details vnvw.paafiewoodlech.coca Lumber s.Damaged flouts mass not he used ICC-ES ESR-1225,APA PR-L262 1.Design assumes tap flange to be laterally r¢slraned I.Dry service condttone,unless noted otherwise by attached sheaNiro or as specified in engineering 2 IJoiat not to be treated with 5m rela lint or cormawe nmas. This design is valid until 10/18/2022 Version 19,80.180 Powered by iStruct°° pil.ap CSD I F--w Client: Date 12/17/2019 Page 61 of Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor . , ' 1111111 IIIIIIHIlUNIIIIN111 1i11111111111111111111111NIIIIIIlhll111111IINIIN IIIIII1111IIIIIIIIIuI11111 1iiiiii 111i11iimiiiiiiptiIII1111Iiiiiiit1HIN11NIIII11111111I1i1iiiiii I . - 1 SPF 2 SPF �. 3 Hanger(IUS2 37/11.88(Min))Ij 107 5/8" jr 11'5 15/16" "2 5/16" 22'1 9/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 284 192 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 943 636 0 0 0 Deflection LL: 480 Load Sharing: No 3 321 217 0 0 0 Deflection TL: 240 Deck: 718 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" Bear ings General Load g Floor Live: 40 PSF Bearing Length Cap. React OIL lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 55% 191/335 525 L_ D+L 2-SPF 5.500" 69% 639/946 1585 LL D+L Analysis Results 3- 2.000" 61% 216/357 573 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1643 ft-lb 10'7 5/8" 4280 ft-lb 0.384(38%) D+L LL Pos Moment 1347 ft-lb 17'2 7/8" 4280 ft-lb 0.315(31%) D+L _L Shear 8121h 10'7 5/8" 1705 lb 0.476(48%) D+L LL LL Defl inch 0.061(U2246) 16'6 3/4" 0.285(1/480) 0.210(21%) L _L TL Defl inch 0.093(U1469) 16'7 13/16" 0.570(U240) 0.160(16%) D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-1-9 0-9-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 22-1-9 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF V PRO PF- `F.2 v,GINFFss'o 49 9405 • �-r Exp. 12-31-2020 OREGON Certification is to verify the joist/beam/truss to carry the loads af6,. A.\ shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. Y 22 s !0 The loads and dimensions must be verified and approved for �'Q F V r Digitally sealed the specific application by the project design professional. Rt7N M, Jan.2,2020 Notes chemicals 5.Provide lateral support a,bearing pants to avoid ''r' '. and rtat C estated Sto.hind Designs is responsible ants,or the Handling&Installation a.twos soli Hier ns ro vent load vas shown Minimum Pacific Woodtech Corp structural adequacy aiNs component based an lile I Joint ranges roost not M est or*Bled point toad bearing noon.-35 inches 1850 Park Lane dessert totem and loadlngs shown h is the 2 Refer to latest copy cf the Waist probe information 7.For flat toots prord9 proper drainage to prevent Burlington,WA 98233 respoosibll:ty Cl the customer and'or the cvngactor to details for gaming detailp stiffener tables...ab hole pending ensure me component satiability or the intended chart,bridging debris.mare ih,fastening 0Marla one 1888)707-2285 application and to"ergy the bmet6ans and loads handing/erection detail www.paeifewoodtech.com Lumber 3.Damaged floats must,tot he usod ICC-ES ESR-1225,APA PR-L262 1.D smite cantlltbns.unless noted oNonnse I Dcstgn assoces top flange to be lateral resgyned [ay by attached sheathing of as spooned in engineering 2. Jolt not to be Vested wbtt Fre rntnrdant us narrow, notes. This desgn is valid until 10/18/2022 Version 19.80.180 Powered by iStructi° utWsat CSD I il 1 Client: Date: 12/17/2019 Page 62 of t Project: Input by: 303 isDesign Address: Job Name: 19662—SECOND FLOOR nrywasys. Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 2 IIIIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11IIIIIIIIIIIIIIIIIl111II 111111111111111111111111 .* fii7i8„ Dt SPF - . .. f, "";..m , - 2 SPF 3 Hanger(IUS2.37/11.88(Min)) 10'7 3/4" 1. 11'5 15/16" / y2 5/1 6" 22'1 11/16" f Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 'I 325 219 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1078 728 0 0 0 Deflection LL: 480 Load Sharing: No 3 387 248 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<-100°F Ceiling: Gypsum vz• Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 218/383 601 L_ D+L 2-SPF 5.500" 79% 731/1083 1813 LL D+L Analysis Results 3- 2.000" 70% 246/409 655 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1880 ft-lb 10'7 3/4" 4280 ft-lb 0,439(44%)D+L LL Pos Moment 1540 ft-lb 17'3" 4280 ft-lb 0.360(36%) D+L _L Shear 929 lb 10'7 3/4" 1705 lb 0.545(54%)D+L LL LL Defl inch 0.070(U1964) 16'6 13/16" 0.285(L/480) 0.240(24%) L _L TL Defl inch 0.106(U1285) 16'7 7/8" 0.570(V240) 0.190(19%) D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part Uniform 0-0-0 to 22-1-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-2 to 22-1-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF rPROP FS 1 N F<., wo 9405 9 2 12-31-2020 lice% OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. ..Q.e1 4 22.,9 a' The loads and dimensions must be verified and approved for 7 A ., 'Digitally sealed the specific application by the project design professional. ON M.A Jan.2,2020 Notes cnvvnicais 5 Pravda lateral supportat bearing ppmts:0 avail Manttracturer Info Calculated Structured[tenons is responsale only wore Handling&Installation lateral alsptacemenr and rotation PadBc Woodtech Corpsiructur0 adegmq of rho component based on the 6.Web loarenere for punt bad as shown Minimum. WI.Refer flanges trust rot be eel Of rid led point load beanie reds proper 3.5 inches 1850 Park Lane design attend and loadings Shown II as the 2 Refer to latest stray of 1d.Rwsl product wtfw,nation >.For nai roots provide proper drainage to Premt (Burlington,WA 98233 to turn illy of mo cestaner bob,the ,mead to details la homing riotous.stiffener taaas,web hole Meure the component wi,abniry of the intended chart,hedging details,mult4ply fastening details and P°sulg (888)707-2285 apdiwbon.and to verify tits dimensions and loads handling/erection details www.paaficwoodtech.oam Lumber 3.Damages Uomis mud not be used ICC-ES ESR-1225,APA PR-L262 I.Dry smvica cM6lans,unions soled°Illetwise 4 Duvgn assumes tap Bonne le be laterally rentrai ad 1 Dr ist note be treats win nre oled°nt a corrosive by attached she/lining or as speabed,n enginoor'vlg O1e4 This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM CSDIP I Client: Date: 12/17/2019 , Page 63 of Project: Input by: 303 r isDesign Address: Job Name: 19662--SECOND FLOOR r- a Project#: RED ROCK CREEK COMMONS J17 PWI-47 11 .875" - PASSED Level:SECOND Floor I Iliill I t; - i I I ,r IIII IIIININIIIIIIIIIIIINIIIIIIllOIIIIIIIIIillH OIIIIlhtI1OIIIH IIIIINIIIIIIIIIIIIIII kr / I �17/8" 1 SPF 2 SPF 3 Hanger(IUS2.37/11.88(Min)) 107 13l16" "I 11'5 15/16" i'r y2 5/16" / 22'1 3/4" Member Information , Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"e,c. Design Method: ASD 1 326 220 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1079 728 0 0 0 Deflection LL: 480 Load Sharing: No 3 367 248 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- ImporFance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" s Beainn General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 63% 218/383 601 L_ D+L 2-SPF 5.500" 79% 731/1083 1814 LL D+L Analysis Results 3- 2.000" 70% 246/409 655 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1882 ft-lb 10'7 13/16" 4280 ft-lb 0.440(44%) Dirt LL Pos Moment 1540 ft-lb 17'3 1/8" 4280 ft-lb 0.360(36%) D+L _L Shear 929 lb 10'7 13/16" 1705 lb 0.545(54%) D+L LL LL Defl inch 0.070(L/1964) 16'6 15/16" 0.285(U480) 0.240(24%) L _L TL Defl inch 0.106(U1285) 16'8" 0.570(U240) 0.190(19%) D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-1-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part_Uniform 0-0-2 to 22-1-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 5)%5) PRQFF6, 9405 - ��-//n f Exp. 12-31-2020 4 f ( ,.� �,rr 1.".." OREGCN Certification is to verify the joisWeamNuss to carry the loads ✓� 9�" shown and/or for repair design.The applied loads. (V22,, !Q dimensions,and field conditions info was provided by others. IA The loads and dimensions must be verified and approved for �v Digitally sealed the specific application by the project design professional. ��� M., r Jan.2,2020 l�snicals 5.Parade lateral support at beano Points to avoidiii-itl '"'.urn �'s it' caLIviNote$ lateral daplademcnt and rotation calculated stmdured Designs Is responsible only of the Handling&Installation 6.N'eb slod sear for point load as none Minimum Pacific ch Corp structural adequacy of this o based an the I.Mast flanges mum from be cut or bided painist oearing lore proper drainage inches 1850 Park Lane design rnuria arse loadings shown 11 is the 2 Refer to latest✓>Py of the Forst product imornaticn 1. For flat roots pmvNe proper drainage to prevent Burlington,WA 98233 responsibility of the customer ander Me contractor to ectats for framing details.stiffener tablas,nets hale pending ensum the component sdtTEdity of the 'Monecd chart.bridging details mdatty resitting details and (888)707-2285 application and tow/Shithe dimenmona and loads handtnryorecuon detail wsw:pacificwoodlech.coo Lumber 3 Damaged!touts m1si not be used ICC-ES ESR-1225,APA PR-L262 condtlgns.uniass,wlcJ OLharmsp ' Sooner assumes too Range le be laterally restrained DryL servicefly attached sheathing r as spooled in engineering 21dtstnot to be treated.vth me warrant m aonaslce naas. This design is valid until 10/18/2022 Version 19.80,180 Powered by iStruct"t CSD to fl' Client: Date: 12/17/2019 Page 64 of + Project: Input by; 303 isDesign Address: Job Name: 19662--SECOND FLOOR "Aru"'"" Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor • • I I 2 IIIIHIIIINIIIIIIIIIIIIII ., .,t ' . Ili IIIIIIIIIIIIIIIIIIIIIIII 1IIIIIIIIII1III1IIIIIIi 11 7/8" 1 SPF 2 SPF 3 Hanger(IUS2.37/11.88(Min)) 10'7 15116" ii11'5 15116" A'2 5/16" 22'1 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 326 220 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1079 729 0 0 0 Deflection LL: 480 Load Sharing: No 3 367 248 0 0 0 Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceilings Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 63% 219/383 602 L_ D+L 2-SPF 5.500" 79% 731/1083 1815 LL D+L Analysis Results 3- 2.000" 70% 246/409 655 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1883 ft-lb 10'7 15/16" 4280 ft-lb 0.440(44%) D+L LL Pos Moment 1540 ft-lb 17'3 1/4" 4280 ft-lb 0.360(36%)D+L _L Shear 929 lb 10'7 15/16" 1705 lb 0.545(54%)D+L LL LL Defl inch 0.070(L11963) 16'7" 0.285(U480) 0.240(24%) L _L TL Defl inch 0.106(L/1285) 16'8 1/8" 0.570(U240) 0.190(19%) D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 22-1-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-2 to 22-1-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF •St'ls PROPe. NC? �G co tNFF WO w 9405 4' Exp. 12-31-2020 OREGON Certification is to verify the joistheamAruss to carry the loads shown and/or for repair design.The applied loads, & y \SO dimensions,and field conditions info was provided by others. 221 /Q The loads and dimensions must be verified and approved for 9q� �� Digitally seated the specific application by the project design professional. 7ON M. R Jan.2,2020 Notes chemicals S proddo lateral supp0n at bearing p0,nls to avail :M.t,Li ie cturor Into Calculated elnut«oa Designs Es responsible oar of the Handling&Installation lateral displacement and rotation Pacific Woodtech Corp structural adetp»N 01 rhO component based on the6.Wob stiffeners for point load as shown'Animist, I idols(flanges nun not be Cul or apnea point load bearing lengthen as«nos 1850 Park Lane design criteria and loadinge sheave. It i> be 2 Refer,to latest copy of the IJoisl product inlurirelion 1.For gal roofs provide proper drainage to prs(nnI respensinlily of Me customer and(or me mneauor to Budm ton,WA 98233 eneum the canpo0Ont >dtablily 01 Ne intends chards!or framing details.i-hot ter Sables.0 w bole pondilq 9 apdi<aarn,and to verily lee dimensions and loads. dare N10rect details,munbpry Ia>mning details and (888)707-2285 handling/a/Wien details CIfICWOedtentl.PAm Lumber 3.Damaged Deists must be used ICC-ES ICC-ES ESR-1225,APA PR-L262 I.thy service eondtiens,00101,rioted olnonxrsc •I.Devgn assumes lop flange to be laterally restrained 2.IJasl not to be located with firs rot maul or meow, ny aria ¢tl sM1aelM1iMJ or as specified in engineering notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by i5tn¢tTM CSD I DRAW wn Client: Date. 12/17/2019 Page 65 of ' Project: Input by: * 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project U: RED ROCK CREEK COMMONS J17 PWI-47 11.875" — PASSED Level:SECOND Floor iii 1 milii ' ll i 1 II ;1 lb111111111111111111111111111111111111111111111 IIl111111111111111111111 III1111111N1111111111111 11 .. 1 7/8 / 1SPF .. 2 SPF 3 Hanger(IUS2.37/11.88(Min)) 10'8 1/16' 1. 11'5 15/16" / /'2 5/16" / 22'2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 326 220 0 0 0 Moisture Condition: Dry Building Code: IBCIIRC 2015 2 1080 729 0 0 0 Deflection LL: 480 Load Sharing: No 3 367 248 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" 5 gearin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 63% 219/383 602 L_ D+L 2-SPF 5.500" 79% 732/1084 1816 LL D+L Analysis Results 3- 2.000" 70% 246/409 655 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1885 ft-lb 10'8 1/16" 4280 ft-lb 0.440(44%) D+L LL Pos Moment 1540 ft-lb 17'3 3/8" 4280 ft-lb 0.360(36%) D+L _L Shear 929 lb 10'81/16" 1705 lb 0.545(54%) D+L LL LL Defl inch 0.070(L71963) 16'7 1/8" 0.285(L/480) 0.240(24%)L _L TL Defl inch 0.106(L/1286) 16'8 1/4" 0.570(L/240) 0.190(19%)D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const, 1.25 Comments 1 Part.Uniform 0-0-0 to 22-2-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0.0-2 to 22-2-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �ti�c 0 PROFF,s ,� , G1NFF 'O �iP `' 9405 '9' .'19 �- Exp. 12-31-2020 ia„C—. Ln/1 t 1, OREGON Certification is to verify the joist/beam/truss to carry the loads ✓e le\ shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. �f 1'22,, l.Q, The loads and dimensions must be verified and approved for 7�Q G.• . Digitally sealed the specific application by the project design professional. N M,A Jan.2,2020 chemicals Y Pros lateral support al bearing points to aid -rip"d'33dur nr Into • NotProwlslateral dmplacemeot and relation Calculated S mcWred Cosigns Is fespenable only of the Handling&Installation G.web stiffeners for pant lead as shown Minimum Pacific Woodl Lan ch Corp structural adequacy el Ibis component based on the I.Rost to labs melt ni nobowl ostriukd point load oeem9 l0iOglero proves inches 1850 Park Lane design .Mma and loadings shown II is the 2 Refer to latest may of the!Joist ertable inrrraldiion ➢. For flat roots pemde proper drainage to prbvcm Burlington.WA 98233 surnsib ly of Vie costumer andPf the wnpa tar to details for framing eetats.stiffener tables.web hole pnndinp ensure etc component suitability of Me Mended curl ridging detMla.MatoPD,fastening detach and (S88)707-2285 pplication and to verity the dimensions and loads. hatdlinglereceon amass www.pacilicwoodtech.CAm Lumber 3 Damaged Worsts must not be used ICC-ES ESR-1225,APA PR-1262 ed I.Dry serapesimdkora.unless lrolci othen.lse -1 byvattachedsheathinges g or asss poiliede to be rn enomeearnng 2 Cast eel to be treated whir fire rrnnram prcnrooivc o.e P gin ng nae:. This design is valid until 10/18/2022 Version 19.80.180 Powered by IStrucf" CSD I prsI {.ra7 nupa Client: Date: 12/17/2019 Page 66 of Project: Input by: 303 isDesign Address: Job Name: 19862--SECOND FLOOR T_ Project#: RED ROCK CREEK COMMONS J17 PWI-47 11.875" - PASSED Level:SECOND Floor 111111lll111111111111111111I1111111111111111I111111111111111111 IIII IIIIII II I II111I1111N111IllhJ,llll,I II111111llllll 11111ll1 llIIIIIIllllllllllllll lllIllll IIIIII�11111111111IIIIIIlIl! .: ,NFT L- _.... _ m, / 1 SPF 2 SPF 3 Hanger(IUS2.37111 88(Min)) 10'8 3/16' '� 11'6 15116" y2 5/16" 22'2 1/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 327 220 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1073 724 0 0 0 Deflection LL: 480 Load Sharing: No 3 367 248 0 0 0 Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp e=100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125' 63% 219/384 603 L_ D+L 2-SPF 5.500" 79% 727/1077 1804 LL D+L Analysis Results 3- 2.000° 70% 246/409 655 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -1885 ft-lb 10'8 3/16' 4280 ft-lb 0.441(44%) D+L LL Pos Moment 1539 ft-lb 17'3 1/2" 4280 ft-lb 0.360(36%) D+L L Shear 925 lb 10'8 3/16" 1705 lb 0.543(54%) D+L IL LL Defl inch 0.070(U1963) 16'7 1/4" 0.285(U480) 0.240(24%) L _L TL Defl inch 0.106(L/1286) 16'8 3/8" 0.570(L/240) 0.190(19%) D+L _L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"c.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 10-4-13 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-2 to 22-2-2 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 10-4-13 to 10-10-5 0-5-11 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0 co J PR�}F�s 4 Part.Uniform 10-10-5 to 22-2-2 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 ".�r�CO`c``G I N F, s/O ' 9405 y17 l Exp. 12-31.2020 L"/" OREGON Certification is to verify the joisvbeaninruss to carry the bads shown and/or for repair design.The applied loads, ‘t/4 Y 2�r 1g( dimensions,and field conditions info was provided by others. .9 F The loads and dimensions must be verified and approved for "QLs .6.0, Digitally sealed the specific application by the project design professional. �,T7�N NI M. Jan.2.2020 Notes chemicals 5.Proud,'lateral w on at tearing ioirlrirt iafn pp 9 points w avdd m.'' ..? caleodatod Structured Designs ie responsiee arty d to Handling S Installation lateral displacement part kw mooniral alea wrrb auxerwrs tor noinl low as op,na:renum Pacific Park LanVVoodt ch Corp pulp or Ms compomn;based on the I IJael to eats oust riot be alor rimed point load bearing lengthe=]5 mires 1850 Lane res design at the cusrid tomer loadings shown. Imrmauor tt is o 2.Rorer to latest copy of the IJde product,rornHMn 7.Per flat mots provide proper damage to prevent Burlington.WA 98233 ensure the component witabhity at the intended dew,to Naming details,stiffener tapes,r"ab hole pprMng chart.Meting chiles.multi-ply fastening deans and (888)707-2285 application and to vent tho dimensions and loads handling/melon details www.pacrtcwoodtech.corn Lumber 3.Damaged!Joists rest not be 6100 ICC-ES ESR-1225,APA PR-L282 I.Dry service martens.unless Celt MhVrvn),p 'p.Design assumes top tango la ba laterally restrained 2 tote lot to be treated oath are revertant a ar'rosto no attached sheathing a as specified to dngneerag 1Q5- This design is valid until 10/18/2022 Version 19.80.180 Powered by IStroce" --_ _. Client: Date: 12/17/2019 Page 67 of Project: Input by: • 303 isDesigl1 Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" — PASSED Level:SECOND Floor 1 ; 2 t r t•yy 1= i1t . ® / 11 7/8' 1 Hanger(IU52.37/11.BB(Min)) 2 Hanger(IUS2.37/11.08(Min)) 8'11 1/2" �'2 5/16" 8'11 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Erg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 334 226 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 334 226 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1!2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 60% 226;334 560 L D+L Hanger Analysis Results 2- 2.000" 60% 226/334 560 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 1202 ft-lb 4'5 3/4" 4280 ft-lb 0.281(28%) D+L L Shear 548 lb 8'10 3/8" 1705 lb 0.322(32%) D+L L LL Deft inch 0.034(U3127) 4'5 3/4" 0.219(U480) 0.150(15%) L L TL Defl inch 0.056(U1867) 4'5 3/4" 0.438(U240) 0.130(13%)D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 8-11-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 8-11-8 0-10-6 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF <c- � a S PRofie-, tu cc 47 14'G9405 i N�F s'o2 EXp. 12-31-2020 J LNA I, OREGOPN Certification is to verify the joist/beam/truss to carry the loads v� 1� shown and/or for repair design.The applied loads, V 22,1g Q dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for "9/9 �� `Digitally sealed the specific application by the project design professional. QN M M.A Jan.2,2020 ci emlcys 5.?pride lateral supped at beanng points to avoid ' ,"t'r f it h. Notes .ryal displacement and rotation Calculated red Designs is responsible only or the Handling 8 Installation 6.Web stodtoo 'eI pant load as shown rdnimum Paclfrc Woodled,Corp designadequacy cnteoa and battings shown It is the 2 lib u er to latest wpy of tidst product information ].Fa net roots prcrNe proper drainage to prevent Burlington.WA 98233 mspaotipity of the customs antler fe contactor el deists for hamng details.stiffener tables,web hole pending (888)707-2285 ensure the component suitffiabs of the intended chylt,yp3,p9 details,mWli-ply rSatoniMf dm*and application.and to verily rho dimensions and bads handlinglerecbbn details wWW.pacificwoodtech.corn Lumber ].Dammed blasts must not be used ICC-ES ESR-1225.APA PR-L262 t Dryservice contll4ons,unless rotr+J otherwise Deep assumes top flange to be laterally restrained ty attached etraatlang or as specified In engineering 1.!deist not to be treated tam&o.anmant or rot-move nines. This design is valid unfi110/18/2022 Version 19.80.180 Powered by iStruct'TM CSD Ij"ge Client: Date: 12/17/2019 Page 68 of Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:SECOND Floor 1 , ii !I ttff ff 2 EE !! f i !! ff tt iiiitiIFtIlIIII"II" II'IIi'Illh1IIII#lIi! Ilflllllllliii[III11/III �IIIlliiittlitinilI / 11 7/8" 1 Hanger(ITS2 37i1 I 88) 2 SPF 9'2 1/16" / "�2 5l18' 9'2 1/16" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 366 247 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 367 248 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 718 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 66% 247/366 614 L D+L Hanger Analysis Results 2-SPF 2.125" 64% 248/367 615 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 1349 ft-lb 4'6 15/16" 4280 ft-lb 0.315(32%)D+L L Shear 601 lb 9'13/16" 1705 lb 0.353(35%)D+L L LL Defl inch 0.039(U2765) 4'7" 0.224(U480) 0.170(17%)L L TL Dell inch 0.065(U1651) 47" 0.449(U240) 0.150(15%) D-I-L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-2-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-2-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��Pa PAQFe et, 9405 .1., Exp. 12-31-2020 t1.n,A OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, V', I,22 ,gArA 4 dimensions,and field conditions into was provided by others. The loads and dimensions must be verified and approved for �'9R V Digitally sealed the specific application by the project design professional. �N M.a Jan.2,2020 Notes chemicals 5.proWde lateral sappcn al boanng pools to/raid M.31111 iacht r Cr Into Calculated Structured Desgns is rosponslble onlyof din Handling&Installation IaMdl displacement and rotation Pacific Woodte Ch Corp9ructual adequacy of thIs component based CO IMP 6.Web stlfeners rm pant bad as shown Minimum desgn uadeq cy 1004110 s It c the 1.mist flanges crust not be color drilled point loadrbeanneanolh1 1.5 mhos 1850 Park Lane respmsitiliy a Use customer and or the contractor to 2 details for ham dr 10 101051 copy o ads.sGee he err laaades information nook p nor flat roofs prohde props drainage to pevent Burlington,WA 98233 ensure the component %Atlhiie/ of the intended g - (pr�� 85 appliootion.and to veiny the danosions and loads. fAw�ngleo�amaYd mr96-pv fastening xlails and (888)707.2 bemageareoadn mustdetails m Lumber C Damaged su!Joists must not i l ICC-ES ESR-1225,APA PR-L262 I.Dry service conditions.unless racy othe m,sc n.Design top flange to be laterally r¢stranW 2 Idolsl not to be treated With tiro rcLtMael a corrovme by slealhirg or as'Peaked in"new'''' notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructn" CSDI°s • Client: Date: 12/17/2019 Page 69 of " Project: Input by: r 303 isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J 18 PWI-47 11.875" - PASSED Level:SECOND Floor II I ii Z F�OiliiJtl I 1 Ill11![�l##(( intttt((li[[ullfllflttffllllh111ffll!## '11111111 te- t* 11 7/8" ,�.,x.�. 1 Hanger(ITS2.37/11.88) 2 Hanger(1TS2.37/11.88) 8'8 5/16" f 002 5/16" 8.8 5/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 25.28"o.c. Design Method: ASD 1 306 207 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 298 201 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 55% 207/306 513 L D+L Hanger Analysis Results 2- 2.000" 54% 201/298 500 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 1062 ft-lb 4'4" 4280 ft-lb 0.248(25%) D+L L Shear 502 lb 1 1/8" 1705 lb 0.294(29%) D+L L LL Defl inch 0.034(U3017) 4'4 1/8" 0.213(U480) 0.160(16%) L L TL Defl inch 0.057(U1801) 4'4 1/8" 0.425(U240) 0.130(13%) Da-L L — Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 8-8-5 0-8-9 to 0-8-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 6-8-11 1-0-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 6-8-11 to 8-8-5 0-11-4 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF PAD PROF4.^ `.) v\G1NF�`�S'/O Exp. 12-31-2020 W1 OREGON Certilicadon is to verify the joist/beamNuss to carry the loads tie/ ge,A'\ shown and/or for repair design.The applied bads, <Y 22 a\' v dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for '9p �� Digitally sealed the specific applicatlon by the project design professional. 'rn(1 f (�, Jan.2,2020 Notes chemicals 5.Provide lateral support al boding boats to avail ''in:"If'nitre;^r!r;fp Calculated sl awed Des s is responsible only of the Handling&Installation lateral dlsPixemc,.and rotation min Pacific Woodlech Corp sp0.web sbe bearing prim load as slwvm bfirwn xal adeauary of Ib5 component based oe Ibe I. !Rost tangos must not be cm on dolled pain,,load bearine lergNee 35 tr es 1850 Park Lane design futon, and loadings shown It Is the 2.Refer to latest Copy of the Joist Product information 7.For flat roofs provide proper dralnaee te Pavam. Burlington.WA 98233 responsi rio customer et Re custom and or the contractor to delaih for haren9 details.stiffener Wiles,web' hole pending ensure ma component WiWbillly of Me intended chat bridging details.mWILPly fastening details and (888)707-2285 appiemen and no verily the dmissions and loads. eaMrmryereelmn details 'maw paclfic'woodleoh.00fn Lumber 3_Damaged,,Joists next nal be used ICC-ES ESR-1225,APA PR-L262 I.Dryservice Wm:teens,unless Oesi9r,assumes tap flange to be latonaly reslraned ss no o,tonr"zm r;.f atWtl+sd 3healning a as vpedrinol in enginttv'ml9 2 oast not to be memo with Inc reurdant In wrrou+a noes. ThIS design is valid until 10l18/2022 Version 19.80.180 Powered by iStrucev CSD I p R Client: Date: 12/17/2019 Page 70 of Project: Input by: 303 isDeslgn Address: Job Name: 19662—SECOND FLOOR Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:SECOND Floor ll#lllllllIIlll1I1llhllll{#111llilllhll111l11hllllt1jl1llII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII©IIIIIINNIIIIIIIIII / ,. 11 7/8" 'I Hanger(ITS2.37/11.88) 2 Hanger(ITS2.37111.88) / 8'10 5/8" 'y y2 5/16" 8'10 5/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 298 201 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 296 200 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 53% 201/298 499 L D+L Hanger Analysis Results 2- 2.000" 53n/e 200/296 496 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 1059 ft-lb 4'5 1/4" 4280 ft-lb 0.247(25%)D+L L Shear 488 lb 1 1/8" 1705 lb 0.286(29%)D+L L LL Defl inch 0.029(U3560) 4'5 5/16" 0.217(U480) 0.130(13%) L L TL Dell inch 0.049(U2125) 4'5 5/16" 0.435(L/240) 0.110(11%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 8-10-10 0-8-3 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-7-15 2 Part.Uniform 0-0-0 to 8-10-10 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF so PRopk,, ,co �G}NE- C. /O �tu� 9405 1" Exp 12-31-2020 1N" OREGON Certification is to verify the joist/beam/truss to carry the toads shown and/or for repair design.The applied loads, v<j r 22,1ej dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for 9'9A �t�V Digitally sealed the specific application by the project design professional. n( M, 't Jan.2,2020 Notes dtemlcsis 5.Provide lateral support at bearing points to AVM hlU ltulaC to re' life Calculated stuWed Designs Is responsible Dray or the Handling&Installation lateral displacement and rotation sbucwral add uo of this tom morn based an BeG wee t load for point load as senwn Minimum Pacific Woodteeh Corp g ce PD I hoist flanges must not bo al or dolled rosponsitilePark Lana design y of the and odor me connectorlto 2'Refer to for fraM latest mmdetail of s.Wrenn tableso[Joist product nwep ele formation 1_ flat Neff proper rmama9e to prwem Burlington.nchou WA 98233 aprc the component suitabtfy OF No intended than,bregirg details,muln-ply Fastening details and Donefrq (888)707-2285 plication.and to eerRy the Cemunsrons and bads handling/erection decals 'www.paclflcwoodtech.corn Lumber a Damaged woiats must eclbe head ICC-ES ESR-1225,APA PR-L262 I.Dry service conditions,unless iwtcd Mdenv sc c Design assumes top flange to be lateral]y restrained 2.IJasi not to be treated wan fire retardant Or Ca,msere try attached sheathing or as specified In engineering awes This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructmi maw CSDIT Client: Date: 12/17/2019 , Page 71 of Project: Input by: 303 t isDesign Address: Job Name: 19662--SECOND FLOOR a'senewe Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:SECOND Floor r5 -- : J~ v. a -, e say. t a a'e`,,, . rie' t*.1- r 11 7/8" .-a~-a ..� _ , -x tar i.rw...�„. n.a .�', _,�- -: '.-,,. ._-•ev...:..�.,. .,.. I i 1 SPF 2 SPF / /—/8'7 7/8" 2 5/16" / 8'7 7/8" Member Information Reactions UNPATTERNED lb (Uplift) , Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASO 1 170 114 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 179 137 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Stu rd-I • - Importance: Normal FloorOSB Nailed and Glued Temperature: Temp‹=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 4.250" 23% 114/170 284 L D+L 2-SPF 7.375" 26% 137/179 316 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 519 ft-lb 4'2 3/8" 4280 ft-lb 0.121(12%) D+L L Shear 265 lb 3 3/8" 1705 lb 0.155(16%) D+L L LL Defl inch 0.013(U7227) 4'2 7/16" 0.196(L/480) 0.070(7%) L L TL Defl inch 0.022(U4315) 4'2 7/16" 0.392(U240) 0.060(6%) D+L L ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 7-9-13 0-4-2 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 7-9-13 to 8-7-14 0-3-13 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 8-4-9 to 8-7-14 19 PLF 0 PLF 0 PLF 0 PLF 0 PLF 5 Part.Uniform 8-4-11 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF .,C\ PRpfiFS `g'Sr, IG1NEFS/O '0 9405 'Q y-v /- Exp 12-31-2020 ( Ln/1 OREGON Certification is to verify the joisbbearMruss to carry the bads ✓ shown and/or for repair design.The applied loads, �4 V22 \91!l� dimensions,and field conditions info was provided by others. 'Qtl h V� 'Digitally sealed The loads and dimensions must be verified and approved for A 7 n the specific application by the project design professional. n� M. Jan.2,2020 Notes chemicals 5.Praia lateral succor at beating points to ova,. "" 'ftlo ill Calculate151acrured err' Webstiteral ispnersrutenlaoint load on Pacific Woodtech pe is m,ponsib basedref here Handling e.wee load borsfer point maa as shown Minimum CorprP structural adequacy of Ida component on Inc I Refer Ronnie rrtusl toted wi gh!prod oira bearing lengthen 3.5 inches 1850 Park Lane design criteria and loadings snow It Is the 2,Refer to latest copy of the!Joist product information 7 For nal roofs provide proper drainage to preien: Burlington.WA 98233 responsibility of the customer and orCo int br to details for framng deeds,stiffener tables,wee hoe pending ensure do cotnpurtant suitability or in :mended chart,bridging&lads.wilt-ply fastening details are (888)707-2285 applcatmn and to vedfy the dimensions andti loads haMnnorerecbon totals WwW.paeificwoodtech.com Lumber : Damaged!Joists must not be used ICC-ES ERR-1225,APA PR-L262 I. Drysav,cocondeons.unless nnteJ�thcr...se a design assumes lap flange to ao laterally reelraned by attached sheathing or as specified in enghleMing 2.!Joust not to be treated tvilh Sic rotas::ri:i:an.n., nolas_ This design is valid until 10/18/2022 Version 19.80.180 Powered by iSoirt fl CSD I men Client: Date: 12/17/2019 Page 72 of Project Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR erimemi Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:SECOND Floor r4 3 ifil I I^Te! $7-;r "'TMN1 ,.- ._ y. ® / 11 7/8' 1 SPF 2 SPF / 8'7 7/8" �2 5/16" / 8'7 7/8" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 224 151 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 238 181 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Uve: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 30% 151/224 375 L D+L 2-SPF 7.375" 34% 181/238 419 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 686 ft-lb 4'2 3/8" 4280 ft-lb 0.160(16%) D+L L Shear 350 lb 3 3/8" 1705 lb 0.205(21%) D+L L LL Defl inch 0.017(U5473) 4'2 7/16" 0.196(L/480) 0.090(9%) L L TL Defl inch 0.029(U3267) 4'2 7/16" 0.392(U240) 0.070(7%) ❑+L L ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1,15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 8-4-12 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 8-4-14 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF ' ''C PRoF�0s w 9405 r 2i7 f t CC Exp. 12-31-2020 W" OREGON Certification is to verify the joistibeam/truss to carry the loads u/ shown and/or for repair design.The applied loads, (/ '` ' dimensions,and Iield conditions info was provided by others. -g {Y'z2 19 The bads and dimensions must be verified and approved for 10 I {by- Digitally sealed the specific application by the project design professional. ,,77n�1( Jan.2,2020 Notes chemicals 5.Provide labial support al bearing paints to avoid Man li f'tr`tlre r Info Calculated Structured Designs is respalsreo o,in N the Handling&Installation lateral displacement androtatgn struculat adequacy6.Web o deners for pant load as smwn nein/mun Pacific Woodt ch Corp of Ores component based on the 1 h.,nargesnwst not bowtordrgel design cdlene arid Ioairgs shown it is D a 2.gofer to latest copy of the 1Joist For laadbesriprvide prep r5 inches 1 u50 Park Lane rosponsit'Lly of tire customer eodror De cent-autos to product,web hole ].For flat rook prohee proper drainage to prevent Burlington,WA 98233 debits far.rig pot acting.stiffener Lams web hole porting ensure k-and verify sdimensyi of and intended cberhng/Oreli[totals.mWti-ply fastening debased en g (888)viww.p cifcwo aPPl ragon,and to vairy the dimensions and Lords. bandlingvereclion detects WwW.paciflCW00dledl.fAm Lumber 1 Damaged'Joists must not boosts! ICC-ES ESR-1225,APA PR-L262 I.Dry service cmtlWom,unless rwieJ tWrurwisa p.Design assume top flange to be laterally restrained 2.!Jots(tEl to bo treated wilh fire retardate or core:grm ''y attached sheathing or as specified In engineering omcs This design is valid until 10/18/2022 Version 19.80.180 Powered by iStrucf° CSD'neasaw CS vi. Client Date' 12/17/2019 Page 73 of rispesProject: Input by: n 303 ign Address: Job Name: 19662—SECOND FLOOR Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level'SECOND Floor [ 4 3 ElII I ' i 1 - IUI IIIAUII� I I 1IU i1f/11111unl11■ IIr11111111111Ni 11M■INIAAI11R*__fulfil / 11 7/8" 1 SPF 2 SPF 8'7 7/8" y2 5/16" 8'7 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing' 16"c.c. Design Method: ASO 1 224 151 0 0 0 Moisture Condition: Dry - Building Code: IBC/IRC 2015 2 238 180 0 0 0 Deflection LL 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Stunt-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 30% 151/224 375 l D+L 2-SPF 7.335" 34% 180/238 418 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 686 ft-lb 4'2 7/16" 4280 ft-lb 0.160(16%) D+L L Shear 350 lb 3 3/8" 1705 lb 0.205(21%) D+L L LL Deft inch 0.D17(L/5468) 4'2 7/16" 0.196(L/480) 0.090(9%) L L TL Defl inch 0.029(L/3264) 4'2 7/16" 0.392(L/240) 0.070(7%) D+L l ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 8-4-15 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 8-5-1 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF RFD PROFF ,`c.��1.‘G1NE- , v/O LS 4 9405 'S' 1- /-. Exp 12-31-2020 OREGON Certification is to verify the jjoistlbearmtruss to carry the loads ct, l k shown and/or for repair design.The applied loads, O.22 �9 dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for '9 !! Digitally sealed the specific application by the project design professional. �. N M M.�y Jan.2.2020 Notes chemicals 5 Provide lateral support at bearing points to avoid 'n1"tt&II•I •' ' Calculated Structured Designs is responsible only of en Handling&Installation Ialeratd,senesmMtandratalion Pacific Woodtecfl 5.Web sdisplace Igl aninl load as slew+,Mv,imm, Corp structural adequacy of this component based on the I. Jest flanges must not be ail ordrilled point load bearing length,=35 inches 1850 Park Lane design colored and loadings °III.. It Is Jelatest 2.Refer to copy of the IJol51tsl Redact,web ).For Ilan roofs Provide proper drainage to prevent Burlington.WA 98233 responsldlinY of the tpmar andy the MMaclor IF details for framing details.stiffener tables, tab hole 'wilding _--.--- ensure the component suitability ar Na intended chart,bridging details.mutimly fastening details ann (888)707-2285 appllcabon and to verily the dimensions and loads handling/medico details www.paeiticwoodteeh.eom Lumber 3.Damaged l.b515 neat not he used ICC-ES ESR-1225,APA PR-L262 1.D service conditions unless rimed(Ilhan�Iv: I. Diogn assumes lop large to be latnnally restrained Dry by attached sheathing or as spec led In M(fneenno 2 IJast not to he treated with fire romrdanl nr r:lnosive „pts This design is valid until 10l18/2022 Version 19.80.180 Powered by iStruet"' CSD I eeimia olnn: Client: Date: 12/17/2019 Page 74 of Project: Input by: 303 isDesign Address: Job Name: 19662—SECOND FLOOR miovv..... Project 8: RED ROCK CREEK COMMONS J 18 PWI-47 11.875" - PASSED Level:SECOND Floor [4 3 I 2 1111111 11111111111111n11 1111111111111111111111 IIII 11=1111 11IUUIHuII$1 Ilnlnnlll111u11111InnnlnlI11•It + a ? ® / ro e ^''t .<-" r,._. _--- ��t" 117/8" �. , 2 SPF / 8'7 7!8" "�2 5/16" / 8'7 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 224 151 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 238 179 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100"F Ceiling: Gypsum 1/2" Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 30% 151/224 375 L D+L 2-SPF 7.315" 34% 179/238 416 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 687 ft-lb 4'2 7/16" 4280 ft-lb 0.160(16%)D+L L Shear 350 lb 8'1 7/16" 1705 lb 0.205(21%) D+L L LL Defl inch 0.017(U5465) 4'2 7/16" 0.196(L/480) 0.090(9%) L L IL Defl inch 0.029(L/3263) 4'2 7/16" 0.392(U240) 0.070(7%) D+L L ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 8-5-2 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 8-5-4 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF AG-0 PROPF ,,C.? �G,1 N€" SS,/0 9405 -5' l Exp. 12-31-2020 1.,n!1 OREGON Certification is to verity the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, V dimensions,and field conditions info was provided by others. ��Y 2'2 a\9 The bads and dimensions must be verified and approved for 1'7 L� Digitally sealed the specific application by the project design professional. ,N M. rt• Jan 2 2020 Notes cbcamals 5 Protects lateral support al bearing poets to moldWI nil lacti.Per In'[ Calculated Slruaured Designs Is responsible only of an Handling 8 Installation lateral&splacpnenl and rotation structural adepuacy of this tent bash on one 6.Wob stiffeners for print load as shorn minimum Pacific Woodlech Corp component I.IJoist flames m ei ail be al or treprl e ponsi coterie of Wed Meetings and'o Shown the calntrador to 2.neat to latest copy ol1lw 1Jais1 PAW information 7.For flat loofsnnprovide proper drainage to vowel Bur1850 Pall(Lane tletaas(Or tramng details.nitro-wows. ter r ola pandinu (888)lion.WA 98233 ensure the component "Witt or the intended than bridging details,mNayly fastening decals and (888)707-2285 applicz6en.and to verily the d'enenstons and loads handlinglerectoa details www.pacificwoodteeh.corn Lumber 3 Damaged laststs most nut he used ICC-ES ESR-1225.APA PR-f202 I.Dry service canddgm,unless riven rehenvsC 'l Design assumes lop large b'on laterally rash-Rater: 2 tied nal to be treated wit De retardant or connive ^'>Iles aces h?d snealhvg or an spadPon)in enginserilg . This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruclTM acaw CSDMINI Client Date: 12/17/2019 Page 75 of Project: Input by: r 303 isDesign Address: Job Name: 19662--SECOND FLOOR i-- --' Project#: RED ROCK CREEK COMMONS J18 PWI-47 11,875" - PASSED Level:SECOND Floor ( 5 4 aril i l): 'f'' 2`) MIIII1N r I I ' IIIit�[�IiIIIIII II 111tlnuiiluuit lli111nurtlIIHrl111tluntm / t7' v xu nc xi . ---',4:, - .c - '�",: 11 7/8" - L� ! I 1 SPF 2 SPF ! .4—/ 8'7 7/8" 2 5/16" f /8'7 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASO 1 223 150 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 238 177 0 0 0 Deflection LL: 480 Load Shanng: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 4.250" 30% 1501 223 373 L D+L 2-SPF 7.313" 34% 177/238 415 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 686 ft-lb 4'2 7/16" 4280 ft-lb 0.160(16%) D+L L Shear 350 lb 8'17/16" 1705 lb 0.205(21%) D-I-L L LL Deft inch 0.017(L/5466) 4'2 7/16" 0.196(1./480) 0.090(9%) L L TL Defl inch 0.029(L/3263) 4'27/16" 0.392(L/240) 0.070(7%) D+L L ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 0-9-2 0.7-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-9-2 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 8-5-5 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF 5 Part.Uniform 8-5-7 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF C��G0 FAPF6Js ` 20-G1NFfi /D 4. 9405 -v ,t 1 Exp. 12-31-2020I ( ,.„..,.1— ln/t QREGON� Certification is to verify the joisVbeamfruss to tarty the loads ✓0 shown and/or for repair design.The applied loads, C Y 22 r,9 !Q dimensions,and held conditions info was provided by others. 9.51,r� (V Digitally sealed The loads and dimensions must be verified and approved for T•T .� the specific application by the project design professional. �N M, Jan.2,2020 h nical. 5 Preside lateral support at beadno Wits te a"of' ''.' ' '-‘' Notes lateral diSolacement one rotation Cetcmmm&motored oes"yrs is responsible only of to Handling&installation s won d ro yI pant,,,,ad as vno .rake,,,, Pacific Woodtech Corp structure, ter adequacy of Mis component based on the I P. pat a",,nre rot w ,t t bal or driled point load beating length>=3.5 inches 1850 Park Lane design cetera and itteret abbvn a is the 2 Refer In last copy of the ucist product i.Web flue ].For flat roots orb nde Proper Mama°.to Prevent Burlington,WA 98233 resportsiIliry of the entanv and:er the contractor to dekko fed!arrdel details.stiffener tapes.net hole pending (868)707 2285 ensure lee component sdtabotiy or the intended chart tuidg"g dea"s,rmsli.py fastening Mlals and appl&soon.and to verify the dimensions and back handliay'ereanan details ICC-ES Lumber 3.flamenco s mud not be used ICC-ES ESR-1225,APA PR-L262 I.o encore conditions un CSt rioted edte.C::ISC .I r)°sigo assumes lop Ranee to be lelenany restrained rY .attached 9MaRnng or-as seemand in CnotneNirlg 2 I1n61 not to be treated Ylth life r::Mein,y earfosb'e no:PC. This design is valid until 1 011 812 0 2 2 Version 19.80.180 Powered by IStruct"' CSD I nrs„wft Client: Dale: 12/17/2019 Page 76 of r Project: Input by: 303 IsDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:SECOND Floor : s 5 Il tiltHaiia 1 4 �� fl 11111111111111111111aa i®1!®11■ 1111111111111111101111111 / 11 7/6" 1 SPF _ ...... -. L - SPF 8'7 7/8" / /—/2 5/16" 8'7 7/8" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 200 135 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 237 176 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FborOS8 Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 4.250" 27% 1351 200 334 L D+L 2-SPF 7.277" 34% 1761 237 413 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 685 ft-lb 4'2 1/2" 4280 ft-lb 0.160(16%) D+L L Shear 350 lb 8'1 1/2" 1705 lb 0.205(21%) D+L L LL Defl inch 0.017(U5482) 4'2 1/2" 0.196(U480) 0.090(9%) L L TL Defl inch 0.029(U3273) 4'2 1/2" 0.392(U240) 0.070(7%) D+L L ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 0-3-14 0-2-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 0-9-2 0-0-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0.3.14 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 0-9-2 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 5 Part Uniform 8-5-8 to 6.7.14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF 6 Part.Uniform 8-5-10 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF S PED PR°PA', ct ,,c� v.\GINF$. /O ti 9405 .1' -4 r cc Exp 12-31-2020 lrt.^ OREGON Cerificallon is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, g dimensions,and field conditions info was provided by others. 9 v�4 Y 22 a !v The loads and dimensions must be verified and approved For 9 F V Digitally sealed the specific application by he project design professional. R�r Y�rIA ,P"' Jan.2,2020 Notes chemicals 5 Prdvdo lateral support al bmdng poiras to avoiu '°rt Witt iec turn/Inlet Calculated Structured Dews is responsible only of the Handling 8 Installation lateral displacement ued rotation Pacific Wootllech CorpatNCNeeI adequacy W this component base)an the 6.Web stiffeners for point load as shown Minimum tlesi mildea and loa& I I.Refer flanges must not be=or armed point load bearing lengthen3r inches 1850 Park Lane dead^wilily of de custom ceder°life contractorIStie 2.Refer to latest copy of ds IJoist product information 7.For flat roofs provide proper drainage to pawnt Burlington,WA 98233 ensure the component suilebely of the useMrd chards rod e9 delg ils,io i ply fastrening ping(ICwb hole pending 9 application.and to verily the&mansions melbads. hcandlt.ing/erection details,mWliyly pslmirg details and www.pacificwoodlech.com -- haMuged'Jor to dust n www.pacificweodtech.coin Lumber 3.Damaged'Joists must not used ICC-ES ESR-1225,APA PR-L262 I.Dry service condi4ans,unless noted Otherwise a.uewign assumes lop Marge to be laterally/weaned 2. Joel not to be treated wllh tIe,emNaet or W=MENe „attached sheathing or as seceded in MgN1C,1rNG dCe This design is valid until 10/18/2022 Version 19.80.180 Powered by iSirud''I CSD I nrsw W. Client: Date: 12/17/2019 Page 77 of Project: Input by: 3 3 isDesign Address: Job Name: 19662—SECOND FLOOR Project#: RED ROCK CREEK COMMONS ' J18 PW1-47 11.875" - PASSED Level:SECOND Floor . 5 6 4 {[ {!{ i17: a 'kf 1(t jai tl i l i j i i 13'I I)I li).!!'i j y I.S J 1 1 1 I ,, i $ t 3 < . ,. . ' i ' ����-� . am � '� -4',.---.."-:'''� z ''"�r - ,r.-r�-.. . 11 7/8•. �� ; �> I " , i r 1 SPF 2 SPF / 8'7 7/8' r �r2 5/16" / 8'7 7/8" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 211 142 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 227 165 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 29% 142/211 353 L D+L 2-SPF 7.257" 32% 165/227 391 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 660 ft-lb 4'2 7/16" 4280 ft-lb 0.154(15%) D+L L Shear 336 lb 8'1 1/2" 1705 lb 0.197(20%) D+L L LL Defl inch 0.017(U5686) 4'2 7/16" 0.196(U480) 0.080(8%) L L TL Deft inch 0.028(U3395) 4'2 7/16" 0.392(U240) 0.070(7%) D+L L ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part Uniform 0-0-0 to 0-3-14 0-5-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-1-0 to 8-5-3 0-7-6 to 0-7-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-3-14 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Tie-In 8-5-3 to 8-7-4 0-7-5 to 0-7-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 5 Part.Uniform 8-5-11 to 8-7-14 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF 6 Part.Uniform 6-5-13 to 8-7-4 37 PLF 0 PLF 0 PLF 0 PLF 0 PLF �¢ .p PRoFk.•,, .�� v\GINE� `0'o ��' 9 -4'9405 Exp. 12-31-2020 OREGON Certification is to verity the joist/beam/truss to carry the loads ✓ A''L shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. L Y 22.1g(!!Q The loads and dimensions must be verified and approved for '9,9 VV Digitally sealed the specific application by the project design professional. R�'Y M,A Jan.2,2020 Mmenecale 5 Provide141 i r31 soppc.i al bearing pans to avoid tit 1.c :eiJ Notes .at oral displacement and rolatun calCWated Structured Designs is rersiuo oils of'Pe Handling&Installation e web stxenprs rm print lox as sttpwn nr dmom PauhcarkLanch Corp design adpeueey of Ma component based an ire t,'Jost flanges most net bead(gentled point loadbet 01 length,:3.S inches 1850 Park Lane desgn uileda and loadings shown h is Me 2 gafor la a Iran copy of the Joist product infoeb hole Y.For flat roc or proper drainage to prevent Burlington,WA 98233 d°sigD tlily od the customer and or the a Imam!to details la trams deters.serener tables hole prnding e'n I" Ne d to enent Starebnay or b vntestdca chart bodging details.multi-ply fastening details and i686)707-2285 ceor caucn aml to verity the Omer-rasters and loads hamlingrerection details www.padficwoodteeh.com Lumber Damaged uolsls most not be used ICC-ES ESR-1225,APA PR-L262 t.D SOMceconOnipns.ul>feyv nC}ed rrltemnse 4 Oesign assumes top flange lobe laterally restrained N I. attached sheathing or as specified in enginoesirg 2 Worst not to betroatod.rllh Seutereanl o corros=e nags. This design is valid until 10/18/2022 Version 19.80 180 Powered by iStruct" CSD I ayWal Client: Date: 12/17/2019 Page 78 of C Project: Input by: 303 isDesign Address: Job Name: 19662--SECOND FLOOR Tw Project#: RED ROCK CREEK COMMONS J18 PWI-47 11 .875" - PASSED Level:SECOND Floor 2 IiliiiiliioliiiiiiiimmoiHiiiiiiiiilii iliiiiiiiinoiiiiNi iiNiiiliiiliiiiliiii 3 / 11 7/8" 22 1 Hanger(ITS2 37111.88) 2 SPF 9'4"/ y2 5/16" 9,4n Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 373 252 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 371 251 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" Bearings General Load Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 67% 252/373 625 L D+L Hanger Analysis Results 2-SPF 2.125' 65% 251/371 622 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 1398 ft-lb 4'7 15/16" 4280 ft-lb 0.327(33%) D+L L Shear 612 lb 1 1/8" 1705 lb 0.359(36%) D+L L LL Defl inch 0.041 (L/2650) 4'7 15/16" 0.228(L/480) 0.180(18%) L L TL Defl inch 0.069(L/1582) 4'7 15/16" 0.457(L/240) 0.150(15%)D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 9-1-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part Uniform 0-0-0 to 9-4-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part Uniform 9-1-14 to 9-4-0 0-7-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��PR So PQFFs -4.. �' 9465 ti 1;. Exp. 12-31-2020 my OREGON Certification is to verity the joisl,beam/iruss to carry the loads vshown and/or for repair design.The applied loads, ei Y ,91 dimensions,and field conditions into was provided by others. 22, !� The loads and dimensions must be verified and approved for 1'9/C� �`� Digitally sealed the specific application by the project design professional. nN M.A Jan.2.2020 Notes chernrcals a Pmdde lateral support at pomp polls to avaa -^i.sl-iota:re:[ilk' taed oesgns is responsible lateral deptacemtta all rotation Calculated Sbucl only or the Handling&Installation G.web cad bearing fp,palm load as shown e+Mmpm Pacific Woodteeh Corp structural adequacy of Ihg rmmponeel based on Ill t.IJwsl(larva,must nor be cut or drilled Poinl own It is he 2 Refer rk Lane ensponsbiliy of the custRon merle and omer and/or d/olr Ma contranervto detaastottlelr It copy of tie p'Rerer tales.,bleb information a-ppoondflu roofs prove proper sorrow to Prevent Bud nglorn.WA 98233 ng ensure Ibe component suitability or the "Mended chart hddg'mg details,rndli-ply fastening deals era (888)707-2285 application.and to verify:he dimensions and bads. hanabn{yerection coots wwvo pacificwoodtech.com Lumber ?.Demigod Deists mist not be used ICC-ES ESR-1225,APAPR-L262 I.Dry service cmditiona,unless nowotherwiseDistgn assumes rep flange to se laterally restrained 2.I Joisteel to treated wilt,Pre owUrtldnt IXierpsl.0 by allaClMd ohealhillg or es spedried in fl119htaWb notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by 1Strud"J CSD I aq�w ptswu Client: Date: 12/17/2019 a Page 79 of °' Project: Input by: 303 , isDesign Address: Job Name: 19662--SECOND FLOOR Project#: RED ROCK CREEK COMMONS J 18 PWI-47 11.875" - PASSED Level:SECOND Floor IIIIIII I iiiiiiiiini«itoo 111111111111111111111111111111111111111I1111 ® / ® / f(I, 1 Hanger(11°52.37/11.88) 2 SPF I 9'4" /'P 5/16" I. 9,4' Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 373 252 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 374 252 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 67% 252!373 625 L D+L Hanger Analysis Results 2-SPF 2.125" 65% 252/374 626 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 1398 ft-lb 4'7 15/16" 4280 ft-lb 0.327(33%) D+L L Shear 612 lb 1 1/8" 1705 lb 0.359(36%) D+L L LL Defl inch 0.041(U2650) 4'7 15/16" 0.228(U480) 0.180(18%) L L TL Defl inch 0.069(L/1582) 4'7 15/16" 0.457(U240) 0.150(15%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-4-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-4-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��c0 PROFS `�� �G 1 N E- i0 v,� 4. 9405 'g .--p Exp 12-31-2020 OREGON Certification is to verity the joist/beam/truss to carry the loads ✓� '`'\ shown and/or for repair design.The applied loads, "9 4 Y 22 \CJ O dimensions,and field conditions info was provided by others. I The loads and dimensions must be verified and approved for '9R F V `Digitally sealed the specific application by the project design professional. �1V I.P Jan.2,2020 Notes elamicos 5 Previd¢lateral supped at bearing points to ae,g Mann la C.Ila:I^`G Calculated sl, lured Designs Israoponsrbe only of the Handling&Installation ial,,,,ggeral splaecmmtandrdalion Pacific Woodlech u w¢n oad boa/for ngthl 3.5 no eIl01+n IAninum Corp design " n l Cl leis ne; Sh w based a,the I Refst orges must riot to !J ost pried o load eaols pl It wetter pro er trcMs 1850 Parkio Lane re dove,' corona re C loadings snmhe It Is me a,Refer to West Ca er de,!Joist product ieo n hole ].Foe flat roots proNee proper dainagc In prevent Burlington.WA 98233 resure the Sr the customer blfty at be mtonr to charts foerel Dawdle ils,mul soenertwI ren9 tatl hole Wndreq insure U,c tempo, to I weeenR sOa ds. clmrl.ngiereq details,mNli-0ly fastening deals and (888) pacific707-2285 o apgiwlipn,aM!p vttdy RR dimenagns and leads. llandAngerection dctaAs Www.pa CIfCW00d1eCh.Com Lumber 3.Damaged lhMs mutt not be usea ICC-ES ESR-1225•APA PR-L262 . '1 Design assumes lap flange lu be!aterdly restrained I 0 serW¢C Renee....urdess mace dllmnsp 2.IJpst net to be treated web lee,terdant o,[ormste3 by leached r000101ng or a5 SOrb fed In( g'tTtcV•llllg nuns. This design is valid until 10/18/2022 Version 19.80180 Powered by iStmct'1 CSD I MA. Client: Date: 12/17/2019 Page 80 of Project: Input by: 303 , isDesign Address: Job Name: 19662--SECOND FLOOR Tw Project#: RED ROCK CREEK COMMONS J18 PWI-47 11"875" - PASSED Level:SECOND Floor I 111111111111111011 111111111 II gt i i RlIi miiiisi -lve i .. .,. 11 7/8" / 1 Hanger(ITS2.37/11.88) 2 Hanger(ITS2.37/11.88) 9'2 7/16" y2 5/18" 9'2 7/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 23.452"o.c. Design Method: ASD 1 287 194 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 287 194 0 0 0 Deflection LL: 480 Load Sharing: No Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp es 100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 51% 194/287 481 L D+L Hanger Analysis Results 2- 2.000" 51% 194/287 481 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 1077 ft-lb 4'7 1/4" 4280 ft-lb 0.252(25%)D+L L Shear 472 lb 1 1/8" 1705 lb 0.277(28%) D+L L LL Deft inch 0.031 (U3453) 4'7 1/4" 0.225(U480) 0.140(14%) L L TL Defl inch 0.052(U2061) 4'7 1/4" 0.451 (U240) 0.120(12%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location nib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 9-2-6 0-7-0 to 0-7-4 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 1-0-2 0-10-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part Uniform 1-0-2 to 7-10-2 0-11-15 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part,Uniform 7-10-2 to 9-2-7 0-10-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF j?,,S° PROF , .�' GINF SS/0 4' 9405 '9 1.7 7 Exp. 12-31-2020) , OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, v dimensions,and field conditions info was provided by others. 'T 4L}'22,1g {y{�r The loads and dimensions must be verified and approved for 9� Digitally sealed the specific application by the project design professional. ON M, Jan.2,2020 Notes rtevnicals 5.Prondv lateral support at beaing paints to avoid Mar'mfacturer info ��-- Calculated structured Designs is responsible only of l>,e Handling&Installation Wend displx¢merR and rotation sirucnral adequacy of this cpmpenent based al the Joist Ranges mist rot be,cut or driled g Web stiffeners for point load as shown fdWm,m Pacific Woodtech Corp W.I.,' criteria and loadings shmyn. ll is the a Refer m latest pone toad nearing leng W=J S inches 1850 Park Lane responsilyliiy of the customer audio,the contractor to copy of the IJoisl product info t halle 7 For flat rook pronde proper drainage to prevent tlemis fey hameng details,Off,tanos,web hale pond:g Burlington.WA 98233 ensure the component sdrabrity of Ito intended (888)707-2285 ._....-- — applicatlon,and to verily the dimensions and loads. chart bridging pow, r fasten" delete and handling/erectioned 0,51e www.pacificwoodtech.tom Lumber .^..Damaged!Joists mutt rang used ICC-ES ESR-1225,APA PR-L262 I.Dry service condlgns,unless naiad otherwise Design assumes top flange b be laterally restrained 2.IJ0,51 net le be inealad with fire retardant or enrmslve �,attached sheathing or as be in engineering notes This design is valid until 10/18/2022 Version 19.80.180 Powered by i5tructn" CSD .., Client: Date: 12/17/2019 Page 81 of Project: Input by: ,303 isDesign Address: Job Name: 19662--SECOND FLOOR r --- Project 4: RED ROCK CREEK COMMONS J18 PWI-47 11 .875" - PASSED Level:SECOND Floor —' I' t1, 1 I 1 1 li i 11111111111111111111111111111 111111111111111111111111111111111111IIIIN111 11 7/8 1 SPF 2 Hanger(ITS2.37111.88) 9'9 1/4" / `�'�2 5/16" 9'9 1/4" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 391 264 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 390 263 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8APA Rated Sturd-I- Importance: Normal FloorOSB Nailed anc Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Lel.Comb. Dead: 27 PSF 1-SPF 2.125" 68% 264/391 655 L D+L 2- 2.000" 70% 2631390 654 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1535 ft-lb 4'10 11/16" 4280 ft-lb 0,359(36%) D+L L Shear 641 lb 1 1/4" 1705 lb 0.376(38%) O+L L LL Deft inch 0.048(U2370) 4'10 11/16" 0.239(U480) 0.200(20%) L L TL Defl inch 0,081 (U1415) 4'10 11/16" 0.479(U240) 0.170(17%)D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-9-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-9-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF PEp PROA-ps , i g `y�INF� O 4T w 9405 'C' tiF i Exp. 12-31-2020 1 LK/1 OREGON� Certification is to verify the joist/beam4russ to carry the loads ✓L 1 shown and/or for repair design.The applied loads, 22 t 19 Q dimensions,and field conditions info was provided by others. ,A The loads and dimensions must be verified and approved for T �v Digitally sealed the specific application by the project design professional. �vi N M,P Jan.2,2020 :hemkals 0 Provide later bal support at bearing corms to ava !.innnlS 2.c rS Inlrz Notes lateral dioplacemfm and rotation Calculated Sauc,urind Designs is responsible only of tie Handling&Installation a.Web stiffeners for point load as Yawn Minimum Pacific Woodtech Corp structural adequacy of Ns component based on Ibc 1. ',est Ranges must not he out or drilled point load bearing tenglh+=a inches 1850 Park Lane design entada and feedings shoran. R is the 2 Refer to latest copy of the[oust product information 1.For flat roofs provide prop/drainage to prevent Burlington,WA 98233 respensdtllity of the cestann and'or the wnhzuer to details roe framing details,stiffener tables,yeti hole pondirei 1888)707-2285 ensure the component sultabairy of the intended cloak br,d9irg details,mtnti.ply fatening"as and application.and to verify the Nmmsnns and leads bandlingrercclion details wwl.pacificwoodtech.com Lumber a Damagedtroists must not be used ICC-ES ESR-1225,APA PR-L262 I.D service cWrilions,unless noted ahurvnu, Ditsign assumes lop Range to be laterally restrained Dry by attached shoalhing or as specified in engineervg 2.!Joist rat la be treated with lire retardant orcorrnsu*: no.,,s This design is valid until 10/18/2022 Version 19.80 180 Powered by iStructaa CSD Ioeiwl dmrn Client Date: 1/14/2020 Page 1 of 1 <Design Project: Input by: Address: Job Name: 19662-2nd FLOOR-REV-12-20-19 Timene" Project#: RED ROCK CREEK COMMONS J16 2.0E PWLVL 3.500" X 11.875" - PASSED Level:SECOND Floor I 2 i � 1 A X / s l it`.. 1 A IFIC i k iTlC 117/8" .. # . / 1 Hanger 2 Hanger 10'91/4" 'Iy I }3 1/2" 10'9 1/4" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 12.486"o.o. Design Method: ASD 1 320 220 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 680 477 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 6% 220/320 539 L D+L . Hanger Analysis Results 2- 3.000" 13% 477/660 1157 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 2060 ft-lb 7'10 11/16" 22147 ft-lb 0.093(9%) D+L L Shear 1081 lb 9'7 7/8" 7897 lb 0.137(14%)D+L L LL Defl inch 0.022(U5679) 5'9" 0.263(U480) 0.080(8%) L L TL Deli inch 0.038(U3349) 5'9 1/16" 0.526(U240) 0.070(7%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 10-9-4 0-6-4 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 10-9-4 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Point 8-9-4 400 lb 560 lb 0 lb 0 lb 0 lb �D PRO,c s � 9405 .1' 29 Exp. 12-31-2020 K\,,,,,:„.... REGON Certification is to verily the joist/beam/truss to carry the loads \g�V shown and/or for repair design.The applied loads, �t22, dimensions,and field conditions info was provided by others. 7Jr R` ,1 r sigitally sealed The loads and dimensions must be verified and approved for - }1 y M M.` Jan.14.2020 the specific application by the project design professional. Notes chemicals 6.For flat roots Gorge Droop drainage to prevent Manufacturer Info Caicuated stmctand Designs Is responsible Only el the Handling&Installation o01d"g Pacific Woodtech Corp sln,ctifd adequacy of this component eased on the 1.LVL beams must not be at ardritre design viteria and leanings shown. It is the 2 r Rater to manaawer informations product information Park Lane responsibility al the customer and/or the contractor to regarding installation reyurements, mlbpN Burlington,WA 98233 ensure the component sudlabiey of rite intended laimdng details.bean eregth rabies.and code (888)707-2285 applolion.and to verify the dimensions and loads. approvals w Itc-ES: Lumber 3.Damages assumes op edge is l used APA:PR-L233,ICC-ES'ESR-2909 1.Dry service conditions,unless noted Otherwise a.Drvd lateral al sluport at bearing restrained 2.LVL not to be pealed will Ike retardant a corrosive 5.Pravda lot000 support at bion mints to a+ad Wtaaldisplxenssnt and matgn This design is valid until 10/18/2022 Version 19.80.180 Powered by i5tructta CSD paaw ou Ic,n N . Client: Date: 1/2/2020 Page 1 of 1 Project Input by: isDesign Address: Job Name: 19662—SECOND FLOOR ' -" Project ff: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:SECOND Floor 2 1 / /.dip A.. 5 1!2" / 1 Hanger 2 Hanger 4'8 3/8" HI 1/2" 4'B 3/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 188 127 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 188 127 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 8% 127/188 315 L D+L Hanger Analysis Results 2- 3.000" 8% 127/188 315 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 331 ft-lb 2'4 3/16" 2375 ft-lb 0.139(14%) D+L L Shear 236 lb 7" 1568 lb 0.151(15%)D+L L LL Defl inch 0.010(L/5104) 2'4 3/16" 0.111 (L/480) 0.090(9%) L L TL Defl inch 0.018(L/3047) 2'4 3/16" 0.222(L/240) 0.080(8%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4.8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ,.. 0 PRacF, Ct- Cap. 12-31-2020 OI N Certification is to verity the joist, eam/truss to carry the loads ^ shown and/or for repair design.The applied loads, g v✓� (�� dimensions,and field conditions info was provided by others.The loads and dimensions must be verNed and approved for �/ n Digtally sealed the specific application by the project design professional. l� Jan.3,2020 Notes chemicals 6.For flat roofs prpdde proper drainage to prevent Manufacturer Info caivaled slr.l-nd Designs is respmsitle only or the Handling&Installation Pouting Pacific Woodtech Co rp slrunWal adeggty of hea mmponers based on the t.LVL beams must rot be cut or dread deagn criteria and badnes strmn. n h ate 1850 Park Lane responsibifty of the customer and/or the contractor to 2.Safer g mamndnn requirements, nt infm nd-ly Burlington,WA 98233 ensure the component suitability of the intended regerding Installation bean rengUr values, Jc code 9 85 application,and to verify the dimensions and bads. approvals details,beam strength vaWas,and iw.w.(888) acific o aamO1ed www.pacificwoodtecES:ESR-2909 3.Damaged seams must not be used APA:PR-1.233,ICC-ES:ESR-2909 1 Dry service conditions,unless noted Otherwise a.Design manes top edge is laterally restrained 2 LVL nd to be healed wilt fire oted Oth or corrosive 5.Provide lateral support et bearing poiNs to avoid lateral displacement and rotation TNs design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct�e CJD I a0w peeve Client: Date: 1/2/2020 , Page 1 of 1 • Project: Input by: is Design Address: Job Name: 19662-SECOND FLOOR Project#: RED ROCK CREEK COMMONS J2 2.0E PWLVL 1.500" X 5.500" — PASSE[) Level:SECONDFIoor ___ 2 • f-- 1 3 . . 4 5 6 .ACCKir a s`"s:. - ACi 1 - 51/2,. ...:1....3t.i"; e- ..+�74� r 1 Hanger 2 SPF 5'615/16" 1'11/8" 0" `�'r11/2" ' 6'8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24.308"o.c. Design Method: ASD 1 233 157 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 254 171 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Slurd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 10% 157/235 392 L_ D+L Hanger Analysis Results 2-SPF 5.500" 12% 171/254 425 LL D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -20 ft-lb 5'6 15/16" 2284 ft-lb 0.009(1%) D+L _L Pos Moment 501 ft-lb 29 1/8" 2284 ft-lb 0.219(22%)D+L L_ Shear 330 lb 4'10 11/16" 1568 lb 0.210(21%) D+L LL LL Defl inch 0.036(U1761) 2'8 15/16" 0.131(U480) 0.270(27%)L L_ TL Defl inch 0.059(U1062) 2'8 15/16" 0.261(U240) 0.230(23%)D+L L_ LL Cant -0.024 Rt Cant 0.200 0.119(12%) L L_ (2V1096) (2U480) • TL Cant -0.039 Rt Cant 0.300 0.131(13%) D+L L_ Certification Is to verity the joist/beam/truss to carry the loads (21/667) (2U240) shown and/or for repair design.The applied loads. dimensions,and field conditions info was provided by others. • Design Notes _ The loads and dimensions must be verified and approved for the specific application by the project design professional. 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const 1.25 Comments 1 Tle-In 0-0-0 to 5-0-9 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �9,Gd PRQ,- 2 Tie-In 0-0-0 to 5-2-13 1-0_51to 27 PSF 40 PSF 0 PSF 0 PSF 0 P^\�'c N�� ,0 3 Tie-In 5-0-9 to 5-2-11 0-4-3 to 0-4-3 27 PSF 40 PSF 0 PSF 0 PSF .Et 9405 y'F' 4 Tie-In 5-2-11 to 5-7-7 0-0-5 to 0-0-0 27 PSF 40 PSF 0 PSF 0 PSF - Exp. 12-31-2020 i 5 Tie-In 5-2-13 to 5-7-7 0-5-10 to 27 PSF 40 PSF 0 PSF 0 PSF i ln0"p�. 0-6-0 OREGON 6 lie-In 5-7-7 to 6-8-0 0-6-2 to 7 Tie-In 5-7-7 to 6-8-0 0-0-0 to 0-5-4 27 PSF 40 PSF 0 PSF 0 PSF a PSF 940 ��4 Y 22 e\ Q 0-0-14 9R� FY •DAigitl Digitally N M. Notes chemicals 6.For eat roars provide Prover drainage to preventpreventManufacturer info chemicals crcuated Structured Designs is responsible only a the Handling&Installation p°ming Pacific Woodtech Corp stlucaeai adequacy a tns compmall Sees en ga I.OIL beams mutt net be ad or dried 1850 Park Lane design aces and beings crow1 It t as 2.Refer to manufacturer's pro infombon BudingIon,WA 98233 resprcatee of the customer and/or the contractor to regarding installation requirements, multi-ply ensureaure the carpaRnl aitability of the beeped fastening details.bean strength values.and code (888))707-2285 application.and to verify the eseenabM and bads. approvals www.paciftcweodtech.ciom Lumber 3.Damaged Beams muss not be used APA:PR-L233,ICC-ES:ESR-2909 a.Design assumes by edge is laterally restrained 1.Dry serval cond/OM.ureess noted omasvlse 5.Provide lateral support at Seating points toavoid 2.tvt notto he bated with fire retardard a corrosive wt..,dispaement and mason This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct'" fir"S D I eii 6a .; Client: Date: 1/2/2020 Page 1 of 1 Project: Input by: is Design Address: Job Name: 19662—SECOND FLOOR a Project#: RED ROCK CREEK COMMONS J3 2.0E PWLVL 1.500" X 5a500" - PASSED Level:SECOND Floor • 2 3 1 5 1/2' 1 Hanger 2 SPF 57 1/4" /--/1 112" 5'7 1/4" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 187 126 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 203 137 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp c-100°F General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 8% 126/187 313 L D+L Hanger Analysis Results 2-SPF 5.500' 10% 137/203 340 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 387 ft-lb 2'8 9/16" 2284 ft-lb 0.169(17%) D+L L Shear 246 lb 7" 1568 lb 0.157(16%) D+L L LL Defl inch 0.017(L/3758) 2'8 9/16" 0.129(U480) 0.130(13%) L L TL Defl inch 0.028(U2243) 2'8 9/16" 0.258(U240) 0.110(11%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 5-4-7 0-8-10 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-8-13 2 Tie-in 0-0-0 to 4-11-8 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 4-11-8 to 5-7-4 1-4-6 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1-4-15 ci. , ‘.),, .‘,1';.'\,qt. \ Exp 12-31-2020/ /. OREGON Cardfication is to verify the joisVbeamttruss to carry the loads shown and/or for repair design.The applied loads, ���{ Y 2 1°'��dimensions,and field conditions info was provided by others. _ G, .!6. The loads and dimensions must be verified and approved for n cC' Digitally sealed the spedfic application by the project design professional. f�r y Jan.3,2020 Notes chemicals S.For oat roofs provide proper drainage to preventManufacturer Info Calculated Structured Pesgns is responsible or p of the Handling 8 Installation pOmdh,m structural adequacy of this component based m the t.LVL teams must not be cut ors drilled 1850Pacif yrk Laneatech Corp design °tee° and loedrgs Shown, a is the 1850 Park resposiblltty of the customer odlor the contractor to �'Referangt mammionnufactu rs pre/m intmmadon Burlington,WA 98233 ensure On component satabeiy of the intended `B��ng Irstapatlon redrxerrems, 51 coin 9 application.and to verify the dimensions and bads_ fastening details,beam seemget values,art cede (888)707-2285 approvals AIM pa dtech.S:ESR-2909 Lumber 3.Damaged seams must not be used APA:PR-L233,ICC-ES:E 1.DryuvNce cavitations,unless noted otherwise 4.Design assumes top edge is laterally nmeabed 1.LVL nor to to treated,with fire retardant or carsuve 5.Provide lateral support at bearing points to avoid lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructru CSD I oow Client: Date: 1/2/2020 Page 1 of 1 Project: Input by: isDesign Address: Job Name: 19662—SECOND FLOOR Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:SECOND Floor 4 ...... __.._. _. . . ... _... ... .. .. ,..._ 3 ... . .. 2 1 Xi lnACIFIC j' ` PACIFIC t J1/20 ';� A f' .:a» -.^'- I 1 1 Hanger 1 2 Hanger I I 9'7 1/16" I "I3" 9'7 1116" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 192 417 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 192 417 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-l- Deflection TL: 240 FloorOSB Nailed and Glued Importance: Normal Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1 - 3.000" 8% 417/192 609 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3.000" 8% 417/192 609 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1384 ft-lb 4'91/2" 4750 ft-lb 0.291(29%) D+L L Shear 535 lb 7" 3135 lb 0.171(17%) D+L L LL Defl inch 0.068(U1643) 4'9 9/16" 0.233(U480) 0.290(29%) L L TL Defl inch 0.217(U517) 4'9 9/16" 0.467(U240) 0.460(46%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF / P A0,c- ^ 3 Part.Uniform 0-0.0 to 9-7-1 30 PLF 0 PLF 0 PLF 0 PLF 0 PLF (.'t s _ 4 Part.Uniform 0-0-0 to 9-7-1 30 PLF 0 PLF 0 PLF 0 PLF 0 F L.i��/''l NI c \(2 �? � ey 2 try/`' 9405 -s"_� ." '?'1 Exp. 12-31-2020 i , tip-^ <�s+ /--f, OREGON / Certification is to verity the joisVbearrvtruss to carry the loads \ t shown and/or for repair design.The applied loads. '�\ ✓�� i'22 a\91 dimensions,and field conditions info was provided by others. r The loads and dimensions must be verified and approved for ` 7,? n r ,� `"r Digitally seated the specific application by the project design professional. 'Y Jan.3.2020 Notes chemicals 6.For flat roofs po.ee proem hairage'pave, Manufacturer Info Calculated slrxta d rit ed Designs is responsible only e Handling&Installation roll"'a Pacific Woodtech Corp structural adea,aci of this component based en the 1.LVL beams most not he cut ordraed 1850 Park Lane design oiteda and Ioedrg siamm. It ie the 2.Refer to manufacturer's podus information Burlington,WA 98233 responsibility of the customer nder the contractor to mgardng ac olalon reeueeme,s, mull-PS ensue the componont mono'&' of the Intended 'srering derail",been.strength values.and Cade (888)707-2285 application.and to verify the dimensions and bads approvals www.pacifccwoodtech.com Lumber a Damaged Beats must not be used APA:PR-L233,ICC-ES:ESR-2909 I.D dtion,u,ese rtaed anerrfse a'Design assumes top edge Is laterally restrained Dry service rat a.Provkle lateral auppon at bearing oat,to avid 2.LVL not to be treated v.Wt the retardant a carreuve ',anal dinplacvnatl and reta,bn This design is valid until 10/18/2022 Version 19.80.180 Powered by istrucV" CSD `4r1 a Client: Date: 1/2/2020 Page 1 of 1 Project: Input by: isDesign Address: Job Name: 19662—SECOND FLOOR Project#: RED ROCK CREEK COMMONS J5 PWI-47 11.875" - PASSED Level:SECOND Floor 2 _.. 1 117/s^ El ® i 1 1 SPF 2 Hanger(ITS2.37/11.88) 6'3 7/8" H 2 5/16" 6'3 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 238 161 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 238 160 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Temperature: Temp<-100°F Glued General Load Ceiling: Gypsum 1/2" Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 42% 161/238 399 L D+L 2- 2.000" 43% 160/238 398 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 591 ft-lb 32" 4280 ft-lb 0.138(14%) D+L L Shear 386 lb 1 1/4" 1705 lb 0.227(23%) D+L L LL Defl inch 0.011 (U6754) 3'2" 0.153(L/480) 0.070(7%) L L TL Defl inch 0.018(L/4032) 3'2" 0.306(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 6-3-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 6-3-14 0-10-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 'St \ DPRQ,^ S, 4Z4u 9405 p Exp. 12-31-2020 ln/ft OREGON Certification is to verify the joist/beam/truss to carry the loads t�, shown and/or for repair design.The applied loads, �`j, .n22 s 19�r`1 dimensions,and field conditions info was provided by others. '9� C The loads and dimensions must be verified and approved for prY ' Digitally sealed the specific application by the project design professional. �DI r (1J'. ( Jan.3,2020 Notes chemicals 5.woods lateral support at bearing points le avoid Manufacturer Info Calculated structured Designs Is responsible only of the Handling 8 Installation lateral displacement and rotation sfinetlt adequacy d tit component Gored on the 6.Web sammers la point load as shown MirimMn Pacific Park LaWood ech Corp design criteria and this 1.Reid nanges must me beau or ersed pow load bearing length>=3.5 inch,. 1850 Lane responsibility d Me customer anglertihe. It rmioo 2.details to faming dolatq Lida!Precinct tables,information ren hole y.For fiat roofs aoWde proper drainage to preyed Burlington.WA 98233 N ensure the component sctabihy or the Mended coin bridging details multiply lasleneg detain and ��� (888)707-2285 VP icatton.and to verify tone dimensions and bads. hatlungbr«oon detalls www acificwoodlech.cord Lumber 3.Damaged!Joists met not he used P 4.Design assumes top flange to be laterally reskaiad ICC-ES ESR-1225,APA PR-L262 1.Dry senke cre unless m a be by attached sbefed nMewhlrg or as specified in engineering2.!Joist not to be e treated with fire retardant a corrosive fides. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStmctr' +C5D 1?<61. Client: Date: 1/2/2020 Page 1 of 1 Project: Input by: isDesign Address: Job Name: 19662—SECOND FLOOR 'f'"'°"`""'" Project#: RED ROCK CREEK COMMONS J6 2.0E PWLVL 1.750" X 11"875" - PASSED Level:SECOND Floor 2 1 ACIFIC _ PAC11 -. I 117l8" s r r - -. i 1 Hanger 2 SPF 9'5 1/2" yi 3/4" 9'S 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 12"c.c. Design Method: ASD 1 190 128 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 186 125 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal G uerOSB Nailed and d Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 7% 128/190 318 L D+L Hanger Analysis Results 2-SPF 2.147" 19% 125/186 311 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 715 ft-lb 4'8 15/16" 11073 ft-lb 0.065(6%) D+L L Shear 243 lb 8'4 1/2" 3948 lb 0.062(6%) D+L L LL Defl inch 0.012(U9430) 4'9' 0.231 (U480) 0.050(5%) L L TL Defl inch 0.020(U5630) 4'9" 0.462(U240) 0.040(4%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-3-12 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-5-8 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF c PRQFi3 �� 9405 \li,1 ; Exp. 1 1."../ 1, ,Y,.�rfi J' �� Ln/1 V O EGON Certification is to verify the joist/beam/truss to carry the loads \ \r l,v shown and/or for repair design.The applied loads, \\ Y 22 t \q G{0 dimensions,and field conditions info was provided by others. "9a'�,,. �.c� Digitally sealed The loads and dimensions must be verified and approved for . ).r_ r, ,\'‘.. Jan.3.2020 the specific application by the project design professional. chemicals 6.For flat rook side p gamer drainage to prevent Manufacturer Info Notes pondthe Calculated slrucwred Dance is responvae only of the Handling&Installation Pacific Woodtech Corp struchrel adequacy of this cenwnent based on VW 1.LVL beams must riot be cut ordraee 1850 Park Lane design criteria and loadngs shown. b Is PF 2.Refer to manufacturers waded Intormaron Burlington,WA 98233 reapavibliry of the=wane andar the contractor to regerdny insta'lemn requremenls. mu0.pis (888)707-2285 ensure the component aitah.lty of t1e intended festering details.bean strength values,and coda appi®tior.and to verify the arenslons end toms approvals www.pacificwoodtech.corn Lumber J.Damaged 9earesmimmtea used APA:PR-L233,ICC-ES:ESR-2909 1.D setwe cond0ane.unless rated ehewice d.Design assumessbycen is laterally restrained rY i Provide k,o,,support rato bearing points to avdd 2.LVL not to be treated wide fire reureem a poncaiw laurel aiwtacemct em mtamn This design is valid until 10/18/2022 "w Version 19.80.180 Powered by i5truc0° (SDI nr .e Client: Date: 1/2/2020 Page 1 of 1 Project: Input by: risDesign Address: Job Name: 19862—SECOND FLOOR Project#: RED ROCK CREEK COMMONS J7 2.0E PWLVL 1.750" X 11.875" - PASSED Level:SECOND Floor 2 1 AC1FICmk . .-.W.6 '''', —A P ' LI 1 1 Hanger 2 Hanger 10'8 5/16" "_1 3/4" 10'8 5/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 12"o.c. Design Method: ASD 1 214 144 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 211 142 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 8% 144/214 358 L D+L Hanger Analysis Results 2- 3.000" 8% 142/211 353 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 913 ft-lb 5'4 1/8" 11073 fl-lb 0.082(8%) D+L L Shear 284 lb 9'6 15/16" 3948 lb 0.072(7%) D+L L LL Defl inch 0.019(U6538) 5'4 3/16" 0.261 (U480) 0.070(7%) L L TL Defl inch 0.032(U3903) 5'4 3/16" 0.522(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 10-6-8 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 10-8-5 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ec,,..0 PRO,C �� 405 ���i- _ Exo 12-31-2020(f1 I' �,,_f,_- in✓1 1.,f , � QRtra�il'� Certification is to verify the joisVbeam/truss to carry the loads ✓ 1 shown andtor for repair design.The applied loads, 1`\ ), `9 A dimensions,and field conditions info was provided by others. \ \\\ 22 r Q The loads and dimensions must be verified and approved for \�/.I?�)n r r 1-�� -r Digitally sealed the specific application by the project design professional. ``r y (Vi, t Jan.3,2020 Notes chemicals s.rot pet roots prorde proper dmtnaw,pevam Manufacturer Info Calculated structured Dese is responsible ouy of Handling&Installation pO"d� Desire Pacific Woodtech Corp structural adequacy of this Carponenl based an lye 1.LVL beams must not be out or dried design rn'teda and loadings sham. b IS the 2.Refer in manufacturers product Information 1850if Park Lane responsibility of the customer and/or he contractor Is rrors ireleHalion repuem t m eer . WLLpq BUdinglon,WA 98233 msum the component aibbillty ar the mended restoring details.beam strength values,and code (888)707-2285 application,and to verly the dmonsiers and bads. approvals com Lumber 3.Damaged Beams must not be used www.pa-L233,odtech E I.Dry service condnbns,unless noted otherwise a.Design assumes top edge a laterally restrained APA:PR-L233,ICC-ES:ESR-2909 2.LVL na to be healed with fire retardant corn°"'°° 5.Provide lateral support al bearing prints to avpd lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by i5truct'" CSD(t eor" o ,c. Client: Date: 1/2/2020 <Page 1 of 1 e Project: Input by: isDesign Address: Job Name: 19662—SECOND FLOOR <y= "•'' Project#: RED ROCK CREEK COMMONS J8 2.0E PWLVL 1.750" X 11.875" - PASSED Level:SECOND Floor 2 =ACIIFIC PACIFIC PACIFIC 117/8^ 0 i 1 Hanger 2 SPF Iy 1 12'5/16" 3/4" 12'S/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 12"o.c. Design Method: ASD 1 241 163 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 237 160 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Imporfance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" 5 Bedrin General Load g Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 163/241 404 L D+L Hanger Analysis Results 2-SPF 2.147" 25% 160/237 397 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 1169 ft-lb 6'3/8" 11073 ft-lb 0.106(11%) D+L L Shear 329 lb 10'11 3/8" 3948 lb 0.083(8%) D+L L LL DeFl inch 0.031(U4515) 6'7/16" 0,295(U480) 0.110(11%) L L TL Defl inch 0.053(U2696) 6'7/16" 0.591(U240) 0.090(9%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 11-10-10 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 12-0-5 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF fEcp PR()FF, S4'' � s, [ ' 9405 3\2- Exp 12-31-2020 *vli.� �i • I OREGON Certification is to verify the joist/bearn/lruss to carry the loads - shown and/or for repair design.The applied loads, ��- Y 22 n�9 r 9 dimensions,and field conditions info was provided by others. ` V The loads and dimensions must be verified and approved for ` ' G� Digitally sealed the specific application by the project design professional. �t,r Y IV1. Jan.3,2020 Notes chemicals 6.For net roots posies promo.trairge to oeaom Manufacturer Info Calculated SInczad Designs is responsible only of the Handling 8 Installation ppnding Pacific Woodtech Corp Mecca adequacy M tin mnpareM based en the I.LVL beans must net be an or Gilled 1850 Park Lane design agcea and !mange srnwn a a the 2.Refer to maners product inroauon Burlington,WA 98233 maparaibllity a the customer motor the convector to utmu mirewrote nWlatien regnirements, mul-ply ensure the component satebnl of the blended tastering details,bean strength values,end code (888)707-2285 applicotien.end to verily the denmsurs and bads- approvals www.padrlcwoodtech.com Lumber 3.Damaged Beams must net be used APA:PR-L233,ICC-ES:ESR-2909 I.D eerNce cr3tNr16,unless Mad otherwise e.Desgr maces by edge b latently restrained ry 5.Provide lateral supped at bearing polls to avoid in fire 2.LVL not fa be treated we mordant orr covw lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructm' brwe CSD ; °"or/ Client: Date: 1/2/2020 Page 1 of 1 Project: Input by: isDesign Address: Job Name: 19662--SECOND FLOOR - Project#: RED ROCK CREEK COMMONS J9 PWI-47 9.500" - PASSED Level:SECOND Floor 3 2 4 / lit+ r: ._".,. ,a.11.4"`4; '. 1 Hanger(IUS2.37/9.5(Min)) 2 Hanger(IUS2.37/9.5(Min)) Iy 3'5 7/8" /�2 5/16" 3'S 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 297 80 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 296 80 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Slurd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Ceiling: Gypsum 1/2^ Bearings Floor Live. 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 41% 80/297 377 L D+L Hanger Analysis Results 2- 2.000" 41% 80/296 376 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 294 ft-lb 1'8 15/16" 3335 ft-lb 0.088(9%) D+L L Shear 357 lb 1 1/8" 1330 lb 0.268(27%) D+L L LL Defl inch 0.006(U6401) 1'8 15/16" 0.083(U480) 0.070(7%) L L TL Defl inch 0.008(U5040) 1'8 15/16' 0.165(L/240) 0.050(5%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 3-5-14 0-8-7 to 0-8-6 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 3-5-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-0 to 3-5-14 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-0-1 to 3-5-14 0 PLF 42 PLF 0 PLF 0 PLF 0 PLF tz' 4. 940.D \2 1 Exp. 12-31-2020 1 i I t, ,.> 1,"."' C.7l' OREGOPf Certification is to verify the joist/beam/truss to carry the loads t\�\�-�1\\\�/ shown and/or for repair design.The applied loads, \\ \O R E�r`N dimensions,and field conditions info was provided by others. \- ,f The loads and dimensions must be verified and approved for ` 7,,?T):r c,'r C' Digitally sealed the specific application by the project design professional. t y to, ` Jan.3,2020 Notes chemicals 5.Preside fated suppnt al beam°points b a°dd Manufacturer info Calculated Schend Designs is responsible only a the Handling S Installation btbel tliaplxemenl end rotation dnclrral edawacy d Ihis component based m the 6 Web stiffeners for point bad as shown MWmum Pacific WOodtech Corp deegn mtcn'a and badrgs shown. it y the 1.Rest flanges nuat not be all cr droved polnl boa beach°I°rrglb=3.5 lochs. 1850 Park Lane responaltilly of the customer andlor tie contractor to Z Refer fa Latest ccpdetails•(loot nw tables.weeb hddee Eon MI rcoh p'oside pr"per IXeinage a pewrn Burlington,WA 98233 °enure the component sdtaboly of the Intended chart.bridging details,ne listening tiply details and "dine (888)707-2285 apmtb trmd plin,and to verify the drons and bads hadlnyerection details www.pacihcwoodlech.com Lumber a.[unused wigs mast mw be used ICC-ES ESR-1225,APA PR-L262 1.Dry service eenddore,unless need ethanol. .1.Design assumes top large to be latarrOy roohalned 2.IJoist col to be heated ilh he retardant or corrosive by attached sheathing or as Spooned in engineering "0tpe This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct" CSD(o".w pea • Client Date: 1/2/2020 Page 1 of 1 ' Project: Input by: isDesign Address: Job Name: 19662—SECOND FLOOR °Y"'" Project#: RED ROCK CREEK COMMONS J19 PWI-47 11.875" - PASSED Level:SECOND Floor 1 - . .._ '" - 'IC •a,b.. .. ...ran. Y V 0 1 SPF 2 Hanger(ITS2.37/11.88) 1 `v2 5/18" if 10'5 5/16" 10'S 5/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 418 282 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 417 282 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1!2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 73% 282/418 700 L D+L 2- 2.000" 75% 282/417 699 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1759 ft-lb 5'2 3/4" 4280 ft-lb 0.411(41%) D+L L Shear 687 lb 1 1/4" 1705 lb 0.403(40%) D+L L LL Deft inch 0.061(U2007) 5'2 3/4" 0.256(U480) 0.240(24%) L L TL Defl inch 0.103(U1198) 5'2 3/4" 0.512(U240) 0,200(20%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 10-5-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-1 to 10-5-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF p PR;aF1-'. 4 9405 , ., Exp. 12-31-2020 e• ( as...r. Ln"J1 , � �/ QRE(aLiP'I Certification is to verify the joist&eamitruss to carry the loads ✓L '1� shown arMlor for repair design.The applied loads, „� }' dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for `�/9f}n r 2' rAYC'O Digitally sealed the specific application by the project design professional. - I' If/I• 1 • I Jan.3,2020 i Notes chemicals 5 Prttdde lateral supped at bearing points io avail Manufacturer Info eradiated sinataed Designs is responsible ordy a the Handling&Installation lateralaisplacmant and rotation Pacific Woodtech Corp 6 Web saaenem red pant load as es Miamm Structural adaaacy of da mmpononl based On the 1.Uusl flanges most na be cut 0rdnaetl pointlped ng tangly=35 inches 1850 Park Lane design criteria and borings shown. It e the 2 Refer b latest may of the'Joist pmdM in r.For flat cape pm.ide proper drainage to prevent Burlington,WA 98233 responsibility Ore of the customer aedbr the the intended b dears Mr framing delamis,-ply fastening titles,web hale pending (888)707-2285 ensom to component washday of Intended dal,nglddhg detach.mangy fastening deleil9 and application,and to verify the doneness and loads handing/emotion details www.paaficwoodtech.com Lumber 3.Damaged Uoea must cal be used ICC-ES ESR-1225,APA PR-L262 a.Design assumes lop Page to be laterally restrained 1.Dry senate cmdtons, dais noted(itemise by attached sheathing a as specified in engineenrg 2 Ucst not to be keeled wit fire retardant or mrmsMa notes This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct"' LSD I yr'i" Client Date: 1/31/2020 Page 1 of 1 a Project: Input by: isDesign Address: Job Name: 19662-1ST FLOOR-REV-12-20-19-52.02 Project#: RED ROCK CREEK COMMONS B2 2.0E PWLVL 1.750" X 11.875" - PASSED Level:FIRST Floor 2 — ---- 1 PACIFIC PACIFIC PACIFIC PACIFIC = 1 Hanger(MIT11.88) 2 SPF 11'11 1/4" .1' 1'103/4" #13/4" -ly 13'10" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 1 Design Method: ASD 1 230 192 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 323 270 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 28 PSF 1- 2.500" 12% 192/236 428 L_ D+L Hanger Analysis Results 2-SPF 5.500" 14% 270/323 593 LL D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -132 ft-lb 11'11 1/4" 10647 ft-lb 0.012(1%) D+L _L �(`���} PRQF��� Unbraced -132 ft-lb 11'11 1/4" 4063 ft-lb 0.032 3%) D+L L Pos Moment 1206 ft-lb 5'10" 10647 ft-lb 0.113(11%) D+L L_ `Cj ,�r;1 N >O Unbraced 1206 ft-lb 5'10" 4063 ft-lb 0.297(30%) D+L L_ /C '�C2 9405 °" -0, \ ?rt Shear 365 lb 10'8 5/8" 3948 lb 0.092(9%) D+L LL '' Exp 12-31-2020 LL Defl inch 0.033(U4168) 5'10 7/8" 0.290(L/480) 0.120(12%) L L_ ;hr L f Orel; TL Defl inch 0.060(U2339) 5'10 9/16" 0.580(11240) 0.100(10%) D+L L_ OREGON LL Cant -0.017 Rt Cant 0.200 0.087(9%) L L (21/2605) (2L/480) - {/ fi �l ✓ 9 TL Cant -0.030 Rt Cant 0.300 0.101(10%) D+L L_ \-9 <V2211 !!fir (2L/1501) (211240) '9� -- Digitally31,2020202d {�� hn. � Jan. Design Notes Certification is to verify the jois.beamftruss to carry the loads 1 Fill all hanger nailing holes. shown and/or for repair design.The applied loads, 2 Girders are designed to be supported on the bottom edge only. dimensions,and field conditions Info was provided by others. 3 Top braced at bearings. The loads and dimensions must be vedfled and approved for 4 Bottom braced at bearings. the specific application by'a project design professional. 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 13-10-0 0-6-0 Top 28 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-0 to 13-9-15 0-6-0 Top 28 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 5 PLF Notes chemicals 6.For flat mots provide proper drainage to pewM Manufacturer Info Calculated slructvod Designs a ns is respe on the Handling&Installation pO1d"re Pacific Woodtech Corpstarches adequacy of INS component heed a the I.2 LVL beams mrtmtbe cul res rrled 1850 Park WAe depot oty el and customer cure. It is the 2 Ruler to meaaflon s prcdua nbra .* ensure a hie amomer ancebaty the contractor to a„regagware*, laps,bear reginmgro. cede Buffington,07- 2898233 appum the d may eimensi of Use intended approvals dsWla,bean abergth agues,and toes (888). acific o applimtla,and to verify the dimensions and bees. aPprowN www.padficwoodle Lumber 3.Damaged gleams ea roust not he used AP/A,:PR-L233,ICC-ES-ES::ESR-2909 I.Ory service ca3tbm,uNaa noted oMmwise 4-eeew aslsumes top edge latently restrained 2.LVL not to be sealed wM fire retardant or romance 5.tarn epleral flaneup endore at s°, pones to wog lacers eeplxmnenl rotatlon This design is valid until 10/18/2022 Version 19,80.180 Powered by iStruct'r. CSD 10R4W eu514p Client: Date: 1/31/2020 Page 1 of 1 p Project: Input by: , IsDeslgn Address: Job Name: line-1ST FLOOR-REV-12-20-19-S2.02 °!""'-°-- Project#: RED ROCK CREEK COMMONS J1 PWI-47 11.875" - PASSED Level:FIRST Floor —2 1 / i .. o .. 1 Hanger(ITS2.37111.88) 2 SPF Iy Iy 10'4 15/16" "f 3'4 9116" �'2 5/16" 13'9 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 366 256 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 738 516 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- I FloorOSB Nailed and Importance: Normal Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 28 PSF 1- 2.000" 71% 256/411 667 L_ D+L Hanger Analysis Results 2-SPF 5.500" 55% 516/738 1254 LL D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -777 ft-lb 10'4 15/16" 4280 ft-lb 0.181(18%) D+L _L r0. PR Jr Pos Moment 1574 ft-lb 4'10 7/8" 4280 ft-Ib 0.368(37%) D+L L_ ,�r<i� , ",V J% C,1Pd� /0 Shear 763 lb 10'2 3/16" 1705 lb 0.447(45%)D+L LL G. F,V .�, LL Defl inch 0.058(L/2086) 5'1 11/16" 0.252(U480) 0.230(23%)L L_ 9�iO5 — f. TL Deli inch 0.091 (L/1335) 5'15/16" 0.504(U240) 0.180(18%) D+L L_ Exp. 12-31-2020 sf , LL Cant -0.045 Rt Cant 0.200 0.226(23%) L L_ ( "'`; (2U1792) (2U480) OREGCN TL Cant -0.053 Rt Cant 0.338 0.160(16%) D+L L_ n (2U1544) (2U240) ✓Uf• Y 2` \t}�\ Design Notes \��hSr�r,r i1� �4✓��"Digitally 202sealed 1 FM all hanger nailing holes. 'Y 2 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 13-9-6 1-0-0 28 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 13-9-8 1-0-0 28 PSF 40 PSF 0 PSF 0 PSF 0 PSF Certification is to verify the joist/beam/truss to carry the loads i shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. . The loads and dimensions must be verified and approved for the specific application by the project design professional. Notes chemicals s.preside leiers appod at basdrg poims io avob Manufacturer Info Calculated Structured Design,is respeneae only atm Handling&Installation Meal Wieners for aid rotation Pacific Woodtech Corp 6.pWeben bearing pled bad as es Minimum ral adequacy of 1Ns component based on the I.foist carioca must not he at or dated point load bearing lergbu°=3.5 inches 1850 Park Lane design anarta and badngs shown. It b the 2_Rater to blest copy or tile fast product information T.For Rai roofs provide propor trabega is pavan( Burlington,WA 98233 707-2285 asporatbiie or the admirer Iowan Me contractor to details for Warning des,Stiffener lagaq web hole pending ensue ednponent seabety al the intended chart,bdgleg details.multiply fastening details and (1388) application.and to verify the*mewl and bads. haedlirgienedbn degree w'MN.paciftcwoodtech.com Lumber 3.Damaged IJlsa cow not be used ICC-ES ESR-1225,APA PR-L262 • 4.Design assumes by Range In be laterally restrained 1.Dry service caMdom,fracas noted otherwise 2!Joist not to be treated with lire retardant a corrosivcorrosiven01lfel'ed sheathing or as specified b engineering This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct"' CSD I NOWeswn Client: Date: 12/17/2019 Page 161 of ' Project: Input by. 288 isDesign Address: Job Name: 19662--3-4 r_ Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors iiiiiiiliiiiiiiiiili g iiiiiiiilfiliiiiiiiiiiitllitli,Niiiiiiiiii III ittitiiiii i4 1111111111II{l1II hIII I ilillifiololliiii1IIIIIIIIIIIt h{ uffiliIIIIIIIiiIllhI O °_..... } 4 11 7/8" • 1 SPF 2 SPF 87 7/8' /—/2 5/16" / 8'7 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 211 142 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 227 153 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 718 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 4.250" 29% 142/211 353 L D+L 2-SPF 7.257" 31% 153/227 380 L D*L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 660 ft-lb 4'2 7/16" 4280 ft-lb 0.154(15%) D+L L Shear 336 lb 8'1 1/2" 1705 lb 0.197(20%) 0+L L LL Deft inch 0.017(U5686) 4'2 7/16" 0.196(L/480) 0.080(8%) L L TL Dell inch 0.028(U3395) 4'2 7/16" 0.392(L1240) 0.070(7%) D+L L Design Notes 1 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 0-3-14 0.5-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-1n 0-1-0 to 6-5-3 0-7-6 to 0-7-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part Uniform 0-3-14 to 8-7-14 0-8-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Tie-In 8-53 to 8-7-4 0-7-5 to 0-7-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF \SO pRop,,„ .5 ,‘„\GINFcc is 9405 9 Exp. 12-31-2020 l,1.J1 OREGON Certification is to verily the joist/beam/truss to carry the loads shown and/or for repair design.The applied bads, i v41,22 a 19�k!+ dimensions,and field conditions info was provided by others. ,9 V 'Digitally sealed The loads and dimensions must be verified and approved for ON M.,Ya Dec.18,2019 the specific application by the project design professional. Notes chemicals 5.Provide lateral support al bearing points to avoid Maltnfacillrer Info Calculated Structured Designs is responsible only el Me Handling&Installation lateral displacement and notation 5lrvca al adequacy of this component bas(d an Me I IJoist flanges meal not be col praaetl 6.Web stiffeners for point load as shown Minimum Pacific Woodtecb Carp Oesgn rlilnria and loeanDa shave a is ale 2.Refer to latest pointot cbeaagtergdn=3.5 ixMs B r1i tit nLane responsibility of the customer endror the contractor to of the sine product,'ORD hole P.per gat roofs MovWe proper damage to prevent Budington,WA 98233 ensure Me component suitablilp of Ma inkmded chards coning deb deists.s�elatlner fastening la hold pnMlrp ( ) 85 application.and to verify the dimensions and loads. handling/eragdedeta mWli faelerd detail and 88B adflc o handling/erection Deists dviais wow.pad SR-122tech mm Lumber 3.Damaged oennes man rglmusm ICC-ES ESR-1225,APA PR-L262 I.Dry ae+vice candnhora,uNusa noted W lonrae 'i Dalian assumes top flange to bo laterally restrained 2.Waist fbi to be treated with fire refaldanl or conoslen by attached sheathing or as specified in engineering noes. This design is valid until 10/18/2022 version 19.80.180 Powered by iStructma CSD I pnwa ernri • Client: Date: 12/17/2019 t Page 162 of 286 t Project: Input by: isDesign Address: Job Name: 19662--3-4 , ",•.. Project#: RED ROCK CREEK COMMONS J18 PWI-47 11 .875" - PASSED Level:3RD&4TH Floors 11 I 111111 1 ' ' l 111111NIIIl1111111111 IIIIIIIII11I1HIII11 111111IIIIIIIII1111III1111111IIIIIIIIIIIIIII ti - _..... 11 7/8" � - ate ,. 1 Hanger(1TS2.37111.88) 2 SPF Iy �9'4" '( /2 5/16" / 9'4" ali- Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c Design Method: ASD 1 373 252 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 374 252 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 67% 252!373 625 L D+L Hanger Analysis Results 2-SPF 2.125" 65% 252/374 626 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 1398 ft-lb 4'7 15/16" 4280 ft-lb 0.327(33%) D+L L Shear 612 ib 1 1/8" 1705 lb 0.359(36%) D+L L LL Defl inch 0.041 (U2650) 4'7 15/16" 0.228(L/480) 0.180(18%) L L TL Dell inch 0.069(U1582) 47 15/16" 0.457(U240) 0.150(15%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 9-4-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-4-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4SO PROFF.S \gyp r4G11NF� `r/0 9405 9 29 Exp. 12-31-2020 w+ ��0 — OREGON Certification is to verify the joishbeam/truss to carry the loads A shown and/or for repair design.The applied loads, �f S�C y 22', dimensions,and field conditions info was provided by others. 17 !!V •✓gitaly sealed The loads and dimensions must be verified and approved for ON M M.Av Dec.18,2019 the specific application by the project design professional. Notes chemicals 5.Provi&b lateral sum&at bearing points to avoid Manufacturer Info lalar and Calculated Siruclured Designs is responsible only or tie Handling&Installation stdreners for Om Pacific Woodleeh p 6.Web elidSoa for print load re shown Stamm Corp deniSe al adea a of lhis aatnpprent basal m the i.I.Inst narges must not bewt ui drdied pone load hearing length's 35 inches 1850 Park Lane destgn ailma and tuangr a shown. n is the 2 Refer to latest Copy or the Doisi product information 7 For eat roofs provbe prop&damage to prevent Burlington,WA 98233 rosporreia a or the customer andbr the a intend to dash iw rrarreng deals.Oftener tables.web hole pending (888)707-2285 ensure Me cnnpon&n fuilaeify or iie intended chars bddrirg details,malls-py fastening details and application,end to verify the dimensions and toads. handMglerection dela& www.pedfcwoodteeh.com Lumber 3.Damaged Idbida mite not te usee ICC-ES ESR-1225.APA PR-L262 I_D sernce condlienc,unless noted dnerude 4.Des'g'easlrtnoe lop flange to be laterally restrained Dryby attached sheathing or as specified in engineering 2.Iddcl not io be Sealed with ire&areani or senesce bores This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructn" CSD Iunwt noire Client: Date: 12/17/2019 Page 163 of r Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 T.... PASSED Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors • I■1�IIIII111i�1111I 11l111l 'T 1 It 11111 11 7/8' / '--•-•--.�-��. ...sr Ivies 1 Hanger(ITS2.37/11.88) 2 Hanger(1TS2.37/11.88) 9'2 7/16' / '2 5/16" 9'2 7/16" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 23.452"o.c. Design Method: ASD 1 287 194 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 287 194 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 51% 194/287 481 L D+L Hanger Analysis Results 2- 2.000" 51% 194/287 481 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 1077 ft-lb 4'7 1/4" 4280 ft-lb 0.252(25%)D+L L Shear 472 lb 1 1/8" 1705 lb 0.277(28%)D+L L LL Defl inch 0.031(U3453) 4'7 1/4" 0.225(U480) 0.140(14%)L L TL Dell inch 0.052(U2061) 4'7 1/4" 0.451 (U240) 0.120(12%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 9-2-6 0-7-0 to 0-7-4 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part Uniform 0-0-0 to 1-0-2 0-10-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 1-0-2 to 7-10-2 0-11-15 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 7-10-2 to 9-2-7 0-10-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF� PF 0 PRQ,- ,C7 �GIN� , wO 9405 S' b Exp. 12-31-2020 an/t 01,/i; OREGON Certification is to verify the joisvbeamtruss to carry the loads shown and/or for repair design.The applied loads, g dimensions,and field conditions info was provided by others. '7o e�'1L.1 The loads and dimensions must be verified and approved for � (+� Digitally sealed the specific application by the project design professional. 01+f M. T`r Dec.18,2019 Notes chemicals s.Provide lateral supped at De paints to avoid Manufacturer Info Deane calculated Structured Designs is response,only of the Handling 8 Installation lateral displacement and rotation Pacific Woodtech Corpstructural adequacy of this component based an the 6.Win oed bear,or length.. load as es Magnum eeSnin triton and load 1-Refer le latest copyust o be color drilled point ta roofs pglmgN>"JS drains Burlington. Lane raspoewtwar al the meamerraanmor the lcontractor to Z details la framing copy of !Joist ftene fadesinformation vet hide Z.Far tat wools pmvHe paper drainage to prevent WA 98233 pending ensure be component suitability of the Mended claw_bridging details,m,dtspy fastening detals and (888)707-2285 a yfteario,.and to verily the knelsbns and loads handblglerectbn details www.pacificwoodlech.com Lumber 3.Damaged'Joists must not be used ICC-ES ESR-1225,APAPR-L262 I.Dry service conditions.unless noted otherwise J_Desert assumes top Range to be laterally restrained 2.!Joist not to be treated with fire retardant or corrosive by attached sheathing Or a6 specified b engeteer'mg notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructnl CSn I gnaw ,Pees law Client: Date' 12/17/2019 , Page 164 of Project' Input by: 286 , is isDesign Address: Job Name: 19662-3-4 _- - Project 0' RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors I III II!IIIIIIII11111I III III 1111HI1111111111116111 III 1111 III 1111111111 IIIIIIIIIIIIIIIIIIIIIII El i CFO . 1I1 SPF 2 Hanger(ITS2.37/11.88) }I- I 9'9 1/4" - y2 5/16" 9'9 1/4" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Coast Spacing: 24"o.c. Design Method: ASD 1 391 264 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 390 263 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 718 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 68d/ 264/391 655 L D+L 2- 2.000" 70% 263/390 654 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1535 ft-lb 4'10 11/16" 4280 ft-lb 0.359(36%) D+L L Shear 641 lb 1 1/4" 1705 lb 0.376(38%) D+L L LL Defl inch 0.048(1J2370) 4'10 11/16" 0.239(L/480) 0.200(20%) L L TL Defl inch 0.081(L/1415) 4'10 11/16" 0.479(L/240) 0.170(17%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-9-3 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-9-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �9,0) PFORCS ,fp �CGI N�F `r/0 4 9405 9 24'fl1 ; CC Exp. 12-31-2020 tNi OREGON Certification is to verify the joist/beam/truss to carry the loads v 9'‘^' shown and/or for repair design.The applied loads, p��''22 a 1 (` dimensions,and field conditions info was provided by others. �q'i Vv Digitally sealed The loads and dimensions must be verified and approved for r iON M. f" Dec.18,2019 the specific application by the project design professional. Notes shams 5.Provide lateral support at baarng points to a.dJ tv"andfacturer info Calculated shvcbred Designs is responsible on of the Handling8 Installation Wlateraldisplacement and roblbn Pacific Woodtech Corponly G.Web stiffeners ter point bad as ale++n lAinimum structural adequacy of tits eaabenefe based on the 1.bloat flanges must not be cut or drilled point load bearing side pro 3.5 inches 1850 Park Lane design age,. ant loadings chebee h is the 2.Refer to latest copy of Ifb IJosl eraduq information 7_For flat roofs provide proper drabege In prevent Burlington,WA 98233 responsibility el the customer and or the contractor fe detats for karma details.Oftener lades.web bole pending ensure the component suitability at the iet. chart bridging dotaos,moa-gy fastening plurals and (888)707-2285 aporavon ant to unity the dimensions and bads. bandiinglerectan detata WWW,padficwoodtech.com Lumber 3 Damaged!Joists must not be used ICC-ES ESR-1225,APA PR-L262 I.D sert'isv cvndtier5.unless roled cYJlenvise 4.Design assumes top flange in be taierally restrained Myby attached sheathing or as specified in engmeenng 2.1Jest not to be treeatcd with fro retardant or cOrmsvo ernes This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructnA CSD I ens::Ef.:ce ClienC Date: 12/17/2019 Page 165 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 iiirewwww Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors HII111I11I11111111111111Hllllllllllllllllllll11111IIIIll11111111I111111 ll111111111111111111111 llIlIIIIIIII11IIllhIIIIIIIII IIIHIIIl1IIIIIIIIII II11uIl11IjIHhIIIIIIII IINIIIioollllllllilllll 117/8 C7" ISI iii 15PF � 2 Hanger(ITS2.37/11.88) if 9'9 1/8° f'2 5/16" 9'9 1/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASO 1 391 264 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 390 263 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FborOSB Nailed and Temperature: Temp<-100°F Glued General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 68% 2641 391 655 L D+L Analysis Results 2- 2.000" 70% 263/390 653 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1531 ft-lb 4'10 5/8" 4280 ft-lb 0.358(36%) D+L L Shear 641 lb 1 1/4" 1705 lb 0.376(38%)D+L L LL Defl inch 0.048(U2376) 4'10 5/8" 0.239(U480) 0.200(20%) L L TL Defl inch 0.081(U1419) 4'10 5/8" 0.478(L/240) 0.170(17%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-9-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-9-2 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF gSri PPROFF mac;,'' G I N E'k, /C? t 4 9405 A? yy Exp 12-31-2020• n t,r� fi%r�i OREGON Certification Is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, ��/4 V- s 19�� dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for �1 ! •Digitally,sealed the specific application by the project design professional R�� Wi,PvV Dec.t a,zot 9 Notes chemicals 5 Proodo lateral wooed at bmsiry poets a avoq Manufacturer Info Calculated Stnxlured bosrgeo respdnsiaa omnya the Handling 8lnstalla6en Wool displacement and rotation Nructaral adequacy of this component based an Ine I.IJoisl flanges flied not be nit or tidied 6.Wob Bade ad lgl point bad as Shawn Minimum 1850 WpLaleCh Corp deli n chem. an beans shown h u ea prim dal routs provide lvidNra proper inches Burlington, Park Lane rasponstarly a the eons sera'Mdror the wnbaam to Z some r Perrone del mi stiffelneratadtl s,web rid ' For routs pfOdec proper marriage to prevent (888)707-WA 96233 enwre the cdmporynt salebiby or the ds. chart.bilging Onions,mWli-ply fastening(loads and 886 707-2285 application sod to veiny the dimensions and bads. hatllingreroctbn doyens Www'pafAfiGWOedteeh.COm Lumber 3 Oomegedclmsts must not be used I.aY mire cannons,uNess,wlad aherwrse 4 Ovsiyn asaenes top flange to be laterally rdatrahRd ICC-ES ESR-1225,APA PR-L262 2.lutist not to be heated wish fire rot/Went or maos,ve by atmdmd stwething a as spooled'm enPnarhg ores. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM CSDIAus Client Date: 12/17/2019 Page 166 of KisDesign Project: Input by: 286 Address: Job Name: 19662--3-4 �.o PASSED�+C C Project#: RED ROCK CREEK COMMONS J18 PWI-47 11 "875" - PASSED Level:3RD&4TH Floors 2 II11111101111IN111111111111111111111II obbo h1 IIIIII111110III000I1 111111111110111111111 • _ - 11 7/8" um 1 SPF 2 Hanger(ITS2.37+11.88) / 9'9 1/16" �/2 5/16" / 9'9 1/16" 1. Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c Design Method: ASD 1 391 264 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 390 263 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- I FloorOSB Nailed and Importance: Normal Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 68% 2641391 654 L D+L 2- 2.000" 70% 263/390 653 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1530 ft-lb 4'10 9/16" 4280 flb 0.357(36%)D+L L Shear 640 lb 9'7 15/16" 1705 lb 0.376(38%)D+L L LL Def inch 0.048(L/2379) 4'10 5/8" 0.239(11480) 0.200(20%) L L TL Defl inch 0.081 (L/1421) 4'10 5/8" 0.478(U240) 0.170(17%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 9-9-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-9-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF fop PROfiFJ,, `F. v\G I P.1 - ,. S'/p �v,� 41 9405 9 I- �- ii Exp. 12-31-2020 La.." OREGON Certglcation is to verity the joisObeam/truss to carry the loads vG 910, shown and/or for repair design.The applied bads, 4 Y22,, dimensions,and field condtions info was provided by others. �'9 �r !V Digitally sealed — The loads and dimensions must be verified and approved for RO+Y M, T1 Dec.18,2019 the specific application by the project design professional. chemicals 5 pro-do lateral wppwl el beamg panes to avoid Manufacturer Info Notes lateral displacement and rotation calculalod sin,eh red Designs is responside otJy of be Handling&Installation 6.Web steeeers For print toad es shown Mirimun Pacific Woodlech Corp structural adequacy of lire component based on the I.moist tangos must not beculoednled point load bearing lengthy=3.5 inches 1850 Park Lane design calorie and loadings shown. tt is the 2.Refer to latest copy of the Jest product intarmatm I.For gat roofs provide proper drainage to prevent Burlington, 98233 responsibility al the customer ardor the contractor to derails lac framing detain,stiffener lades.web hole pending Burli gton,WA ensure the component suitability of the intended chart,bridging Mails.ravingly fastening details and 85 application.and to verity the dmensars and bads. hendlinglercctian delads www.pacificwoodteen.eom Lumber 3.Damaged l.leials must not be used ICC-ES ESR-1225,APA PR-L262 a.mesign assumes top flange to be laterally restrained 1.Ory senate nu.unless noted otherwise by unedited sheathing a as speeded re engineerlrg 2.uast not lobe be tlevIreatastdlb Ore retardant or mnovve „ales. This design is valid until 10/18/2022 Version 19.80.180 Powered by i5tructm CSD I DOW °'a'""rally Client: Date: 12/17/2019 Page 167 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 grahooloome Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors II 2 ' 11111111111IIIIIIIIIIIIII11111HN111111111111 IIIIIIIIIIIIIIIIIIIINI 1111111111111111111111I CE / 11 7/8" IN 1 SPF 2 Hanger(11S2.37f11.68) 9'9" / ° 2 5/16" 9'9" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24.625"o.c. Design Method: ASD 1 395 267 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 394 266 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Uve: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 69% 267/395 662 L D+L 2- 2.000' 71% 266/394 661 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1548 ft-lb 4'10 9/18" 4280 ft-lb 0.362(36%) D+L L Shear 648 lb 1 1/4" 1705 lb 0.380(38%) D+L L LL Defl inch 0.058(U1960) 4'10 9/16" 0.239(U480) 0.240(24%) L L IL Defl inch 0.098(L/1170) 4'10 9/16" 0.478(U240) 0.210(21%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-8-15 1-0-5 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0to 9-9-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF . ,..c\ O PROF-&, .. . G1NFF wO j 4, 9405 'Q Exp. 12-31-2020 4"/1 ere/1 OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, /✓G4 r,2`�,1 ! g�� dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for 'Q ION v 'Digitally 1 sealed the specific application by the project design professional. RQh Y ,A Dec.et,t 8,2019 Notes chemicals 5.Fronde lateral supped at Mating poses to avoid Manufacturer Info Caleaated Structured Designs is responsible only or tile Handling&Installation tattoo]displacement and relation Padfie Woodtech Co structural adequacy of thu component based an the 1.Waist flange:,'nYal not be al or driled 6.Wee Wieners la pdnl load as shown Maimlan rp design criteria ON aaanye dent n is the to latest pond lead beaming lmglN=15Inches 1850 Park Lane taappglpily of the actana endrar the contactor l0 2 teats fat f nme y,.mu i-he ply fastening duct own hole �-ppondeFor p rook ao.+de proper drainage to prevent Burlington,WA 98233 aneure 'he ""l'er✓yI $dtabnsi at the 6nerltled chat.Gggilg detais,muniply fastenig derails and (888)707-2285 avocation,and to verify the dmensurrs and loads handangferectan detail Lumber a.Damagedt.bms most not be used www.pacificwoodtech.com a.Design assumes top flange lobe laterally restrained ICC-ES ESR-1225,APA PR-1262 I.Dry Bence centlbns,unless ogled mherwise by adached sheathing a as speeded'n c."*we ag.I.1di41 not to be treated x9M1 fm re4 nlanl a Corrosive macs This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct`" CSD(� aen,o • Client: Date: 12/17/2019 ',Page 168 of 286 ' Project: Input by: isDesigfl Address: Job Name: 19662--3-4 - ass Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors 11111 I , 11' €I I 1 ( 11 z 1111111111111l 111111111111111111 , IIIIIIIIII11IIOIIIIIIIIIIIIIIIIIIN11I1 ' / it.. ;� � �. - .-" ,,r 11 7/8° .r -";R4...,; .. .a b. ," r =..rw:'! , t :_:.,.4,:k / MI 1 Hanger(ITS2.37/11.88) 2 SPF 1 1. 8'4 1/2' H2 5/16" 8'4 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Erg Live Dead Snow Wind Const Spacing: 24.291"o.c. Design Method: ASD 1 335 226 0 0 Cr Moisture Condition: Dry Building Code: IBC/IRC 2015 2 336 226 0 0 0 Deflection LL: 480 Load Sharing: No Deflection IL: 240 Deck: 7/8 APA Rated Stunt-I- I FloorOSB Nailed and Importance: Normal Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 60% 226/335 561 L D+L Hanger Analysis Results 2-SPF 2.125" 59% 226/336 562 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 1121 ft-lb 4'2 3/16" 4280 ft-lb 0.262(26%) D+L L Shear 548 lb 1 1/8" 1705 lb 0.321(32%) D+L L LL Defl inch 0.034(U2903) 4'2 1/4" 0.204(U480) 0.170(17%) L L TL Defl inch 0.057(U1733) 4'2 1/4" 0.409(U240) 0.140(14%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 8-4-8 1-0-2 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 8-4-8 0-11-14 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF chemicals 5.Promo lateral sapped at bearing points to ovoid Manufacturer Info Notes lateral displacement and rotation Calculated Structured Designs is responsible only of the Handling&Installation 5.web stitreners for point load as shown Mimi' urn Pacific WoOdIBd1 Corp structural adneuaey of this Component based on the I.0dsl flanges mum not be net or dialed post load bearing length,.3.5 inches 1850 Park Lane design cetera and loadings shown. It is the 2 Refer to latest copy of the Ildsl product information 7 For gat roofs presde proper damage to prevent Burlington,WA 98233 responsibility of the customer anchor the contractor to details for framing details.stiffener tables.web hole pending (88$)707-2285 ensure VM component suitability Of the intended d'art,bridging details.muliy d. fastening detmis and applicatlgn,and to verily the dimensions and loads. handling/erection details www.paefficwoodtedl.com Lumber 3 Damaged Rusts must not be used ICC-ES ESR-1225.APA PR-L262 I.D 9EMCC candtions,uMess inter Mhervrse a 'age assumes top Range to be laterally reslraindd Dry by attached sheathing or as specified as engineering 2.oast not to be treated with tie retantame corrosive naas This design is valid until 10/18/2022 Version 19.80.180 Powered by IStruct^a CSD I HMV. Client: Date: 12117l2019 l-%Y Page 169 of Project: Input by: . isDesign Address: Job Name' 19662-3-4 ----"'" Project*: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors z /11111111f11!11 ";jl"' '1')ltilrrft l: tl t lisa 1 .It,1 ,rr -t' , ,:t 1 . �.. Fti 4 / 11 7/8" 1 SPF .-... .. --' / 2 SPF/ 9'3 11/16" '�2 5/16" / 9'3 11/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 354 239 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 315 213 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Temperature: Temp<=100°F Glued General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 5.563" 48% 239/354 592 L D+L 2-SPF 2.125" 55% 213/315 528 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1139 ft-lb 4'9 9/16" 4280 ft-lb 0.266(27%) D+L L Shear 537 lb 4 11/16" 1705 lb 0.315(31%)D+L L LL Defl inch 0.032(U3295) 4'9 9/16" 0.220(L/480) 0.150(15%) L L IL Defl inch 0.054(L/1967) 4'9 9/16" 0.441 (U240) 0.120(12%)D+L L Design Notes 1 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-6 to 0-4-14 2-0-0 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-8-11 2 Tie-In 0-0-10 to 0-7-3 0.0.0 to 2-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-3-3 to 9-3-9 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 0-5-7 to 9-3-11 0-9-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF <<-��D PROA:6. So NG1NF /0 9405 '¢ 2 tz- Exp. 12-31-2020 1.n/' re/i OREGON Certification Is to verily the joisl,beaMhuss to carry the loads shown and/or for repair design.The applied loads, .rr�(/{Y'�'�' ',91!1 dimensions,and field conditions info was provided by others. V The loads and dimensions must be verified and approved for R 'Rigidity sealed the specific application by the project design professional. (I5 M, Dec.18,2019 Notes cdemcas 5.Provido lateral support at Eearkg p0666 to a.ad Manufacturer Info Calculated Structured posers Is responsible only a via Handling&Installation eral daplacem*M andraauon strrdtural adequacy or the component based on the I IJtkt flanges noel nol be col or dolled 6.Wen codtberi o I pant load ns Grown M'awnrmr PacificPark Laneeelt Corp desgn uitwla and IpaNngn snow^. It in the 2 Refer in latest of the 1.1okl for tint mots bearingp el'3 5 inches 1850 Park maponsiality a the custom«andlef the mnaaG«IO copy product,e"naW" I For flat mots pmvidC propel'drainage to prevent Burlington.WA 98233 ensure Pre component mutability of NO intended tltleils for framing rim details apemen laded ysg hat pending 9 applicacon.and loveriry the bmensions and bads. nendmgfe M ndela mulligy laslcnirg tletailsaM (8E8j707-228$ namagert uorsl n detain www.paci5cwoodtech.com Lumber 3.Damaged Lbisls mum not be used ICC-ES ESR-1225,APA PR-1262 1.Dry aerNce candN« unless resod oNerwrse 4.Design assumes top Marge to be laterally restraned 2.!Jost nal to be treated with fire m.LvddM or cvrmaive by attached aliOaNirg or as specified In engineernq bled This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructn' CSDIa Client. Date: 12/17/2019 Page 170 of ' Project: Input by: 286 isDesign Address Job Name: 19662--3-4 Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD 84TH Floors 1 • . il11iA31i' Jlt i; t_7 ,xd33 ii`3, 1 ( t ltt3 it e t � t . - iS.€ v.;r _ }A � 2 III ' 111,u11uu #11 i 11111111111111111111111 111111111111111 1111111111111111111 1111111 11 7/8" 1 SPF 2 SPF 1 .."--/9'3/8" 2 5/16" 9'3/8" 1. Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 384 259 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 350 236 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 5.563" 52% 259/384 643 L D+L 2-SPF 2.125" 61% 236/350 586 L 0+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1222 ft-lb 4'7 7/8" 4280 ft-lb 0.286(29%) D+L L Shear 595 lb 4 11/16" 1705 lb 0.349(35%) D+L L LL Defl inch 0.033(U3102) 4'7 7/8" 0.213(1.1480) 0.150(15%) L L TL Defl inch 0.055(U1852) 4'7 7/8" 0.427(L/240) 0.130(13%) D+L L Design Notes 1 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 9-0-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-11 to 0-7-5 0-0-0 to 2-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-3-3 to 9-0-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1NE.. si 9405 `1' 2y ' Exp. 12-31.2020 , - OREGON� Certification is to verify the joist/beam/truss to carry the loads V� shown and/or for repair design.The applied loads, �rr 22, dimensions,and field conditions info was provided by others. 9 T G V' r Digitally sealed The loads and dimensions must be verified and approved for ��77ON M,a Dec.18,2019 the specific application by the project design professional. Notes chemicals 5 armada Istaral support at bonne points to avdd Manuta ctrircr hila Celllatm stmoved Designs a responsible only of the Handling&Installationiateatasplacemdt and rotation Pacific Woodlech Corp 6 Web eadbe d for point bad as es Mrimun sbuctura adequacy of this component based on the 1_Wit flanges must not be cot or drilled point tat rbearing brgN�'3.5 bchea 1850 Park Lane design viteda and tearing' shmnn k 'a the 2 Refer In latest wpy or the Mast product i,web lion I.For Ilat rook po we proper n'hes b pn:venl RDAington,WA 98233 resure the of the customer andtor ono contractor to detail Iw I1 dri details.wren lades,stab hea pondirg (888)707-2285 ensure the wmpo1Mt suitabairy or the intended chat brggeg tletak,et.iyy Iasrenin9 details and ad:Am ion.and to verily the dimensions and bads handing/melon details www.pacificwoodtech.wm Lumber 3.Damaged!Joists must not he used ICC-ES ESR-1225,APA PR-1262 -I.Desiym aasrmes top Mange to he lateral,restrained 1.Dry seMCe conduor5,unless deco nlhenhise by attached sheathing or as spooled in enginecirg 2.!Joist not to be treated will ire retardate er corrosive nobs This design is valid un1i110/18/2022 Version 19,80.180 Powered by oStruct"5 CSD I 0131.11 Client: Date: 12/17/2019 Job Name: 19662-3-4 Page 171 of r Project:Address: Input by: 286 esign Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD 84TH Floors III IIIi1tIl11111111111111111111111111111111111111111111111111'31 ,; f 2 tt III 111111111111 IIIINIt#111111111111111I 111111 111lIIIIIlllIIIIIIlllf N11111 ', 11 7/8" .. / 1 SPF 2 SPF fy 1 8'9 1/16" �"2 5/16" 8'9 1/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Erg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 373 252 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 339 229 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 5.563" 51% 252/373 625 L D+L 2-SPF 2.125" 59% 229/339 567 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1145 ft-lb 4'6 1/4" 4280 ft-lb 0.267(27%) D+L L Shear 577 lb 4 11/16" 1705 lb 0.339(34%) D+L L LL Defl inch 0.030(U3345) 4'6 1/4" 0.207(U480) 0-140(14%)L L TL Dell inch 0.050(V1997) 4'6 1/4" 0.413(U240) 0.120(12%)D+L L Design Notes 1 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 8-9-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-13 to 0-7-7 0-0-0 to 2-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-3-3 to 8-8-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF Are Q,E.D PROFFS NC? �G1N�� `�l0 �(1J 9405 'S 2 Exp. 12-31-2020 1n/1 OREGON Certification is to verify the joist/beanvtruss to carry the loads ✓ 9 shown and/or for repair design.The applied loads, dimensions,and field cora5tions info was provided by others. .rf�t V22,, The loads and dimensions must be verified and approved for 7/51O ft r c DigitallyDgi 1leed the specific application by the project design professional. v,rf M. Notes chemicals s.Provide carat support at soaring poi.,to avoid Manufacturer Info Calculated Structured Designs is responsible only of NC Handling&Installation lateral displacement and rotation 6.Web Wieners for psis load as shown minimum Pacific ParkWoodt Lan ch Corp arucWa adequacy of dtis canPonera based en the 1 IJPisl ranges must not be cut or Wiled �' /swerve,q el tlno msrdne/r endie deStge miens and loadings e shown roneacbr to h is Me 2.Roder details loohervnp deaill of s stiffener tables,information web note t.mint mntanp colon Prempets=pec manage to prevent Buf 5 itches fington,WA 98233 ensure the component salability of the kneaded gpondlng aPPlication,and to verdy the dimensions and loads. hoM Gk9ing deans.multi-WY fastening deans and (8ww8)w.pacificwoodtech.com acifcwo ______.,.._ !Joists entails ICC-ES GflCW00dIECI1.rAm Lumber 3.Design tlsurersto ttang not be used ICC-ES ESR-1225,APA PR-L262 1.Dry service conddorns,"Cis noted trlhenwise 4 bcvgn assures top bergs to be lateraly resreerrg 2.1Joie1 not to be treated with Am retardant a norrosIve by aaaaad sheelhinp m as sPedfetl a rngitdeirg °aQ9- This design is valid until 10/18/2022 Version 19.80,180 Powered by i5truct^iC SDI_ 013.141 sutra Client Date: 12/17/2019 ,Page 172 of Project Input by: 286 , isDesign Address: Job Name: 19662--3-4 + +° Project#: RED ROCK CREEK COMMONS J18 PWI-47 11.875" - PASSED Level:3RD&4TH Floors 2 I II I s .'r' `°"+ sd ,c,, :,' ` 3 '$ s"as%:-17,4,',,,:' 11 7/8'' p --.* ,ter a."` ` 6+&. r _'v1' � `tr rt. ' ..art. .s,�ux. ...., <;'d»-- 1 SPF 2 SPF '7 9'5 3/4" �'2 5/16" / 8'5 3/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASO 1 249 168 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 213 144 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorO58 Nailed and Glued Temperature: Temp<_100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React OIL lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 5.563" 34% 168/249 416 L D+L 2-SPF 2.125° 37% 144/213 357 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 695 ft-lb 4'4 9/16" 4280 ft-lb 0.162(16%) D+L L Shear 372 lb 4 11/16" 1705 lb 0.218(22%) D+L L LL Dell inch 0.017(U5555) 4'4 9/16" 0.200(U480) 0.090(9%) L L TL Del inch 0.029(U3317) 4'4 9/16" 0.399(U240) 0.070(7%) D+L L Design Notes 1 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 8-5-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-15 to 0-7-8 0-0-0 to 2-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-15 to 8-5-12 0-3-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ri 0 PRO -) 0,C. ' G1 N - ., vQ 9405 '559 /fIt Exp. 12-31-2020 r OREGON Certification is to verify the joist/beam/truss to carry the loads v NKO shown and/or for repair design.The applied loads, �4 V 22. dimensions,and field conditions info was provided by others. 9'q �.V Digitally sealed The loads and dimensions must be verified and approved for If M_P Dec.18,2019 the specific application by the project design professional. chemicals 5.Pro role lateral supped at beam,?goin&•.o avoid Manufacturer Info Notes lateral dieplaeereera and rotation Calculated&metered Dawgns is responsible only or the Handling 8 Installation 6.Web sgfleMrs IW pawl lose as shown mvsmd.n Pacific Woodtech Corp design !adeewP of Iris wmporem based on the I.Refer flanges dust nal be cuter tilled point lead bearing lelghhi-3.5 inches 1850 Park Lane design cinema re ba,Sngs shown. it is the 2 Baler to latest copy of the Joist roables. hole 7.For flat roots grouse proper drainage ie prevent Burlington,WA 98233 e seer&W y of rp uetomer and:ar the contractor to details for rramn?deters.stiffener tables,Web hole pending ensure be component swebsi s es the intended chart undoing dews.meal-psy fastening duals and (888)707-2285 app IcaUon and to verity the timensions and loads. hardlmglerecuon dela8 www.pacifi6Woodteeh.com Lumber ].Damaged!Masts meal not be used ICC-ES ESR-1225,APAPR-L282 I.D , Ness rotor ou+erHiu d'Design sasmnes top range le ee laterally restrained �'service concelions u by attached sheatn'ig or as spedried in eegineenbg 2.IJoist rat lobe treated vdlh fire retardant a corro0re notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by i5lructTM' CSD I NM"art earn Client: Date: 12/17/2019 Page 173 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5,500" - PASSED Level:3RD&4TH Floors 2 lltllllililultiliillll IIIIllhIIllhI1IIUUIIII IIUUIIOOlIIIIIIIIlIllhI1III1IItIIIIIII IIIIIll1 / $ N -•'� a .. .� �, +,u �gag;� �a ^" vpa .uw v�swxv a rc wf ' L( 5 112" I / 1 Hanger 2 Hanger 4'9" 4'9" / / xI 1 i1 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 27.255"o.c. Design Method: ASD 1 203 137 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 203 137 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100"F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 137/203 340 L D+L Hanger Analysis Results 2- 3.000" 9% 137/203 340 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 362 ft-lb 2'4 1/2" 2284 ft-lb 0.158(16%)D+L L Shear 256 lb 7" 1568 lb 0.163(16%)D+L L LL Defl inch 0.019(U2855) 2'4 1/2" 0.112(L/480) 0.170(17%) L L TL Deft inch 0.032(U1704) 2'4 1/2" 0.225(L/240) 0.140(14%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 4-9-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-9-0 1-1-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF cg`EO PROFFS �`'3 C1 G 1 N 5'� `S47 �t <' 9405 1: - Exp_ 12-31-2020 ,,r. LdVw �%, OREGON Certification is[overfly the joistrbearMruss to carry the loads 6/ shown and/or for repair design.The applied loads, 9 dimensions,and field conditions info was provided by others. "9 �&N 22 r, The loads and dimensions must be verified and approved for 'Q ,h�r Nil 'Digitally sealed the specific application by the project design professional. �'�/r Y [41 A Oea 18,201 B Notes cnemleals 6.For flat roots protide proper drainage to prevent Manufacturer Info Gauntest Simmered Designs is respo,siea only or ere Handling&Installation sewing Pacific Woodtech Corp stnrctta0 adequacy of ibis component based on the I MVL beans must not be out or dated deign enIsra and taadings shown. It Is Or 1850 Park LaneA respensebty of the customer ander Me contractor to 2.Refer at meO/aion r room inlmmadan 6udln ton,WA 98233 pe ensure to Caei.,nnt suilabi' or the Intruded rasteang dotes bn reotvemone and n 9 appliratton.and la v approvals decals.bean s'verrglh values, node Www.(888) acifm 85 verity inn 6mensans and back. apWvrals WwW.paCiftCWl)OdIBGh,COm Lumber 3.Damaged Beams must not bo used APA:PR{233,ICC-ES:E5R-2909 I.Dry service con�Lons,unless noted rdbenvise s.Design assumes top edge is laterally restrainers2.Dry not to be vuat�N with roe morose a conouve 5.prwido 1.,,,support at bearN9 points to avadtl lalrra dlspracemem and rowan This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructaa CSC emLit • Client: Date: 12,17/2019 Page 174 of Project: Input by: '286 isDesign Address: Job Name: 19662--3-4 PASSED Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors ill: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111 Illlllllllllllllllllllll 1 i i-ACF C � "` - >r 51/2" i _ y e .z 1 1 Hanger 2 Hanger q'9e /—if 1/2" 4'9" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 190 128 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 188 127 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSE Nailed and Glued Temperature: Temp - < 100"F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 8% 128/190 318 L D+L Hanger Analysis Results 2- 3 000" 8% 127/188 315 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 339 ft-lb 2'4 1/2" 2375 ft-lb 0.143(14%) D+L L Shear 240 lb 7" 1568 lb 0.153(15%) D+L L LL Defl inch 0.011(L/4929) 2'4 1/2" 0.112(L/480) 0.100(10%) L L TL Defl inch 0.018(U2943) 2'4 1/2" 0.225(U240) 0.080(8%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at beatings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 4-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-9-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 'S '''Is s"44 PRO FFssi F(c vIG1N O Q4, 49405 fi 25, ,....7 Exp. 12-31-2020 LArt OREGON Certification is to verify the joist/bearn/truss to carry the loads shown and/or for repair design.The applied loads, ,9�f L/' a 22 ;9 , dimensions,and field conditions info was provided by others. -7L�^ n "Digitally sealed The loads and dimensions must be verified and approved for "^r r, the specific application by the project design professional. ,Y M' Dec.18,2019 Notes chemicals 5.For flat roofs provide proper drainage to prevent Manufacture, 'rho Calculated structured Designs is responsible only of the Handling&Installation Rending Pacific Woodlech Corp slnrctural adequacy d INs eamponent based on the I LVL beams must not be cut or dialed 1850 Park Lane design criteria and loadings sRdvei ii b nx 2 Refer to manufacturer's product hromlalian Burlington,WA 98233 responsibility of the customer'and'or the contractor to regarding iastafaeon requirements. mudcpty ensure the component solahtlily of the inWrted fastening details.beam strength values.and code (888)707-2285 applicatiom and to verify the dimensions and lads ame0vais www.pacificwoodlech.com Lumber 3.Dotrtsged Booms must not be used APA PR-L233.ICC-ES:ESR-2909 I.0 service cgndNore,uNes.mttV Nncnvrsn 4.Reston assumes top edge is laterally restrained n' 5 Provide lateral pp support at bearing palms to avoid 2.LVL not to be treated with tree retardant or coroSIvc lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by istrucPv PrCD I°RAW p91 �.r�7 auto, Client: Date: 12/17/2019 Page 175 of Project: input by: 286 if Design Address: Job Name: 19662-3-4 'earrawar Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD 84TH Floors 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111H 11111111IIIIIIIIIII1111111111111111IIIIIINIIIIIIgIIIINIII1111IIIII1111IlIIIIIIIIIII11111IIINi1III y ==ra n 'err .. k . L.. 51/2" „, . ..„,„,„....,....„.,,..,..,....„...,.. ,, / 1 Hanger 2 Hanger 4'8 3/8" /---/1 1/2" / 4'8 3/8" 1 Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 188 127 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 188 127 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FIDorOS6 Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 8% 127/188 315 L D+L Hanger Analysis Results 2- 3.000" 8% 127/188 315 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 331 ft-lb 2'4 3/16" 2375 ft-lb 0.139(14%) D+L L Shear 236 lb 7" 1568 lb 0.151(15%) D+L L LL Defl inch 0.010(U5104) 2'4 3/16" 0.111 (U480) 0.090(9%) L L TL Defl inch 0.018(L/3047) 2'4 3/16" 0.222(U240) 0.080(8%) 0+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced al bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF , ��Ea PRay�Fss �w� �' 9405 's) 2 Exp. 12-31-2020 Lek/1 OREGON Certification is to verify the joistlbeam/truss to carry the loads t/U 9 shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. '9�7 C r 22 a t The loads and dimensions must be verified and approved for 7 ^r !� igitally sealed the specific application by the project design professional. �O'r (+J�,ry Dec.18,2019 Notes chonawis s For fiat roots wood°props drainage to prevent Manufacturer info celeuiated structured oesiens is raspunsblc only of the Handling&Installation pO"d"'g Pacific Woodtech Corp sWctural adequacy of this romponeer Saved an Inc I LVL beans most not be at or milled 1850 Park Lane design rnoda and loadings shoran It is the 2 Refer to manufacturers product nlonnatgn teaponsibihly of the customer weer the contractor to rlpardnp „toot., requiemoma, mah:ply Burlington,WA 98233 ensure the component sutahtily of the interned laslering dolor's,beam strovit vales,aid can (888)707.2285 application,and to WM*the tmensions and loads approval. www.pacificwoodtech.com Lumber J.Damaged Beams must not be used APA:PR-1233,ICC-ES:ESR-2909 1.Dry spruce cpntlhipns,unless not Wtmw'�sa Design assume top edge Is laterally restrained 2.LVL not tobedm°d prim 5 oterdant or corrosions pnrvide lateral supped at Devtny 0,..,to coO d ateral displacement and rotalion This design is valid until 10/18/2022 Version 19.80.180 Powered by IStructTM C-I.I a"Wa eml3t Client Date: 12/17/2019 r Page 176 of Project Input by: 286 , isDesign Address: Job Name: 19662-3.4 trutwow Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5a500" - PASSED Level:3RD&4THFloors ! a 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIiIIIIIIIIIiiIIIIIIIIIIIIIIIIIIIIIIII IIiiiiiiiIIIIIIIIIIII KK ..iL CIFIC ,��� n�'iu« •�wW.�.._...."y..,a�...Y^'+..- .. .i...rtdil�w+.tea.u,er"`�+F tb.f- .. .... 1 Hanger 2 Hanger Iy 4'9 9/16" 1 1/2" 4'9 9/16" Member Information Reactions UNPATTERNED lb(Uplift) Type- Joist Application: Floor Big Live Dead Snow Wind Consi Spacing: 24°o.c. Design Method: ASD 1 192 130 0 0 0 Moisture Condition. Dry Building Code: IBC/IRC 2015 2 192 130 0 V 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSt Nailed and Glued Temperature- Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 8% 130/192 321 L D+L Hanger Analysis Results 2- 3.000" 8% 130/192 321 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 347 ft-lb 2'4 13/16" 2375 ft-lb 0.146(15%) D+L L Shear 2431b 4'2 9/16" 1568 lb 0.155(16%) D+L L LL Deft inch 0.011 (U4765) 2'4 13/16" 0.114(L/480) 0.100(10%) L L TL Deft inch 0.019(L/2845) 2'4 13/16" 0.227(L/240) 0.080(8%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-9-9 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-9-9 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF c), D PROF4-, `g'tC�Gi N F `J`r/0 t 9405 p 2.9 Exp 12-31-2020 r , n 1 /l •' 4. OREGON Certification is to verify the joistlbeammuss to carry the loads mot, '1� shown and/or for repair design.The applied loads, ,9 V 22,19 dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for -1% r r,A avi Dig sealed the specific application by the project design professional. r y ryt' Dec.ital y 18'2019 Notes tM.mlcals 6 Fe,net roots recede crepe drainage to seven, Marl lactu re r In/c camweeed Structured Designs is msponsrtwe only a me Handling&Installation rOOS"9 Pacific Woodtech Corp shuchxa adequacy of this cdmpaiem based at the I LM,beans must not be cut or drilled 1850 Park Lane design cetera and loadings shown ft is the 2 Sneer In manutaarnrrn pddum inrernarnn Burlington,WA 98233 responsidety of One customer ardor the contractor to regarding insiallagon raguiementt, molt-ply ensure the component suhaharY on the ,mewed fast^ang details beam siren*values.and code (888)707-2285 eppliwbon and to ve0r/thedkneestene and loads. approvals 'ovvw.pacificwoodtech.com Lumber 3 Damaged seams must rat be used APA PR-L233,ICC-ES:ESR-2909 ined I Dry service conditions,unless noted nthenvise S.p: Cosign assumes rom&llateralr n oree atedge a hexing poi laterally nts to avoid2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by i5truciTM CSD I MAW MIw uan Client: Date: 12/17/2019 Page 177 of ' Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 v.. Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors 11 2 IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIAIIIIIIIIIIIIIIIIIIHIIIIIIIIIII PAcInc _. 7 t 8r., )\ / / 1 Hanger 2 Hanger 4'8 3/8" �'u1 1/2" 4'8 3/8" l'( Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 161 109 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 161 109 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued 'Temperature: Temp r_100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 7% 109/161 270 L D+L Hanger Analysis Results 2- 3.000" 7% 1 09 1 161 270 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 284 ft-lb 2'4 3/16" 2375 ft-lb 0.120(12%) D+L L Shear 203 lb 7" 1568 lb 0.129(13%) D+L L LL Defl inch 0.009(L/5949) 2'4 3/16" 0.111(U480) 0.080(8%) L L IL Defl inch 0-015(U3552) 2'4 3/16" 0.222(U240) 0.070(7%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-8-6 0-8-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-8-6 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��� 0 PR°fiFsts c �c,tNd 'a tz (' 9405 '� �y Exp. 12-31-2020 w+ dre'. OREGON Certification is to verify the joist/beam/truss to carry the loads V0 ,� shown and/or for repair design.The applied loads, 9 # dimensions,and field conditions Info was provided by others. �r22/1 The loads and dimensions must be verified and approved for -7/51° A[,� Digitally sealed the specific application by the project design professional. r Y tYr• Dec.18,201 B Notes chemicals 6.For flat roofs provide proper tl2inaye to woven) Manufacturer Info Calculated Structured Designs is responsible only of the Handling 8 Installation PO1d'np Pacific Woodlech Corp slNcpral adequacy of thk mnponent basal on the 1.I.VI beans must not be cut or drilled despn niteda and loadnss shown. h Is the 1850 Park Lane respenipby of the customer and/or the contractor to 2 Refer le maalalooumrs Pemenduct information BDdin lOn,WA 98233 ensure the component sulwb or Ne intended fastening tails.beam rength valuese, dcyy 9 perify nsY appfastorvag details.beam strength .and sock cs w. aoflc o 5 application and to verify the 6menaons and roars approvals www.paaficwootltech.com Lumber 3.Oanaged Beams mar not be uses APA:PR L233,ICC-ES:ESR-2509 I.Dry service pMINVOM,uNoss noted mnorwrsa 4.Design assumes topedge Is laterally restrained 2.LVL env to be treated with fire retardant or corrosive im,,,,,,,,,i.ce,,,,,i,„Ki Prwido lateral support at twadng points to avoid mlefal displacement area romson This design is valid until 10/18/2022 J Version 19.80.180 Powered by iStructor CSD I°nastww sVltn Client: Date: 12/17/2019 ,Page 178 of Project: Input by: 286 , isDesign Address: Job Name: 19662--3-4 'r°ww. Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level.3RD&4TH Floors I 2 'IIIII III111NIIIIIII111111I11111111i1111 i1111111111111111111111111111111111111111111111 re X / 1 Hanger 2 Hanger 4'1113/16" ��1 1/2"4'11 13/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 199 134 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 199 134 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 134/199 333 L D+L Hanger Analysis Results 2- 3.000" 9% 134/199 334 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 376 ft-lb 2'5 15/16" 2284 ft-lb 0.165(16%) D+L L Shear 256 lb 4'4 13/16" 1568 lb 0-163(16%) D+L L LL Defl inch 0.013(U4221) 2'5 15/16" 0.118(U480) 0.110(11%) L L TL Defl inch 0.023(U2520) 2'5 15/16" 0.237(U240) 0.100(10%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Coast. 1.25 Comments 1 lie-In 0-0-0 to 4-11-12 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-3 to 4-11-13 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 'CO\ PRpfiFss ,� �GINEF /O 2 9405 �' yy /7 Exp. 12-31-2020 OREGON Certification is to verify the joist/beamttruss to carry the loads ✓G fi shown and/or for repair design.The applied loads, "9 y 22 a\9 dimensions,and field conditions info was provided by others. t1 j The loads and dimensions must be verified and approved for 7/q (� Digitally sealed the specific application by the project design professional. ON M•R Dec t e,20t 9 Notes ehenloals 5.For oat roofs provide proper drainage to prevent ValwfaOhsrer Info Calculated Structured Designs is responsible only or No Handling&Installation pantli's Pacific Woodtech Corp struclurdt adequacy of this component based on the I LVL beams must not be cal or drilled 1850 Park Lane desyn coteoa and loadings shown It is ripe 2_Rotor to manufactures p oduct mfomlalion Burlington.WA 98233 rosponsit bly of inc customer and/or the contractor to regarding instanebon recturoments. mad.ply ensure the component talabeiry of the intended fastening detail.beam strength values and code (388)707-2285 application and to verify thedmensions and loads. approvals www.pacificwoodtechcorn Lumber 2.Damaged Beams must not be used AP&PR-L233,ICC-ES:ESR-2909 I.o lulled cen34ons,uNess sec::omnrvnse a.Design assumes top edge is laterally restrained rY 5.Prow de lateral support at bearing points to avoid 2.LVL not to be treated with 1m,otardant or<arosov lateral displacement and rotalun This design is valid until 10/18/2022 Version 19.80.180 Powered by IStrucfst C SD I s�W am4p I Client: Date: 12/17/2019 Page 179 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 4r.m.'w Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII 111111011111111111 _ / X , 5 1/2" 1 Hanger / 2 Hanger 5' —'�1 1/2" 5' Member Information Reactions UNPATTERNED lb (Uplift) Type. Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"a.c. Design Method: ASD 1 199 134 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 200 135 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 134/199 334 L D+L Hanger Analysis Results 2- 3.000" 9% 135/200 334 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 378 ft-lb 2'6" 2375 ft-lb 0.159(16%)D+L L Shear 257 lb 4'5" 1568 lb 0.164(16%) D+L L LL Defl inch 0.014(U4189) 2'6" 0.119(U480) 0.110(11%) L L IL Deft inch 0.023(U2501) 2'6" 0.237(L/240) 0.100(10%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1,25 Comments 1 Tie-In 0-0-0 to 4-11-14 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-3 to 5-0-0 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ePe° PROpr. $ ,G1N s/02 k 9405 15 -y Exp. 12-31.202D •' tn.." OREGON Certification Is to verily the joist/beam/truss to carry the loads Lob, shown and/or for repair design.The applied loads, 9 i dimensions,and field conditions info was provided by others. 1 �'22 t The loads and dimensions must be verified and approved for �/C��11 r " ��. "•'.ilally sealed the specific application by the project design professional. r y ryr. Dec.18,2019 Notes chemicals 6 For gat roofs provide proper Orange to prevent Manufacturer Info Calculated Strucwrad Designs is responsible only of Our Handling&Installation QO"dmg Pacific Woodtech Corp slrudWat adoquaq M this component based do ISO I.LVL beams must not be cut or drilled design eateda ark leewles shoran. It u the 2.Rider to manufacturer's product information 1850 Park Lane responth lily el the customer and;or the conuawor to regarang installation requirements, reati-ply Burlington,WA 98233 ensure the component suitability of the intended taaleeng details.bean strength values.and cede (888)707-2285 appli:atlon,and to verily the dvnenaions and loads apprmals www.pacficlwoodtech.com Lumber 3 Damaged Beams rout not be uood APA:PR-L233,ICC-ES.ESR-2909 I.Dry service eon/hero,unless noted renews. q neaten assumes top edge is laterally restrained 2.LVL not to be treated with fire retardant or corrosive s.Pro'rat d lateral olio a d at bearing tMmis to awad mtaral diapbcarnenl a�rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM CSD(mow notch Client: Date: 12/17/2019 Rage 180 of ° Project: Input by: 286 r isDesign Address: Job Name: 19662--3-4 sirissomnk Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors I— ,I I l 2 L 1 IA1111111111111111111 111UiNi1111111i000i 11ii1i11NIIN1iii11igi111ii1NilioiioiNlii k / Xaq : : .i%A.... ;d*�d+.lp"• .as,,,. ... >:w>.yu w...««i.^.a- . °aef;. .. y';2`3�r •;;s..e�c..r', ."a.+*�'a...,..b. / 1 Hanger 2 Hanger 4'101/8" } 11/2" / / 4'10 1/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 177 120 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 177 119 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 8% 120/177 297 L D+L Hanger Analysis Results 2- 3.000" 8% 119/177 296 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 323 ft-lb 2'5 1/16" 2375 ft-lb 0.136(14%) D+L L Shear 225 lb 7" 1568 lb 0.144(14%) D+L L LL Deft inch 0.011 (U5055) 2'5 1/16" 0.115(U480) 0.090(9%) L L TL Defl inch 0.018(113018j 2'5 1/16" 0.230(U240) 0.080(8%) D+L L Design Notes 1 Fill all hanger nailing holes. - 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-10-2 0-9-15 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-10-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 9,51) PAQ Nc? ..1,GIN F , /0 (09405 �' y-v /' Exp. 12-31-2020 1+n/t Ir��o OREGON Certification is to verify the joisf/beamNuss to carry the loads 9'1.\ shown and/or for repair design.The applied loads, `I(Y 22 a 1 dimensions,and field conditions Info was provided by others. The loads and dimensions must be verified and approved for '9/� F v Digitally sealed the specific application by the project design professional. �r Y M.A` Dec.1e,zo1 s Notes chemicals 6.For Oat roots pro...proper N...,m pmvam Mnnu tocturaa Info Calculated Structured Desrs is rosponsiae only of the Handling 8 Installation pending DessauPacific Woodtech Corp structural adequacy of this component based On Inc 1 LA beams most rat be cal ordruoe 1850 Park Lane design anneal and loadings shown h b Me 2 Rarer to manuranvrees product kdonnalbn Burlington.WA 98233 responsi/lily of the cp5temer and/or the Wmraclar to regarding inatalladen roquiemoms, mudglp ensure the component Otology of the intended rastening delakt bean strength values,and code (888)707-2285 appptllidn and to verity me dtmensbns and loads approvals www.paeifiewoedtech corn Lumber 5.Damaged Beams must not be used APA:PR-L233,ICC-ES:ESR-2909 t D service cmtlbiotrs,unless noted Nhenu+se '1 Dosign assumes top edge is blerally reseamed Dry5 pnrvitln lateral swpat at bearing points to avoid 2.LVL nor to be Vealed with for retardant or rorrovw: t astral displscemem and mld/on This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct^' CSD I hIA. Client: Date: 12/17/2019 Page 181 of Project: Input by: 286 isDesign Address Job Name: 19662-3 4 Ta Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors II 2 1111111111111111111111 111111IIIIIIIIINIIIHI Il11111111111IINIIIIIIIIIIIINIIIIIIIIIIIIIIII �'' w.' / / 1 Hanger 2 Hanger 4'9 7/8" / "—ell 1l2" 4'9 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 193 130 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 193 130 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 6% 130/193 323 L D+L Hanger Analysis Results 2- 3.000" 8% 130/193 323 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 350 ft-lb 2'4 15/16' 2375 ft-lb 0.148(15%) D+L L Shear 245 lb 7' 1568 lb 0.156(16%) D+L L LL Defl inch 0.012(U4685) 2'4 15/16" 0.114(L1480) 0.100(10%)L L TL Defl inch 0.020(U2797) 2'4 15/16" 0.229(L/240) 0.090(9%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part Uniform 0-0-0 to 4-9-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-9-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF • .P 0 PRO CP �G I N LSE` i0 91405 '�' 2 7 Exp. 12-31-2020 \nf OP; OREGON Certification is to verify the joist/beam/truss to carry the loads 9 shown and/or for repair design.The applied loads, vr/L '22 s 1 !� dimensions,and field conditions info was provided by others. 'p G The bads and dimensions must be verified and approved for 4/6)Or., ��V r Nasky 1 g.20191 the specific application by the project design professional 'y (", Notes chemgals 6 For flat roofs provide proper drainage to preventManufacturer Info Calculated Structured Desyns is rospo stile only of gee Handling&Installation Pending Pacific Woodtech Corpsfnxt,ral adequacy of dug componentgsShow bast on the I Rotor1850 g manulton r product information re lore 0,0 of the cl¢lamv and/or the mrwanor to mooning ills,bee rogluremenls, 04 code Burlington,WA 98233 enslrm the component svilaG40Y of No intended approvals )Www.paaflCW00dleCh.fAm Lumbar 3 Damaged Beams must wr be used APA:PR-L233.ICC-ES'ESR-2909 I.Dry service wndlona,omega roll dhwwlse a Deugn assumes top edge is laterally resbalned 2.Dm3 on le be'elt7 w1111 rlrC ioteddtnl n tse 5.Provide lateral supptn al t^. Ibmis to a/ye lalwaf ddplaeememand rolalbn This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct0 __D I Ft:. Client: Date: 12/17/2019 Page 182 of " Project: Input by: 286 iSDesigfl Address: Job Name: 19662-3-4 Project ft: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors ' II tf 2 III11I 11111111111111111 11II111I11110111111I111IIII1111111111 1111111111IIIIIN111111I1II1IIlllll a '.. " / - l ,¢- - 51/2" yI 1 Hanger 2 Hanger I. 4'9 3/4" �- 1 1/2" 4'9 3/4" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 193 130 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 191 129 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp e=100"F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 8% 130/193 323 L D+L Hanger Analysis Results 2- 3.000" 8% 129/191 320 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 349 tt-lb 2'4 7/8" 2284 ft-lb 0.153(15%) D+L L Shear 244 lb 7" 1568 lb 0.156(16%)D+L L LL Defl inch 0.012(U4716) 2'4 7/8" 0.114(L/480) 0.100(10%) L L TL Defl inch 0.019(L/2816) 2'4 7/8" 0.228(U240) 0.090(9%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 4-9-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-9-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �PFDPR(:) - „c,"� G I!V EF S�0 ki ti 9405 9 yF /" zr Exp. 12-31-2020 OREGON Certification is to verify the joistbeamAmss to carry the loads r/ cr0 shown and/or for repair design.The applied loads, �4 I'22 r dimensions,and field conditions info was provided by others. �'Q[o .y Digitally sealed The loads and dimensions must be verified and approved for -"T'ON M.a Dec.18,2019 the specific application by the project design professional. Notes chemicals 6 For Oat roars pom/e proper doiragc a proven, Manufacturer Info Calculated Structured Designs is responsible only a rim Handling&Installation pp11d"'" Pacific Woodlech Corp structural adequacy of in&canponerd based on lee I.Let beams must rot be cut or dulled 1850 Park Lane des9n vicuna and loadii+gs shnyn it k the z Rorer to manufacturers product inromra Con Burlington,WA 98233 rospnreibiity of am arslaner andei the Contractor to regarding estalletian requirements. milli-ply ($98)707-2285 unsure the component satatne of the Mended fastening details.beam stronger vases.and cone appiratiat and to verity the dimenwnf and toads approvals www.paeificwoodlech.com Lumber 3.Damaged Beams must not bo used APA:PR-L233.ICC-ES:ESR-2909 I.D service congtions,uNess cried nNcrxise .t Design assumes top edge is latency restrained Dry 5.Provide latent support at bearing points to avoid 2 Lel not to be healed with No retardant Or corrosive lateral displacement and roragon This design is valid until 10/18/2022 Version 19.80180 Powered by iStructn' CSD I wlrwntt 1 ,t Client: Date: 12/17/2019 Page 183 of Project: Input by: 286 isDesign Address: Job Name: 19862-3-4 Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors I 11 I 2 1lll llllllllliIiiiiii IIIINlipIIIII011liillllll IiiiiiiiIIIIiiiiiiiINIii liiiillilNilNiNiliillll + Ttc ----,,,,,..,..„,..„--7_, . . 4...4 � 51l2" a / 1 Hanger 2 Hanger 4'10 7/8" 1,-.1 1/2" 4'10 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o-c. Design Method: ASD 1 191 129 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 196 132 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 8% 129/191 320 L D+L Hanger Analysis Results 2- 3.000" 9% 132/196 329 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 363 ft-lb 2'5 7/16" 2375 ft-lb 0.153(15%)D+L L Shear 250 lb 7" 1568 lb 0.160(16%) D+L L LL Deft inch 0.013(U4449) 2'57/16" 0.116(L/480) 0.110(11%) L L TL Defl inch 0.021 (L/2656) 2'5 7/16" 0.233(U240) 0.090(9%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-10-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-1-9 to 4-10-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ���EO PROFFs CP e `<' 9405 p ray Exp. 12-31-2020 1.."..." OREGON Certification is to verify the toistfbeam/truss to carry the loads shown and/or for repair design.The applied loads, (j 1'1 dimensions,and field conditions info was provided by others. -57✓�L 22,1 v The loads and dimensions must be verified and approved for "� n r (� Digitally sealed the specific application by the project design professional. �On y ,A Dec.18,2019 Notes cnenlicas 6.For oar rook mode proper drainage to prevent Manufacturer Info Calcwatod slmatered Designs is responsde anly or iv Handling&Installation pending Pacific Woodtech Corp SINeIN&edepaasy Of this component based on the 1 LVL beam mull not be cut or drilled 1850 Park Lane design criteria and baring, dawn. It is the 2 Refer to mamtacturers product information Burlington,WA 98233 responsibility of the customer andlar the coos-ado,to rogartng inslallalbn r,qufremenrv, matiply 9 ensure the component sutebudy or the intended festering demos beam strength values and code (888)707-2285 application and la verity the d»hensoons and bads approvals www. acifcwoodiech.consLumber 3.Damaged Beams must not tie uend APA:PR-1233,ICC-ES:ESR-2909 t. aernce cons/lions.unless rimed whewim I.Deign assumes leg edge is laterally restarted Dry 2.LVL not to be treated wile lire gs retardant Cl certowvc 5 provide laver supped al wart"Wins ve avail lateral dieplecwnentand rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct"t C"SD I DRAW smlo Client: Date: 12/17/2019 r Page 184 of Project: Input by: 286 i isDesign Address: Job Name: 19662-34 Project tt: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors i il' ; 1 II I I( I 2 iiiiiiiiHiiiiiiiiNINIiiiiiii1NllllliiiiiiiiiivlilllliNiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiIIIINI .,,.. � ._.. „ i « .r x r P .7 j 5 112" fmow;s ,m„ -91emterq" / 1 Hanger 2 Hanger .4-1 4'10 7/8" 1 1/2" 4'10 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 196 132 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 196 132 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Impatance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 9% 132/196 329 L D+L Hanger Analysis Results 2- 3.000" 9% 132/196 329 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 363 ft-lb 2'5 7/16° 2375 ft-lb 0.153(15%) D+L L Shear 250 lb 7" 1568 lb 0.160(16%) D+L L LL Dell inch 0.013(L/4449) 2'5 7/16" 0.116(U480) 0.110(11%) L L TL Dell inch 0.021(U2656) T5 7/16" 0.233(U240) 0.090(9%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-10-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 10 4-10-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ' ' PAQF�Js CZ �G1 N EF �O '' 9405 'C' 2-' Exp 12-31-2020 p Lw^ i+.0 OREGON 1 Certification is to verify the joist/beam/truss to carry the loads �e 1 shown and/or for repair design.The applied loads, 4 V 22 I\ f dimensions,and field conditions info was provided by others. 9,q '�.V e Digitally sealed The loads and dimensions must be verified and approved for ON M, Dec.18,2019 the specific application by the project design professional. Notes ceenicols 5.For flat roofs provide proper drainage to preven'. Manufacturer Info Calculated Structured Designs is responsible only or me Handling&Installation per'd"g Pacific Woodtedl Corp sinecure)adequacy of this component based on the I LVL beams must not be as or darted 1850 Park Lane l design vitena and loadcg sh s een tt fs IM 2 Refer la manulactereirs product information Bu rlingIon,WA 98233 responsibhly of the clxtomer ardor the contractor to regarding instaoalgn requirements, milli-ply ensure the sanponent sutabiily of the intended fastening details.beam strength values,and code (888)707-2285 application and to verity the dimensions and loads approvals www.paciflcwoodteth.com Lumber 9.nanegcd Beams must not be used APA:PR-L233,ICC-ES.ESR-2909 l n.Design assumes top edge is laterally reslralrgtl I.cry smite c00909s,uNesi OClea noh^rv,ISL 5 provide latent support at bearing points to avoid 2 LPL not to be healed pith fee retardant a corrosive atera deptacemere atw rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by IStructTM CSD I DRAW vote BUILD Client: Date' 12/17/2019 Page 185 of Project' Input by: 286 IsDesign Address: Job Name: 19662-3-4 Twr Project#: RED ROCK CREEK COMMONS J1 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors - IIIIIIM 1111 V1I1111III1111/1III01 11111111ioNI1111111111111111111 Mill111111111111111111111111 0/��r'^"; as mrsai„`5%a.s,xyj:r ACI " .' ram` , ., ✓ ., 51/r 1 Hanger 2 Hanger 4'10 7/8" / 1 1l2" 4'10 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 164 111 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 164 111 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 7% 111/184 275 L D+L Hanger Analysis Results 2- 3.000" 7% 111/164 275 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 304 ft-lb 2'5 7116" 2375 ft-lb 0.128(13%) D+L L Shear 210 lb 4'3 7/8" 1568 lb 0.134(13%) D+L L LL Defl inch 0.011(U5316) 2'5 7/16" 0.116(U480) 0.090(9%) L L TL Dell inch 0.018(U3174) 75 7/16" 0.233(U240) 0.080(8%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const, 1.25 Comments 1 Part.Uniform 0-0-0 to 4-10-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-0 to 4-10-14 0-6-0 to 0-8-3 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF P1:Q PROF ,c.'S"�1 G I N F `S00 ". 9405 9 ti Exp. 12-31-2020 tn/" OREGON Certification is to verify the joisvbearwWss to carry the loads f/ A shown and/or for repair design.The applied loads, {14 r 22., dimensions,and field conditions info was provided by others. "9,9 ., Igitaly sealed The loads and dimensions must be verified and approved for p �r V the specific application by the project design professional. "7dr y ItJ�,a Dec.18,2019 Notes chemrcale 6 For flat roots pmmde proper andeege to prevent Manufacturer Info Calcuated Structured Designs is responsible only of Me Handling&Installation pD1b'ng samara!adequacy of this component eased on the I.LVL beams must not be cif or dread 18Pa50 Park Corp design crape and loadings shown It in Ito 2.Refer to marsdacturees product ellormalion 1850 g Lane rosponsiadty of the customer and/or the contractor to regerang :atattation reguierients, mulll.ply Burlington,WA 98233 ensure the component vautery of ale intended fasloning details beam strength values.and code (888)707-2285 pplieallon and le seep the dimensions and loads apparels www.pacificwoodloch.cAm Lumber 3 Damaged Booms must nor be used APA:PR-L233,ICC-ES:ESR-2909 .Dry aennce con6lgns,mien Pied naterw�sc .1.Omer assumes lop edge is laterally rest-armedI 2.Dry not be treated with are mlmdnm orcmosiva i Provide lateral support at bearing points to avoid lams displacement one rouuon This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct'" CSD I a" MI Aura Client: Date: 12/17/2019 Page 186 cf (isDesign Project: Input bye '286 Address: Job Name: 19662-3-4 r Project#: RED ROCK CREEK COMMONS J2 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD 84TH Floors 1 I t 2 3 4 IF IT"Ill III 11 1 111111M0111111111111 I 5 11IIIII 6 . tHil 15—(1 5 1/2" A -� f 1 Hanger 2 SPF f 679/16" 1 1'11/8" f�11/2' / 6'8 11/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24.31"o.c. Design Method: ASD 1 234 158 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 256 173 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 718 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 10% 158/236 394 L_ D+L Hanger Analysis Results • 2-SPF 5.500" 12% 173/256 429 LL D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -20 ft-lb 5'7 9/16" 2284 ft-lb 0.009(1%) Do-L LL Unbraced -20 ft-lb 5'7 9/16" 1994 ft-lb 0.010(1%) D+L LL �p PRY Pos Moment 511 ft-lb 2'9 7/16" 2284 ft-lb 0.224(22%) D+L L_ � s Shear 334 lb 411 5/16" 1568 lb 0.213(21%)D+L LL ,...C.? ,, Gl N E-F `r/0 LL Defl inch 0.037(L/1710) 2'9 1/4" 0.132(L/480) 0.280(28%) L L_ �tiu 9405 9 29 TL Defl inch 0.061 (L/1031) 2'9 1/4" 0.264(U240) 0.230(23%)D+L L_ Exp. 12-31-2020 LL Cant -0.025 Rt Cant 0.200 0.123(12%) L L_ h^ (21/1065) (2L/480) OREGON IL Cant -0.040 Rt Cant 0.360 0-135(13%) D+L L_ (2U648) (2U240) Vei. SO Certification is to verity the joisVbeamftruss to carry the loads V22,\' `O Design Notes shown and/or for repair design-The applied bads, � �qL?7 V Digitallysealed dimensions,and field conditions info was provided by others. 1 Fill all hanger nailing holes. The loads and dimensions must be verified and approved for ON M- C\A' Dec.18.2019 2 Bottom braced at bearings. the specific application by the project design professional. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 5-3-7 1-0-4 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1-4-11 2 Tie-In 0-0-3 to 5-1-3 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 5-1-4 to 5-3-5 0-4-3 to 0-4-3 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Tie-In 5-3-5 to 5-8-i 0-0-5 to 0-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 5 Tie-In 5-3-7 to 5-8-1 0.5-10 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-6-0 Continued on page 2... Notes chemicals 6.Fer flat roots provide proper drainage to prevent Manufacturer Info i Calculated Slnxlred Designs is responslte only or the Handling 8 Installation p iril eg Pacific Woodtech Corp structural adequacy of this component based on be I.LVI.beams must not be cut or dolled 1850 Park Lane design criteria and loadings shorn If is be 2 Refer to manufacturers product intnrmaton Burlington,WA 98233 repanaidlity of the customer artier the contractor to rogardins irtstaaetidn «yuieemnts, mJiply ensure be component suitability of be intended fastening details.beam slrergt values,and code (888)707-2285 appicaion.and to verily the dimeesona and bees approvals www.pacificwoodtecltcom Lumber 3.Damaged Beams must not be used APA:PR-L233,ICC-ES-ESR-2909 t.D seMce condillons,urkso noted obem'rse a.Design assumestap edge is latently iestained ry 5.Provide:lateral uppon et bearing points b avaa 2 LVI,not to be Pealed win ire retarded or corrosive lateral dplacement and rotation This design is valid until 1011812022 Version 19.80.180 Powered by i5tructmn CSD Ignaw onslcn Client: Date: 12/17/2019 Page 187 of t r Project: Input by: 286 isDesign Address: Job Name: 19662-3.4 vriveitmee Project#: RED ROCK CREEK COMMONS J2 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors ■iiiiiiil ` I1 2 3 4 r— / \. _ r' -N 51/2' 1 Hanger 2 SPE Iy / 5'79116e 1. 1'11/6" /--/11/2" / __. 6'8 11/16" ...Continued from page 1 ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 6 Tie-In 5-8-1 to 6-8-11 0-6-2 to 0-5-4 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 7 Tie-In 5-8-1 to 6-8-11 0-0-0 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-0-14 • ���` ,o PRoFFss �G1NFF t° 9405 Exp. 12-31-2020 '` ,, •" s OREGON Certification Is to verify the joist/beam/truss to carry the loads kA shown and/or for repair design.The applied loads, (1j + dimensions,and field conditions info was provided by others. 1 �L Y 22 r • The loads and dimensions must be verified and approved for °✓ 7/9nn � a Digitally s led the specific application by the project design professional. N � ec. Notes cee,T cats a For flat roots node proper draiage to prevent Manufacfnrer Info Calculated structured Designs is responsible only of the Handling&Installation pending Pacific Woodtech Corp structural adowucy of fNs canpmnent based an the I.LVL teems must not be cut re dtaed dosgn rateda and loadings ahmvn II if lee 2 Refer to maruleaurols product inlwmalun 1850Park Lane rasponallyttly of the customer Wd'or the cantrauor to regerdtng insatlation requirements. mtld.ply Burlington,WA 98233 enwre tie component milmiltty of the i,lerded lastening details.bean strength values.and code (888)707-2285 apphralion]d to veray the dimensions and bads. approvals www.pacifiewoodteeh.com Lumber i Damaged Brans must nod be used APA:PR-L233,ICC-ES:ESR-2909 I Ors sconce Cordtbpns,cross culled othCrvnsa C.Design a6sumos fop edge is laterally restrainer, 5.Provide lateral support al 2.LVL not to be treated wale fee tttal di retardant re carob w 1100 points to avoid osplacement and mtatbn This design is valid until 10/18/2022 Version 19.80.180 Powered by i5tructTM CSDI Mal opN1. "utq Client Date: 12/17/2019 page 188 of Project: Input by 286 r isDesign Address Job Name: 19652--3-4 Project#' RED ROCK CREEK COMMONS J3 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3R0&4TH Floors t 'r- 1 . it ,z -* ,w. - - , ? pp . . .111111 1 t1u11111111I111111l11110111111111IIlI1I11 . }r AL- N ., y` aCIPta 5 1;2" Hanger 2 SPF 5'51/2" / `--/i 1/2" 5'5 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type' Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 12"o.c. Design Method: ASD 1 89 60 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 92 62 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 718 APA Rated Sturd-I- Importance: Normal FleorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 4% 60/89 149 L D+L Hanger Analysis Results 2-SPF 4.250" 6% 62/92 154 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 183 ft-lb 2'8 1/4" 2375 ft-lb 0.077(6%) D+L L Shear 11716 4'9 1/2" 1568 lb 0.075(7%) D+L L LL Defl inch 0.009(1/6803) 2'8 1/4" 0.128(U480) 0.070(7%) L L TL Defl inch 0.015(U4061) 2'8 1/4" 0.256(U240) 0.060(6%) D+L L Design Notes , Fill all hanger nailing holes. 2 Bottom braced at beanngs. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 5-5-7 0-3-15 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-4-0 2 Te-In 0-0-0 to 5-5-8 0-6-0 to 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �� D EE1L±2$ / OREGON Certification is to verily the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, U4 V22.1 ! dimensions,and field conditions info was provided by others. 9'9p �v Digitally sealed The bads and dimensions must be verified and approved Iw a T ON M. Dec.18,2019 the specific application by the project design professional. Notes chemicals 6 Pot pat mots preSide proper draiage to prevent Manufacture'Info Calculated Structured poops is respeotibio only of tare Handling&Installation °Jpoops "g Pacific Woodlech Corp mmnrurel adequacy of tds wmpurent based en Me 1 LVLUcams must not be cut or Emoted 1850 Park Lane deggn miens and lea6ogs Shown. if is Mo 2. Refer to manufacturers product Information Burlington,WA 98233 responsidfily of gw customer Orator tare contractor to regarding irrslallation requirements. multi-ply 888 707-22a$ ensure Me component oftabfity of the ....ended !este,no Details,bea soe roues.and code (888) application and to verify the dunenabns and loads approvals www.pacificwoodteth.com Lumber 3 Damaged Beams most nal be used APA:PR-L233,ICC-ES:ESR-2909 fire retardant a re .o ce conenions,umess noteD ugtawrse s Design assumes top edge is laterally reseal red ry so t 5.Provide lateral support at beadnq proms to avoid 2.LVL nett RI be treated Wilk nMlW` „„f„disptecemMf ant m ,,,,, This design is valid until 10/18/2022 - Version 19.80.180 Powered by i5truct"a CSD I°agsswrr Client: Date: 12/17/2019 Page 189 of w Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 wwwwww. Project#: RED ROCK CREEK COMMONS J3 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors III 2 ■111111 III 11111 11 1 rya , � x 51/2" 1 Hanger 2 SPF 5'5 11/16" / �/1 112" 5'S 11/16" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 161 109 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 167 112 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 7% 109/161 270 L D+L Hanger Analysis Results 2-SPF 4.250" 10% 112/167 279 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 332 ft-lb 2'8 5/16" 2375 ft-lb 0.140(14%) D+L L Shear 212 lb 7" 1568 lb 0.135(14%) D+L L LL Defl inch 0.014(U4407) 2'8 3/8" 0.128(U480) 0.110(11%) L L TL Defl inch 0.023(L/2631) 2'8 3/8" 0.257(U240) 0.090(9%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 5-5-11 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-2 to 5-5-9 0-6-0 to 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �tiPS4 PROP..0 .g v•G1NFF >O ci �' 9405 -I Exp. 12-31-2020 Ln/.° OREGON Certification is to verity the joisbbeam/truss to carry the loads '` shown and/or for repair design.The applied loads, (/4 Y 22 t\- dimensions,and field conditions info was provided by others. G! The loads and dimensions must be verified and approved for lri� PtV Dectall8 sealed the specific application by the project design professional. r y {�. Notes cfernkas 6 For flat roofs provide proper drainage to prevent 1'/aDll(acl4ll Cr Info Calculated Structured Designs is rosponsole only w the Handling&Installation ,Old'"g Pacific Woodtech Corp struclura adequacy of This component based on the I.LVL beans must not too cut orao od design cdtena and loadings shown. It h the 2_Refer to manufacturers product mtomaden 1850 Parkto Lane rosponsdtility or the customer enmer the cono-ada etb to regarding instaen requirements, multiply Burlington.WA 98233 sure the comporlerlt suitabalty bl the nerd., fastening(totals,beam strength vaOes.and code (888)707-2285 ppiration.and to verify the(*mansions and leads. apgro„ats www.pacificwoodtech.com Lumber 3 Damaged Beams must not be used APA:PR-L233,ICC-ES:ESR-2909 I.Dry nemce condelens.unions neted ahenviw '1.Design assumes top edge is laterally iastrail d 2.LVL not to be crated wet fire retardant m no tesive 5. Provide lateral suppprl al bearing points to avod immi dlsplacemens and rota,wn This design is valid until 1 011 812 0 2 2 Version 19.80.180 Powered by iftructm CSC I saw IVOiwcwx Client- Date: 12/17/2019 ,Page 190 of a Project: Input by: 286 t 13DeSign Address: Job Name: 19662-3-4 Tom" Project#: RED ROCK CREEK COMMONS J3 2.0E PWLVL 1.500" X 5.500" — PASSED Level:3RD&4TH Floors ;j lj't7 1 111 1 I 1FI t 33 _ -- 1 3 ikr N'4% ( .. gy�Y�, ,t, ,�,.a7' ' S F# 'fit `"b'`�`— +,' ,f"sy 5 1/2„ `' 1'✓ ,a "eon ry u L t 1 Hanger 2 SPF / 6,6" / /--/1 1(2" 5'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 216 146 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 231 156 0 0 0 Deflection LL: 480 Load Sharing: No Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 146 1216 362 L D+L Hanger Analysis Results 2-SPF 4.250" 14% 156/231 387 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 448 ft-lb 2'8 9/16" 2284 ft-lb 0.196(20%) D+L L Shear 285 lb 7" 1568 lb 0.182(18%) D+L L LL Defl inch 0.019(L/3242) 2'8 9/16" 0.129(L/480) 0.150(15%) L L IL Den inch 0.032(L/1935) 28 9/16" 0.258(L/240) 0.120(12%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 4-11-8 1-0-0 to 1-0-0 27 PSI 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-3 to 5-5-14 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 4-11-8 to 5-6-0 1-4-6 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1-4-13 �c\Sa PRofik-,, .�� aGI N F , s/0 Q 9405 'C' 29 j" Exp. 12-31-2020 OREGON Certification is to verity the joistebearn/truss to carry the loads cli. 9A v shown and/or for repair design.The applied loads, 4 i'22 a\ r dimensions,and field conditions info was provided by others. "4 V The loads and dimensions must be verified and approved for 9RLIN M.R� Dlegc.18,2019 the specific application by the project design professional. Notes chemicals 6.For flat roofs facade properdrainage to prevent "rt url[ilaCh:f�- 'nfO Calculated Structured Designs to responsible only of the Handling&Installation pOnarg Pacific Woodtech Corp structural adequacy of this component based on the 1.Lel beams mast bier be cut or rimed 1850 Park lane design arena and loadings shown h is the 2 Reel to manufacturer's product information Burlington.WA 98233 revocability of the customer and or the contractor to regarding ,rsfaf¢4on requirement, mu'v-ply ensure the component suitability of the intardcd fastening details.beam strenget carats.and cede (888)707-2285 application,and toverty the dimensmns and loads approvals yww.pacificwoodlech.tom Lumber 3 Damaged Beams must not be used APA:PR-L233,ICC-ES.:ESR-2909 I.❑ service caneaioremurices cared oNcrxiw 4 Design assumes topt edge is laterally restrained Oh' 5.Provide lateral support at bearing points to oared 2 LVL not to be treated with lire retardant or wrest, woral msptecement aed rotation This design is valid until 10/18/2022 Version 19.00.100 Powered by iStmct"t /"C D I UMW URN �r i WAD Client: Date: 12/17/2019 Page 191 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 fralleelinlle Project#: RED ROCK CREEK COMMONS J3 2.0E PWLVL 1.500" X 5,500" - PASSED Level:3RD&4TH Floors 2 IIIIIINIiiiiiiiIIiIIIIiiiiti IIillhINIIIIIIIIIIIs1IIiIIiiiiiiiiiiiiiiilli IIIIIINiiiii IIIIIIIIIII V / q a wT.g r`" - "a3s 1 yrt ar,ems" " `>r'"'" s�w.� ...a� ;> 1 Hanger 2 Hanger 5'1/4" Y `��1 1/2" 5'1/4" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 200 135 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 201 135 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal Fbor056 Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 135/200 335 L D+L Hanger Analysis Results 2- 3.000" 9% 135/201 336 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 381 ft-lb 2'6 1/8" 2284 ft-lb 0.167(17%)D+L L Shear 258 lb 4'6 1/4" 1568 lb 0.165(16%) D+L L LL Defl inch 0.014(U4126) 2'6 1/8" 0.119(U480) 0.120(12%) L L TL Defl inch 0.023(U2463) 2'6 1/8" 0.239(U240) 0.100(10%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 5-0-3 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-3 to 5-0-4 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��PVD PROF-&,, �`� �G1 NIFF .° Lcir Exp. 12-31-2020 a n A /'t X�i, OREGON Certification is to verity the joisbbeam/truss to carry the loads ✓ shown and/or br repair design.The applied loads, g dimensions,and field conditions info was provided by others. "7 LL Y 22 t The loads and dimensions must be verified and approved for ,p G �'r Digitally sealed the specific application by the project design professional. ON M,av Dec.18,2019 Notes Chemicals S For Oat rook pmrlde proper drainage to,,,event Manufacturer Info ealcwated structured Derunns Is responsible only w Lilo Handling 8 Installation p°"dl'I9 Pacific Woodtech Corp sbpctufal adequacy of Ns component based en Ire I.LVL beams must teal be eta or fired design coterie and loediopa shown. It ma the 2 Refer to manufacturees 1850 BurParlington, WALaAe prrmcn inlarmation ensure of i the customersuiand/or the nermachd to f,lening iai e,teew requbelrenb, nd sc y (888) 7- 2898233 arhure Incme d to verify suimen of the s. approvals ticlals,bmn merpm values,old code se .707-2285 application and to veriythe dimensions and rows. apprmels www.paciflCWOedleCh.rAnt Lumber 1.oarttagod Beams must not be used APA:PR-L233,ICC-ES:ESR-2909 I.Dry service eandlions.uNess nded olhClWlsd 4_pesign assumes top edge is laterally resbaaled 2.LVL not to be treated wish fire retardant or carmen: 5.Pmvlde titers sumo,at beating points to avoid atonal displacement and rphlwn This design is valid until 10/18/2022 Version 19,80.180 Powered by iStruct"' CSD I Paaa Client: Date: 1 211 7/2 01 9 Page 192 of Project: Input by: 286 isDesign Address: Job Name: 19662--3.4 r Project#: RED ROCK CREEK COMMONS J3 2.0E P W LV L 1.500" X 5.500" - PASSED Level:3RD 8 4TH Floors 1 WWII II tj,,;, t I ) I I I I I f t) 11 Si 2 IIIIuIIIN111I11I11I11111D11IIN1111iNI1111111111111111111111111111111111111111111111 �( AC 1 C . Ay , - Y5 m _ r�,, �zzr 1 Hanger 2 Hanger IyI. 5'1/2" 111 1/2" • 5'1/2e Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 201 136 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 202 136 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React OIL lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 1361201 337 L D+L Hanger Analysis Results 2- 3.000" 9% 136/202 338 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 385 ft-lb 2'6 1/4" 2284 fl-lb 0.169(17%) D+L L Shear 260 lb 4'5 1/2" 1568 lb 0.166(17%) D+L L LL Defl inch 0.014(L/40711 2'6 5/16" 0.120(L/480) 0.120(12%) L L. TL Deli inch 0.024(L/2430) 2'6 5/16" 0.240(L/240) 0.100(10%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. t ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments I 1 Tie-In 0-0-0 to 5-0-8 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-3 to 5-0-8 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF rQ0d PROF, ,ca‘GvG1NE.- , /O 9405 9 29 Exp 12-31-2020 Lnl1 OREGON Certification is to verify the joist/beam/truss to carry the loads ✓o, 1A shown andfor for repair design.The applied loads, 4 V 22,1g dimensions,and field conditions info was provided by others. �j The loads and dimensions must be verified and approved for "�R�n r caG✓ r a"gitally sealed the specific application by the project design professional. r y M' Dec.18'2019 Notes chemicals 6.For gal roofs provide proper drainer to prevent "" ''''''!r;'r!,Ip Calculated Slruclurod Designs is responsible only of the Handling 8 Installation pending Pacific Woodtech Corp structural adequacy of this component based on the I.LVI beams must not be our or dulled 1850 Park Lane deride Mena and ldaings shaven. it D the 2.Refer to manufacturer's product information BudingIon,WA 98233 responsitYlily of be customer andgr the contractor to regerding installarion requkements. multiply ensure the component sutabahy of the intended fastening detest,beam strength values,and code (888)707-2285 i application ark to eedy the dimensions and loads. approvals www.pacifcwoodtech.com Lumber 3 Damaged seams must not be used APA;PR-L233,ICC-ES'.ESR-2909 I' .Drye conditions.unless rxncd ptrurwix 'I. Design assumes toped is laterally restrained I serve 5.provide lateral support at bearing points to avoid 2.LVL not b be treated with tine Wordier o corrosive tale,at displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by i5t5uclTM CSD I ni" JJ neuu Client: Date: 12/17/2019 Page 193 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 'fie Project#: RED ROCK CREEK COMMONS J3 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors I II 2 IIIIIIIIII0111I111IIil1IIlIINIIIIIIIIIIIIIIIIIII11IIII11I11IIII1111111IIIN 1111111111111I111111#- a . : � M r z sx ".a 3L`x f?a` 5 1/2" 1 1 Hanger 2 Hanger 5'13/16" / —/1 1/2" 5'13/16" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 202 136 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 203 137 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 9% 136/202 339 L D+L Hanger Analysis Results 2- 3.000" 9% 137/203 339 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 389 ft-lb 2'6 7/16" 2284 ft-lb 0.170(17%) D+L L Shear 262 lb 4'513/16" 1568 lb 0.167(17%) D+L I. LL Defl inch 0.014(U4003) 2'6 7/16" 0.121(L/480) 0.120(12%) L L IL Deft inch 0.024(L/2390) Z6 7/16" 0.241 (L/240) 0.100(10%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Tdb Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 5-0-12 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-3 to 5-0-13 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��� .0 PROFFss .5 .GIN FCC` /0 4 w 9405 9 2 Exp. 12-31-2020 ( i,n/ti OREGON Certification Is to verily the joisllbeamttruss to carry the loads ' shown and/or for repair design.The applied bads, dimensions,and field conditions info was provided by others. -0��4 r 22 a"" The loads and dimensions must be verified and approved for �y ) " r Digitally Ily sealed the specific application by the project design professional. T��l�( (�M.�v Dec.18,2019 Notes che,mcms e.For fiat roots provide prep«drainage w prev,,,,, M.nu lecturer lnin Calculated&attired Designs is responsiae only of the Handling&Installation pOnd"'9 Pacific Woodtech Corp structural adequacy of thts wmpottee based on the I.LVl beans must not be cm or drited Lane 'testaeateda arc] loadings shown It k Ina 2_Refer to manufacturers product tformalWn B rli Pernik WA 98233 rospo.rvelity of Ito customer and/or the contractor to renardn9 attelldion requirements, meiliply 9 ensure the component svtabaly of the intended fastening details.beam strength values,and eecte (888)707-2285 appltcetirn,and lu vertfy the dimensions and loads approvals www.pacificwoodtech.coal Lumber ].Damaged teams must rat ee used APA:PR•L233,ICC-ES:ESR-2909 u 1.Dry swore cmdlgts, Mess�Mql',theme. 't.Desgn assumes lop edge is laterally restrained 2.LVL son bC treated with pre rolant,th or cmolivn 5.provide lateral support al bettor,points to avoid Word aInplacemmt and rotation This design is valid until 10/18/2022 — Version 19.80.180 Powered by iStructrsr CSC I msye ewl.e Client: Date: 12/17/2019 Page 194 of Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 r al'It® Project#: RED ROCK CREEK COMMONS J3 2.0E PWLVL 1.500" X 5.500" - PASSED Level:3RD&4TH Floors 2 IIIIIIiiiiiiIIIi1IIIIIIIII111111111111111111NiIIV IIIII1IIIIIIIl111HhIII IIIIIIIIIiiiiiiIIIIIIIIII , h - ±: 5 vz. . ..... -. jn..m• ... keg e...+... >. :a...>v .% / 1 Hanger 2 Hanger ��, / 5'1" 1 1/2" / 5'1" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Coast Spacing: 24"o.c. Design Method: ASD 1 203 137 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 203 137 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 9% 137/203 339 L D+L Hanger Analysis Results 2- 3.000" 9% 137/203 341 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 391 ft-lb 2'6 1/2" 2375 ft-lb 0.165(16%) D+L L Shear 262 lb 7" 1568 lb 0.167(17%) D+L L LL Den inch 0.015(L/3973) 2'6 1/2" 0.121(U480) 0.120(12%) L L TL Deli inch 0.024(U2372) 2'6 1/2" 0.242(1./240) 0.100(10%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 5-1-0 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-3 to 5-1-0 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF O PRO F, FF ,c.2 14 ,1NF$s0)0 k 9405 2'7 j Exp. 12-31-2020 OREGON Certification Is to verity the joist/beam/truss to carry the loads 9" 9 t 1\ shown and/or for repair design.The applied loads, pG4 Y22, dimensions,and field conditions info was provided by others. The b 1'I ads and dimensions must be verified and approved for 0A M M.R�.u Digitally sealed Dec.18,2019 the specific application by Me project design professional. Notes chemicals B. Foe gat roofs provide proper drainer le proven! hMa"f.Cirrr''r Info Calculated Structured Desges is'espouside only al the Handling&Installation po"dr"g Pacific Woodtech Corp structure adequacy el dtis component based on IFS I.LvL keannS must not be cN or Molted 1850 Park Lane design entente and loadings slalom. It is t o 2,Rotor to manufacturers product Infor mtion Burlington.WA 98233 responsibility of the custPme'ardor the deneecler to regarding installation requirements, mull plv (888)707-2285 en9ure lie component sutabiirty of the intended feslemog deta Is beam strength values.and coda application.red to verify tin dmmsons and bade approvals www.paciflcwoodlech.com Lumber 3.Damaged Beams must not too used APA:PR-L233,ICC-ES:ESR-2909 I.o service candlbns.unless iWad ePervnx .1 Cosign assumes cep edge Is laterally restrained Orr Provide lateral support al beating points to avoid 2.LVL nor to be treated web Ore'Mordent or co-r"sunr bloat displacement and Mallon This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructu° CSD _r,mice. a Client: Date: 12/17/2019 Page 195 of isDesign Input by: 286 Address: Job Name: 19662--3-4 erwwwww Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3RD&4TH Floors .1 2 ■l r 3 E i .rvs- ;.-..�""°'z ` pq.�x 1 . E--',`� 'r. x t / • i Z 1 Hanger 2 Hanger 9'5 3/16" ' 'f t3" 9'5 3/16" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 472 127 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 472 127 0 0 0 Moisture Condition- Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- Deflection TL: 240 FloorOSB Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1- 3.000" 8% 127/472 599 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3 000" 8% 127/472 599 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 1338 ft-lb 4'8 9/16" 4750 ft-lb 0.282(28%) D+L L Shear 525 lb 7" 3135 lb 0.167(17%) D+L L LL Dell inch 0.159(U692) 4'8 5/8" 0.230(L/480) 0.690(69%) L L TL Defl inch 0.202(L/544) 4'8 5/8" 0.459(U240) 0.440(44%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-5.3 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-5-3 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part Uniform 0-0-0 to 9-5-3 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part Uniform 0-0-0 to 9-5-3 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF•\lPSD PADF�ss �c�tS1GINF /O �t i� v 9405 1) 19 Certification Is to verify the joist/beamgnass to carry the loads Exp. 12-31-2020 shown and/or for repair design.The applied loads, dimensions,and field condidons into was provided by others. k.wv" The loads and dimensions must be verified and approved for the specific application by the project design professional. OREGON Notes chemicals 6 For flat roofs mode proper drainage to prevent IyldnnfaClttYel tt(0 e]�1 t cadWeled stmcturen Destons is responsible only d the Handling&Installation Pending Pacific Woodteeh Corp C L Digitally sealed slnnurN edepuq d Ibis mnponnnt based do the 1.LVL beams must not born or drvlW ON y�� dastgn ornaia and loadings shown It a the 2 Refer to reanuindn s product inio,ma.piy 1850 Park Lana `J 1q " DaC.18,2019 e sure Use of the customer anther the corn to a rdn instane r (888) WA 98233 ensure the camonent sutabiity of the intended r g requirements, multiply 9 application.and leveriry the dimensions and lads. approvals detNls,been,v enom venues,and code www. adfic707-2285o elwe www.PR-L233 odtech.ScornESR-2909 Lumber a.Damaged Scams muse not be used APA:PR-L233,ICC-ES:E I.Dry service condtuns,m ass noted ogler Iona 'i.Design assumes tap edge is lateral restrained 2 LVL not tobe treated with lire retardant a conceive 5.pie le leterel support at bearing points b avoid lateral dlsplaceinent and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructm" CSC I agsww amLm Client: Date: 1 271 7/2 01 9 ,,Page 196 of Project: Input by: 286 r isDesign Address: Job Name: 19662--3-4 11.111•••••• Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3RD&4TH Floors , , 3 ■ 6 NNleNe NN MNSOMME i f111Ui1e1(eeeeees�se�s 10 ifnN inalauinilsa�i:rw1 12 L 11 11111111111 1 111111111111111� 1111 a. , 1HN111 IH1 t 111111111111111111 111111111111 1 11111aN11•11fi11111111111Ra lRt1 4 m a. At. .«.. " III( 5 1/2" ;^"�,.n,.00-.. .3e'++_'..�.„w-eiY9f�i'n,n`a", x xa'�+_ ,.v' ats✓w"orb.e .wM3{ 1 Hanger 2 Hanger 9'7 11/16" 3" 9'711/16" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASO 1 382 104 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 387 106 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- D FloorOSB Nailed and Deflection TL: 240 Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1 - 3.000" 6% 104/382 485 L D+L Dead' 27 PSF Hanger er 3.000" 6% 106 1387 493 L D+L Analysis Results Han Analysis Actual Location Allowed Capacity Comb. Case g �¢� flOF(J,ri Moment 1136 fl-lb 4'10" 4750 ft-lb 0.239(24%a) D+L L \�. `\G wo Shear 438 lb 9'11/16" 3135 lb 0.140(14/a) D+L L lv C,N - LL Dell inch 0.141(U798) 4'9 7/8" 0.235(L/480) 0.600(60%) L L 2 9T+05 y TL Defl inch 0.179(U629) 4'9 7/8" 0.469(U240) 0.380(38%) D+L L Exp. 12.31-2020 LVt Design Notes OREGON 1 Fill all hanger nailing holes. Certification Is to verify the joist/beam/truss to carry the loads ✓ '� 2 Multiple plies must be fastened together as per manufacturer's details. shown and/or for repair design.The applied loads, 4k' 3 Top loads must be supported equally by all plies. dimensions,and field conditions into was provided by others. '9 r 22.a �a 4 Bottom braced at beatings. The loads and dimensions must be verified and approved for ri(7 Digitally sealed 9 the specific application by the project design professional. RUN M, c` Dec.18,2019 5 Lateral slenderness ratio based on single ply width. i ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 9-7-11 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 0-8-11 0-4-2 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part Uniform 0-0-10 to 0-8-11 0 PLF 21 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-0-11 to 9-6-7 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 5 Part Uniform 0-8-11 to 2-8-6 0-2-12 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 6 Part.Uniform 0-8-11 to 2-8-6 0 PLF 14 PLF 0 PLF 0 PLF 0 PLF 7 Part.Uniform 2-8-6 to 4-3-6 0-4-2 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 8 Part.Uniform 2-8-6 to 4-3-6 0 PLF 21 PLF 0 PLF 0 PLF 0 PLF 9 Part.Uniform 4-3-6 to 9-7-11 0-3-13 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 10 Part.Uniform 4-3-6 to 9-6-7 0 PLF 19 PLF 0 PLF 0 PLF 0 PLF Notes chemicals R.For oat roofs p-oNde proper aaleage to prevent t tanufa Curer Info pending Pacific Woodlech CorpCalculated 9ructaea Designs Is responsible Dory of gig Handling 8 Installation designLVL diode and loadings shown. It is the 2, Refer to manuladurees product information Burlington.WA 98233 rospastbhey or:he customer and or the contractor to regarding mils.been regterements, cede 1888)707-2285 ensure the component sdin,enty of the Wmtaed fastening details beam strength values.and code 1 application.and to verify the dimensbns and bads. approeaPs www.paeificwoodtech.com Lumber 3. Damaged Reams must not be used APA:PR-L233,ICC-ES:ESR-2909 1.Dryservice wMidons,unless noted dhemrix .1. Design assumes top edge is laterally reseained 5 Provide laleml support at bearing points to avdd 2.Oil_not in be treated'mill be retardant er coffee.: lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by IStructTM CSD I orsws 11.0 A Client: Date: 12/17/2019 Page 197 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 Or- • Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply — PASSED Level:3RD&4TH Floors 111iisitisii i 3 limiiiiiiiiiiiivviini iplmun mi ii imumnismiiiiN llmiiimmi ainiiiiiiiiiiiiiiiiii . " / ,,,. " ' : - !u ,� w. J 1 Hanger 2 Hanger 9'711/16" J '—'�3' 9'7 11/16" J Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 478 130 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 478 130 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- Deflection TL: 240 FloorOS6 Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1- 3.000" 8% 130/478 608 L D+L Dead: 27PSF Hanger Analysis Results 2- 3.000' 8% 130/476 606 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 1400 ft-lb 4'9 13/16" 4750 ft-lb 0.295(29%) D+L L Shear 538 lb 7" 31351b 0.172(17%) D+L L LL Defl inch 0.174(U646) 4'9 7/8" 0.235(U480) 0.740(74%) L L IL Defl inch 0.221 (L/509) 4'9 7/8" 0.489(L/240) 0.470(47%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-7-11 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-7-11 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-13 to 9-6-8 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-0-13 to 9-6-9 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF��R .0 PROF Ss `<, 9405 '9 1-9 Exp. 12-31-2020 Certification is to verify the joiskbeamaruss to carry the loads shown and/or for repair design.The applied loads, 1 dimensions,and field conditions Info was provided by others. +— The loads and dimensions must be verified and approved for OREGON the specific application by the project design professional. ✓� a� Manufacturer Info -2, r r1 Notes cnemnak 6.For flat ro0l5 prowde pmper trainage to prevent _�Lj f1(i_�/ 'Digitally sealed castsled a wetted Designs is reassemble only of the Handling a Installation p0f1d no Pacific Woodtech Corp r710 M. `,v structural adequacy of Ills component based On the t Lvt beams mstnol newt or d,ea 1850 Park Lane 'tr,• Dec.t8,2019 leaves criteria and loadings awn It Is the 2.Refer to marwfeet...es product information responsibility al Me customer and/or Me contractor to regareng installation rcgwenenb, mettwe audmgtcn,WA 98233 ensure Oho component vit�iity 01 if in seceded fastening swags.beam Strength values,and code (888)707-2285 application,and to verily the dimensions and loads. approvals www.padfiewoodtech.com Lumber a.Damaged Beams must not be used APA:PR-L233,ICC-ES:ESR-2909 I.Dry service canNlronst unless riled omenxse .l.Comp assumes top edge is laterally reskabgd 2I.LVLDip not in e be Neaten with fins oteddonl or cgrrvaivn s.Provide lateral minima at bearing points to avoid Lateral displacwnent and rotation This design is valid until 10/18/2022 Version 1980.180 Powered by IStructTM CSD I neilix Client: Date: 1 211 7/2 01 9 Page 198 of ° Project: Input by: 286 , IsDesign Address: Job Name: 19662--3-4 .tea. Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500f1 2-Ply PASSED Level:3RD 84TH Floors ifil uuI.uru1,Im IIII.uuhsuuuuu$ 11H1101uuuaj$Iuu 11111111111111111111111 ' ed : IFI )01 5112" / 1 Hanger 2 Hanger Jr* 9'7 11/16" 3" 9'7 11/16" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 478 130 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 475 129 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8APA Rated Sturd-I- DefleGion TL: 240 Floor05B Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1 - 3.000' 8°Jo 130/478 608 L D+L Dead: 27 PSF Hanger Analysis Results Han er 3.000' 8% 129/475 605 L O+L 9 Analysis Actual Location Allowed Capacity Comb. Case Moment 1400 ft-lb 4'9 13/16" 4750 ft-lb 0 295(29%) D+L L Shear 538 lb 7" 3135 lb 0.172(17%) D+L L LL Dell inch 0.174(L/646) 49 7/8" 0.235(U480) 0.740(74%)L L TL Defl inch 0.221(U509) 49 7/8" 0.469(U240) 0.470(47%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-7-11 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-14 to 9-6-9 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-0-14 to 9-6-10 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF ��SD PRO \�• xyG1N - .. 2/0 Qv,� � g405 9 2F ; Certification is to verify the joist/bean-Muss to carry the loads Exp. 12-31-2020 shown and/or for repair design.The applied loads, Litt dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for OREGON the specific application by the project design professional. ✓ ', chemicals 5.For flat rmis proGde proper drainage to yevem "'•"1°'seta f^Y Info �1�t Ir L'f!r\� Notes Po,ai,g 7 A Digitally sealed c&cWared adequacyu Deigns Ismapmsiba only et Me Handlings Installation Paaflc Woodtech Corp I rn N4 n dent, nleneaof Iris component based m the I.LVL beams must not be cult or dtat 1850 Park Lane 0 y M. `, Dec.18,2019 dasgn rodeos and roatirgs Strom, I Is the 2. Orson to manufacturer's prµWot infomwrnn Burlington,WA 98233 raspomtalty of 1ne customer ardor Ire wntranor b regaining 'ersndledon reguiamen�s. mW4PIY (888)707-2285 mare Ire component sunabaly of Inc intended Iasinang default,beam sbereM values.and c°tic appliralim.and to corny lire dielhrsions and loads. aprrmzls www.padfrcwoodtech.com Lumber Dnsign assBumes tap eid get sbat osnead lyrese APA:PR-1233,ICC-ES'ESR-2909 i.Dry semmcMdNor¢.uNrsc rioted o.nerwix 5.Provide lalmal suppm at bearing Doints to avaitl 2.19L rim tD rig vpazpd wpm rim mtaan•.a<«rov+n Immal dsPlecemmf arm mlalun This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct^' CSDI.,L,,F+' Client: Date. 12/17/2019 Page 199 of Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 arm Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3RD&4TH Floors lllullluliJIllIllhI 4 Ill r . 3.Illllllllllllllllll R11111111111U1111111111111011■ 11®11NINll1111NIIIII ,., a9' _. / 1 Hanger 2 Hanger fy / 9'71/16"/ 9'7 1/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 474 129 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 478 129 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- Deflection TL: 240 FloorOSB Nailed and Glued Importance: Normal Temperature: Temp<=100"F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1- 3.000" 8% 129/474 603 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3.000" B% 129/478 608 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1384 ft-lb 4'9 1/2" 4750 ft-lb 0.291(29%) D+L L Shear 535 lb 7" 3135 lb 0.171(17%) D+L L LL Defl inch 0.171(L/657) 4'9 9/16" 0.233(U480) 0.730(73%)L L IL Dell inch 0.217(U517) 4'9 9/16" 0.467(U240) 0.460(46%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-1-2 to 9-6-12 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-1-2 to 9-6-13 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF�`.sNED PROP s(s \j 4�G,i N FF iO Ca Lk/ 9405 "9 2 Certification is to verify the joisVbeam/truss to carry the loads Exp. 12.31-2020 shown and/or for repair design.The applied loads, 1.A,,i dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for the specific application by the project design professional. OREGON u / r� 911 Notes ones a For flat roofs provide proper drainage to prevent Wnnuiach:rer Info ` 2G s` cac/ated Structured Designs is respous¢ae orgy a rid Handling&Installation 2-- Pending Pacific Woodleeh Corp n AF ne Digitally sealed stmctmat adequacy Of Iles wmponem based pa the 1 LVL beans must not be eV er dNbd L , 1` Dec.18,2019 desgn smells and loadings shown It is me 2 Refer to manoraclurer6BonU gton Lane resppsitlily of the custmner an"'Ind ca a cnm to i product inlp ullupi Burlington,WA 98233 ensure the component so!gutty of the emended rogarbng vstallalion requirements.valuese, and 9 85 application,end to verity the dbneneions and loads rastc vats mtam,tuwna wengm and code (88w,8) acIfic o eptmeged APA'P -L233 ICC-ES:ESR-2909 a.Damagee uBeams,top edge not l used APA:PR-L233,ICC-ES:ESR-2909 1.Dry service conditions,untessndpl otllerw,ee ^ Design a worm g part atts gpogoy restrained toil 2.teL not to be treated vier fire retardant or ennoseve 5 Provide 50.55 syaM geeing points to avail ateral diaptacalnmt and mtalbn This design is valid until 10/18/2022 Version 19.80.180 Powered by ittruct'° CSC I DRAW DUNA nano Client Date: 12/17/2019 °Page 200 of 286 e Project: Input by: isDesign Address: Job Name: 19662--3-4 Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3R0&4TH Floors 4 Ill' 3 r.� s: ,t t 1.11111.11111,1 1.1111111111.111111111111.1111111 i III 1111-1R111111111111111111111111111 �. Is 1/2" I 1 Hanger 2 Hanger IyI 9'71/16" I "( 3 9'7 1/16" Iy .3 " Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 472 129 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 479 129 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-l- Deflection TL: 240 FloorOSB Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1- 3.000" 8% 129/472 602 L DfL Dead: 27 PSF Hanger Analysis Results 2- 3.000" 8% 129/479 608 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1384 ft-lb 4'9 1/2" 4750 ft-lb 0.291(29%) D+L L Shear 535 lb 7" 3135 lb 0.171(17%) D+L L LL Dell inch 0.170(L/657) 4'9 9/16" 0.233(L/480) 0.730(73%)L L IL Defl inch 0.216(L/518) 4'9 9/16" 0.467(L/240) 0.460(46%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details, 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-1.6 to 9-7-0 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-1-6 to 9-7-0 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF��e, 4 PROF4- , r1 01N /0 ' 9405 9 -p Certification is to verify the joist/beam/truss russ to y the loads Exp. 12-31-2020 fi. shown and/or for repair design.The applied bads, 1."./1 ` dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for OREGON the specific application by the project design professional. chemicals e.For gat roofs de proper drama a r°1aRUtcturar C.;o p i� • �+ Notes provide c4 9a aevenl '�� r �G ` s Digitally ed Calwated slnuctured Designs a responsible only of tin Handling&Installation pontli� Padfic Woodtech Corp h'0 �� Ded19 20191 structural adequacy of this component basal on the I.LVL beams must not so cad or dated - 1850 Park Lane iYn dentin criteria and Ioad,ys shown. Li is tlm 2 Refer Io manufacturer's product information Burlington,WA 98233 responsibrly of the customer antler the connector to regardin4 installaten requirements, mue-ply ensure the component suuitabnly of the intended iaslocing detai,.beam slrmptn ea'ues,and code (888)707-2285 ap0Aration and to verify the dimensions and buds. approvals www.paciflcwoodtech.com Lumber ].Damaged Beams must col he used APA:PR-L233.ICC-ES:ESR-2909 I.Dryservice conditions,unless noted othc"wiu 'l. Donn assumes ter,edge is laterally,eslrained s 5 Provide lateral suppon at bearing gents to avoid 2 LVL not Io be vaated with ore retardant of corrosive lateral diopfacement and retarldn This design is valid until 10/18/2022 Version 19.80.180 Powered by istrlxtTM CSD I RDRAW OAN nunn Client: Date: 12/17/2019 Page 201 of Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 mirmiln Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3RD 84TH Floors 1111®11111111II1111 11r 3 11111111111111111lll ®1U 111■IIIIH111N 1111111111111111111H IIIIIIIIIIIIINIIIIIIIIIIIHIIRIIIIIIIIIMIIIIIIINIMMIIMIIIIIMIMIIHIIIIIIIIIIIIIIIII 1 Hanger a 1 2 Hanger 971/16" 1' ' --fig" 9'7 1/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 472 129 0 0 0 Spacing: 12"o.c. Building Code: 1BC/IRC 2015 2 479 129 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- Deflection TL: 240 FloorOSB Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Uve: 40 PSF 1- 3.000" 8% 1291472 601 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3.000" 8% 129/479 609 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1384 ft-lb 4'9 1/2" 4750 ft-lb 0.291(29%) D+L L Shear 535 lb 7" 3135 lb 0.171(17%) D+L L LL Defl inch 0.170(L/657) 4'9 9/16" 0.233(U480) 0.730(73%)L L IL Defl inch 0.216(U518) 4'9 9/16" 0.467(U240) 0.460(46%)D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSI 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-7-1 0.6.0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-1-8 to 9-7-1 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-1-8 to 9-7-1 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF • ���D r nQF�s .� N4G\N - 's a ta 4' 9405 • 'Z7 /- Certification is to verity the joist/beam/truss to carry the loads Exp. 12-31-2020 shown and/or for repair design.The applied loads, L01%/i r/% Tdhe oi ,a d fin con tions Info was p nided approved yveseor The loads and dimensions must je t design and r approved for Ilik OREGON Me specific application by the project design professional. Notes chemicals 6 For pal roofs provide peeper drainage to prevent Manufacturer Info ' ' 1r-2 6 Cdoo led Simmered oesryts is respmseaa only on thacne Handling 8 Installation pending Pacific Woodlech Corp • �<+" rDigitally sealed structural adepcy of Ibis component based e I LVL beams most trot be col or drilled 1850 ParkON M. Dec.18,2019 down cnlena and Ioadr� mown If is Ina 2.Refer to menofacturers product ellormatfon Lane �L respunstbdily al Ina customer ana'or Me contractor to ,egerang instauauon rcgtaremeras. tnWGpy Burlington.WA 98233 en"` the comporenl suffabt Iy of the Intended fastening detests.hewn shmgtn values,and code (888)707-2285 application and to verify the dimensions and loads approvals www.padfiewoodlech.com Lumber a Damaged Beams must not beused APA:PR-L233,ICC-ES:ESR-2909 I.Dry semce condthons.udeso noted otherwise a.Limon assumes cop edge is laterally restrahed 2.LVL not Io be looted wtln me retardant of corrosive 5.provide w oral supped rotation Mono polms to avdd atonal displacement and rotation This design is valid until 1 011 8/2 02 2 Version 19.80.180 Powered by iStruct a CSD I CM.»a 5mLy Client: Date: 12/17/2019 Page 202 of Project. Input by: 286 I isDesign Address: Job Name: 19662--3-4 Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3RD&4TH Floors 4 wan t t i iIr nt inn.mi utnio n' r■ ruuen®ntnrniaeu llhI1�1nnI11e11Innn111e111 1 1e1O1nn111I1111 , rir I/v�JY` 5112" ,..»*..< / 1 Hanger 2 Hanger 9'71/16" / 13" / 9'7 1/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 468 127 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 479 129 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 710 APA Rated Sturd-I- Defiection TL: 240 FloorOSB Nailed and Glued Importance: Normal Temperature: Temp<-100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1 - 3.000" 8% 127 1468 595 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3.000" 8% 129/479 609 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1384 ft-lb 4'9 1/2" 4750 ft-lb 0.291(29%)D+L L Shear 5351b 7" 31351b 0.171(17%)D+L L LL Defl inch 0.170(U657) 4'9 9/16" 0.233(U480) 0.730(73%)L L TL Dell inch 0.216(U518) 4'9 9/16" 0.467(U240) 0.460(46%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-1-9 to 9-7-1 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 0-1-14 to 9-7-1 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 0-1-14 to 9-7-1 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF'S c FS PROF:6 1/4 „CO �O\N E-F /p b 9405 9 4 / Certification is to verity the joistubeamltruss to carry the loads Exp. 12-31-2020 I shown and/or for repair design.The applied loads, ;....k..1 le,, dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for ORtGON the specific application by the project design professional chemicals 6.For pal rests pro"itle proper draNagC to Prevem 'd vino"""�"'r Info [y f\7 Notes C/ Calculated struntwnd Designs is reapenaale only a ec Handling&Installation w^dt"5 Pacific Woodlech Corp R P Digitally sealed stnuctura adequacy et iris nempgnela bared at fhn I.Lvr bears must not be as or dndad 1850 Park Lane 1 y NI M. r` Dec.18,2019 design criteria and leadirgs Owen It a We 2.Refer to manuraaomrs product information Burlington.WA 98233 responsibuty of ale customer ardor the wno-actor Ip reuardna Installation requirements, multi-ply ensure tile component sutabitiry of Ile intended fasteners detaile.boam strelgth.awes and tale (888)707.2285 application and to verify the dnennons and loads apreovals www.pecificwoodtech.Wm Lumber 3.Damaged 80ams must n0100 used APA:PR-L233,ICC-ES:ESR-2909 4.Design assumes top edge is latently restrained I.Drysensce centtbns,unless noted dherertril S.provide lateral support et Leering points to avoid 2 LVL not to be Pealed with two IOlantanl Cr cawsmr :ailed displacement and rotation This design is valid until 10118/2022 Version 19.80.180 Powered by iStruct a CSD I ORbaAW �/ res nVIi9 t Client: Date: 12/17/2019 Page 203 of s Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 V' Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3R08,4TH Floors I 11IIIII11IIIIIIIIIII I W IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 41 II I 1�11111113111111111Rt1111 � 1��11E111111111�111t1111 1111111111111111111111nn1 t1.1111111111 11111111H -,..'C dy ;xx ry f i. '. 1 Hanger 2 Hanger 9'8 7/8" ./ f—/3° 9'8 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 423 129 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 452 130 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- Defection TL: 240 FloorOS6 Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1- 3.000" 7% 129/423 552 L D+L Dead: 27PSF Hanger Analysis Results 2- 3.000" 8% 130/452 581 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1339 ft-lb 4'11 1/16" 4750 ft-lb 0.282(28%) D+L L Shear 519 lb 9'1 7/8" 3135 lb 0.166(17%)D+L L LL Defl inch 0.167(L/681) 4'10 5/8" 0.237(U480) 0.700(70%)L L IL Deft inch 0.216(U528) 4'10 9/16" 0.474(L/240) 0.460(46%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slendemess ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 9-8-14 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-2-1 to 9-7-4 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tapered Start 0-2-1 0 PLF 14 PLF 0 PLF 0 PLF 0 PLF End 9-7-4 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-2-2 to 9-7-10 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF�r t�S.Q PRO,c, 'Certification is to verify the joist/beam/truss to carry the loads cc 9401- - 2 Exp. 12-31-2020 shown and/or for repair design.The applied loads.dimensions,and field conditions info was provided by others. 1n/'t The loads and dimensions must be verified and approved for the specific application by the project design professional. Ilk OREGON ■ Notes cnnnicgs 6 For flat roofs provide proper drainage to prevent Manufacturer Info .ro Calculated Structured Designs is responsible only or are Handling&Installation °a"d'"9 ignPacific Woodtech Corp (�i,4 mtt,ca,rai adogua p a tivs artgo,renq bated on We t.LVLRef Seams must twtbe cut or ddnea 1860 Park Lane �' .. 'Digitally sealed design mteda and loadings shorn. It fs the 2.Refer Io manufactures product information NMBurlington, Dec.18,2019 responsibility of the customer and/or the contractor to r°pmding installation raguir. nee nwo (8881 glop,WA 98233 ensure the comporcnt volatility or the intended fastening details,Seam strength values.and code (888)707.2285 apgiwrten,and toventyum dimensions and toads approvals www.padficwoodtech.com Lumber 3.Damaged Scans most not he used APA:PR-L233.ICC-ES:ESR-2909 I.Dry 9dINCC CpIdYOM,aNe53 noted e1M1fM'i5e a.Design assures top edge is latently rash-wood Dry not to be Vested.vrithunl fern eteddom m cerroeivu 5.Provide lateral support al besting points to arced lateral displacement and rotation This design is valid until 10/18/2022 Version 19.80.180 Powered by iStrucf'" CSD I 9 s • ' • • . Client: Date. 12/17/2019 Vage 204 of i Project: Input by. 286 isDesign Address: Job Name: 19662--3-4 areasair Project fl. RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3RD&4TH Floors I , ' 1 '1 .1 ' ' "1 . 1 II 1 3 - 1 ' 1 I , r ' ! • ' : ! 1' , 8 ' * ' ' - ' ' '' ' • '!'' ' , ' ''-' .' ' , ; ' l !' • , ' ' ' i' , ' • ' , '— ", ' • , , . e • 1 Hanger 2 Hanger / 98 7/8" 9'8 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASO 1 475 131 0 0 0 Spacing: 12"o c. Building Code: IBC/IRC 2015 2 481 131 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- Deflection IL 240 FloorOSB Nailed and : Glued Importance: Normal Temperature: Temp<4 100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1 - 3.000" V% 131/475 607 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3.000" 8`Yr. 131/481 613 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1429 ft-lb 410 7/16" 4750 ft-lb 0.301(30%) D+L L Shear 544 lb 7" 3135 lb 0.174(17%) D+L L LL Dell inch 0.182(U626) 410 7/16' 0.237(L/480) 0.770(77%) L L TL Da inch 0.231(U493) 410 7/16" 0.474(L'240) 0.490(49%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 9-8-14 0-6-0 27 PSF 40 PSI 0 PSI 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-8-14 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-2-5 to 9-7-12 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-2-5 to 9-7-12 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF /9,5) PROdc(c. 6..r, c.";• " GI N vo <<,4 ..,__...., 9405 '1' --'4; Certification is to verify the joist/beam/truss to carry the loads Exp 12-31-2020 Do). shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. The loads and dimensions must be verified and approved for 111L OREGON the specific application by the project design professional. rairJ ISO Notes chemicals 6 For flee roofs 6,6,666 16,606,6,6,6666,6 pr„,, M211Lf f act ur e.r Info , 4._ 22 4,.-.., i P''''''g Calculated Struclured Designs is responsible My or the Handling 8 Installation Pacific Woodtech Corp AlAiiy, vii. ..,l((/ 'Digitally sealed structural adequacy or ins component baSen On the I WI.Oearns most not be cut or dal/ne 1850 Park Lane 'a N NA. Us Dec.18,2019 dew ontena and loadangs shown It ts the E.Refer to ,nnaiacinriars product inlormonon Burlington.WA 98233 responsibility of Me customer endow the contractor to reporting installation requirements. mullf-01,/ unsure the component statabilay of Ire intended faenmeg dews,beam strength values and code (888)707-2285 vocation and lo verify the Mmennens and loads approvals MOW pacificwoodtech.com Lumber I Damaged acams musi nal be used APA:PR-L233,ICC-ES:ESR-2909 4 Design assumes top edge is laterally reenacted I Dry service coneitans,unless noted othecattse 5 po,,,d,lateral,,,,,,ort of peanno points to avoid 2 LVL not lo be treated with Pre retardant or ttotrosna ,oh otoot000men,and rotation This design is valid until 1011812022 Version 19.80.180 Powered by iStruCtn. CS I MAW MAN Mills Client: Date: 12/17/2019 Page 205 of Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 a 1111•14111101ans Project*: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5.500" 2-Ply - PASSED Level:3RD&4TH Floors 4 - -- NNW tMINllt111RA. 111111=11 IIIIIMI I IIli� i1113 •siIIi I I.MUM= i. r , tl�r t At{R+s e 1 L //f� v 1/2" Hanger 2 Hanger - 9'8 7/8" / "�3. 9'8 718" / Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASO 1 356 99 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 361 99 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL 480 Deck: 7/8 APA Rated Sturd-I- Deflection TL: 240 FloorOSB Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1- 3.000" 6% 99/356 455 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3.000" 6% 99/361 460 L D+L Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 1072 ft-lb 4'10 7/16" 4750 ft-lb 0.226(23%) D+L L Shear 408 lb 7" 3135 lb 0.130(13%) D+L L LL Defl inch 0.136(U835) 4'10 7/16" 0.237(U480) 0.570(57%) L L TL Deft inch 0.173(U658) 4'10 7/16" 0.474(U240) 0.360(36%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part Uniform 0-0-0 to 9-8-14 0-3-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-8-14 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-2-6 to 9-7-13 0 PLF 30 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-2-6 to 9-7-13 0 PLF 15 PLF 0 PLF 0 PLF 0 PLF „5 v\GINF` Certification is to verify the joist/beam/truss to carry the loads 9405 �= 7 Exp. 1231-2020 shown andlor for repair design.The applied loads, 1�` i' dimensions,and field conditions info was provided by others. • The loads and dimensions must be verified and approved for the spec application by the project design professional. OREGON a ' Notes chemicals 6 ror not roots preside proper china to t Ma itnt,^,Dirac r Info ' dj gn per en Catesaled Structured Designs Is responsible only of lire Handling&Installation pon°"'B Pacific Woodlech Corp a 22 t 'r strcceral adequacy of Otis component based ill the I.to&hoops must nor ha cut or drilled �+� Digit 18 sealed design mmda one tomdings sM1own. u k 1ne1850 Park Lane n �j 2.Refer la maaoeSon is faradutl information �r y �. r, Dec.18,2019 er sure tiro of the customer anther the ileenr to regarding tstatietton requirements, multi-Ply ode Burlington,WA 98233 ensure Ina wmyoneel stgeeYlry of the kteneee fastening detail,beam strength values,and code (888)707-2285 appli<allan and to telly me dimensions and toads approvals www.pecfficwoodtech.eom lumber 1 Damaged utamsmwlnot housed APA:PR-1233,ICC-ES:ESR-2909 I.Dry serene contigona,unless noted otherwise I_Deign assumes lop edge k laterally restrained 2.ivy s be corned,urd me roteddotl r ierros�w 5.Provide leterer semen at bearing ports to aced lamratdiaplacemont and mlaeon This design is valid until 10/18/2022 version 19.80.180 Powered by iStred"° CSD I err .w. Client' Date: 12/17/2019 Page 206 of Project: Input by: 286 f . isDesign Address: Job Name: 19662--3-4 ' Project#: RED ROCK CREEK COMMONS J4 2.0E PWLVL 1.500" X 5 500" 2-Ply PASSED Level:3RD 8 4TH Floors 4 ' r•-•1 ' ' ' I : . ' , 1: ari 1 i i i ilarni -a -, ,-•••••. .6..6 ta ,•• ••' 3 i' l' i III'l ' lit , I i ti i 2 - 2%-:'7,- '-:`,.-Y',:.y, f, ' . '`-' 1 -, ., - ,'= .'- -i , ; . , • '- - . .' , -,. ,' , ' i. , , ,: ,i: •- . .,- , i ' ._' r . / Z / 1 Hanger 2 Hanger 1, / 98 7/8' / 98 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Double Design Method: ASD 1 356 98 0 0 0 Spacing: 12.561"o.c. Building Code: IBC/IRC 2015 2 370 102 0 0 0 Moisture Condition: Dry Load Sharing: Yes Deflection LL: 480 Deck: 7/8 APA Rated Sturd-I- Deflection TL: 240 FloorOSB Nailed and Glued Importance: Normal Temperature: Temp<=100°F Bearings General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Floor Live: 40 PSF 1- 3.000" 6% 98/356 454 L D+L Dead: 27 PSF Hanger Analysis Results 2- 3.000' 6% 102/370 472 L D+L Hanger Analysis Actual Location Allowed Capacity Comb, Case Moment 1100 ft-lb 410 7/16" 4750 ft-lb 0.232(23%) D+L L Shear 419 lb 7" 3135 lb 0.134(13%) D+L L LL Defl inch 0 139(U821) 410 7/16" 0.237(L/480) 0.580(58%) L L TL Defl inch 0.176(L/648) 410 7/16" 0.474(U240) 0.370(37°A))D+L L Design Notes I Fill all hanger nailing holes. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Bottom braced at bearings. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 0-5-13 0-3-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 9-8-14 0-3-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-2-6 to 9-7-13 0 PLF 15 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-2-6 to 0-5-13 0 PLF 15 PLF 0 PLF 0 PLF 0 PLF - 5 Part.Uniform 0-5-13 to 9-8-14 0-6-4 27 PSF 40 PSF 0 PSF 0 PSF PO PROPk- 6 Part.Uniform 0-5-13 to 9-7-13 0 PLF 31 PLF 0 PLF 0 PLF 0 Certification is to verily the joisUbearn/truss to carry the loads -4. Exp 12-31-2020 shown and/or for repair design.The applied loads, dimensions,and field conditions info was provided by others. ( The loads and dimensions must be verified and approved for the specific application by the project design professional. OREGON Notes chemicals 6 For gal roofs preside proper drainage to prevent (V1""1"1"M'iiii° 't, Y 22,\9 4.po.,, Calculated Slroclured Destges is respsibl one onof ly dm Handling&Installation Pacific Woodtech Corp .—174 uructtr4 adequacy c4 this component baled oft the I LVL beams must not be cut or drilled 1850 Park Lane '"Y , ,,,,:c/ Digitally sealed design aitona end 10600166 nriFifi" i‘ It Inc 2.Beier to manulacturees prOduct information Burlington,WA 98233 N M.Y‘ Dec.18,2019 rosponsblita of the gualianet outlier the contractor'to ruong ura i,,,lail 5,,s rowir,,,,,,, mow, enema the pomporient statalparty el Me Wooded fasteong 11e18110 beam strength values,and code (588)707-2285 application and to venni the dimensions and loads, approvals www pacificwoodlech corn Lumber 3 Damaged Beam:most not be used APA PR-L233.ICC-ES'ESR-2909 4 Design assumes top edge is laterally restrained I.OFt somiWFuodii,o^s.,,n'esfi noted e00'6's° 5 %node lateral tappet at beanori points to avoid 2 LVL not to he treated wth fire retardant or corroa ye .„,,s s,siassm„,asd,u,,o,„ This design is valid until 101180022 _ Version 19.80180 Powered by IStrucem CSD I OSSiCir Client: Date: 12/17/2019 Page 207 of ' C Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 PASSED #: RED ROCK CREEK COMMONS J5 PWI-47 11.875" - PASSED Level:3RD&4TH Floors 111111111111111111111111111111111111111111111111111111111111 111111111111111101111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIINN'1 1 SPF 2 Hanger(1TS2.37/11.88) 6'3 7/8" / ,4—'2 5i 16" 6'3 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow W Ind Const Spacing: 24"o.c. Design Method: ASD 1 238 161 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 238 160 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 42% 161/238 399 L D+L er 2.000" 43% 160/238 398 L D+L Analysis Results Hang Analysis Actual Location Allowed Capacity Comb. Case Moment 591 ft-lb 3'2" 4280 ft-lb 0.138(14%) D*L L Shear 386 lb 1 1/4" 1705 lb 0.227(23%) D+L L LL Deft inch 0.011 (L/6754) 3'2" 0.153(L/480) 0.070(7%) L L TL Defl inch 0.018(U4032) 3'2" 0.306(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 6-3-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 6-3-14 0-10-10 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��� EEEE 0 WI OREGON Certification is to verity the joist/beam/truss to carry the loads V 9 shown and/or for repair design.The applied loads, �<Y22.` dimensions,and field conditions info was provided by others. -`� The loads and dimensions must be verified and approved for �,� Digitally sealetl the specific application by the project design professional. �dn( M, Dec.18,2019 Notes chemicals 5.Provide lateral wool at boainy points to avid Manufacturer Info Calculated structured Designs is responsible only or the Handling&Installation lateral displacement and rotation structural adequacy of Mrs component based on the 6 web warrens for point mad as es aninimum Pacific ark Lanech Corp davgn aityct and Medicos snent I[ is the I-!Joist flanges must not be out or pool load Wronglsae pro 3.5 inches 1850 Park resyonsiatity of the customer amem the<ent acte,to 2.detalRefeismrw frami West ng 0eterls.s of the ti fene oot tides,web ct Mole oon r'For eat roofs Ode propr dmnage to prevent Burlington,WA 98233 Mwte Inc component sultabel of the intended Ponditg (888) ymart.brggvg ae,aits,mWli-dv rasleni derails and nsva707-2285 www.pacificwoodiech.com and lo.aiN the dimensions and mars. nandrnyerecgon detach www.pacifewoodleeh.Dom Lumber 3 Damaged Wools must not be used ICC-ES ESR-1225.APA PR-L262 1.Dry service cendlioaa,unless noted W omOtherwiseOtherwisen.Design assures top range to be laterally restrained 2.!Joel trot to be neared with lire retardant or pompomby attached shealla g or as specified In&wooing notes This design is valid until 10/18/2022 Version 19.80.180 Powered by iStwcr^' CSDI't -. Client: Date: 12/17/2019 Page 208 of • Project: Input by' 286 < isDesign Address: Job Name: 19662--3-4 i p-f PASSED Project#: RED ROCK CREEK COMMONS J5 PWI-47 11.8 5" - PASSED Level:3RD&4TH Floors It1111111111H1 111111111111llA 1111111 11011 1111111111111111 I11INI111111 1111111111111IIllt11111111O111 � 1 SPF 2 Hanger(ITS2.37/11.88) I, 6'3 7/8" 2 5/16" / 6'3 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 253 171 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 252 170 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125' 44% 171/253 424 L D+L 2- 2.000" 45% 170/252 423 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 628 ft-lb 3'2" 4280 ft-lb 0.147(15%)D+L L Shear 41016 1 1/4" 1705 lb 0.241(24%)D+L L LL Defl inch 0.012(U6360) 3'2" 0.153(L(480) 0-080(8%) L L TL Defl inch 0.019(U3797) 320. 0.306(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 6-3-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 6-3-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF rc\SO PAQF6- \gl11 N EF("0. 9405 -v i Exp. 12-31-2020 ORtGON Certification is to verify the joist/beam/truss to carry the loadsa1 shown and/or for repair design.The applied bads, ��Y 22a�9 Qdimensions,and field conditions info was provided by others. \\.....i............\\ ' p � - Digitally sealed The loads and dimensions must be ventled and approved for3,() M,P' Dec.18,2019 the specific application by the project design professional. Notes chemlads 5&Fronde lateral support at beahlg points to avoid Ma nvi.Clurtr Into Calculated Structured Desgns'in responsible orey of me Handling&InstallationMk stiffeners fororn andr L atlo" pacific Woodlech CorP 6. ale l stiffeners point load as shavn',Amman structural adequacy or this component based an the 1 Mast tenses must not bo cut or drilled point load bearing lengthen SS Sties 1850 Park Lane anon criteria and loadings shaveo. n is Ibo 2. gofer to latest copy of the(Joist pedant inhonatan 7.For flat roots provide proper drainage to Wevent Burlington,WA 98233 rosponaibiFty it the custoner ardor DDe conaaaor If' details tot framing coals.stiffener tables,Web hole pending ensure the component suitability or the Ykended chart.bridging dolans,musty fastening retails and (888)707-2285 epplicadnn and to verity the dimensions and bads handling/erection dews www.paCificwoodlech.com Lumber 3 Damaged Deists roust not bound ICC-ES ESR-1225,APAPR-L262 t.Dryservice condltior5.unless noted olnemtiw 't Design assumes top range to be laterally restrained by attached sheathing or as spindled in engneerieft 2 Waal not to be treated With fro retardant of corrosive noes. This design is valid until 10/18/2022 Version 19.80.180 Powered b ;StrictTM aaaw y RCS DRAW re Client: Date: 12/17/2019 Page 209 of Project: Input by: 286 De5ig11 Address: Job Name: 19662-3-4 ersmine. Project#: RED ROCK CREEK COMMONS J5 PWI-47 11.875" - PASSED Level:3RD&4TH Floors III IIII II IIII II IIIllI IIIIIlIIIIIIIIIilIlllllllllllllll IIIII IIIIIIIIIIINIII IIIIIIIIIIIIII IINIIIIIIIIIIIIIIIINIIIIIIIII i IM 1 SPF 2 Hanger(ITS2.37/11.88) Iy 6'3 7/8" a 2 5/16" 6'3 7/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 222 150 0 0 0 Moisture Condition: Dry Building Code: 18C/IRC 2015 2 221 149 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 39% 1501 222 372 L D+L 2- Analysis Results Han er 2 000' 40% 149/221 370 L D+L 9 Analysis Actual Location Allowed Capacity Comb. Case Moment 550 ft-lb 3'2' 4280 ft-lb 0.128(13%) D+L L Shear 359 lb 1 1/4" 1705 lb 0.211(21%) D+L L LL Defl inch 0.010(U7261) 3'2" 0.153(U480) 0.070(7%) L L TL Deft inch 0.017(L/4335) 3'2" 0.306(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 6-3-14 0-9-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 6-3-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 9\ PRO��ss ,� �GINFcc 'o (4w�' `� 9405 "C' ti-y Exp. 12-31-2020 Ln/1 OREGON -7 Certification is to verify the joist/beam/truss to carry the loads ✓ei g:0 shown and/or for repair design.The applied loads, -9 (V 22 a, r dimensions,and field conditions Info was provided by others. '41 V Digitally sealed The loads and dimensions must be verified and approved for °70 T f1� Dec.18,2019 the specific application by the project design professional. M. Notes chenucals 5.Provide lateral supped al bearing points to avow Manufacture Infer CWcWaIN Structured eclateral displacement and rotation sans is responsible d the Handling&Installation 3.Web stiffeners for point load as na Minimum Pacific Woodtech Corp structural adequacy d Nis component based m the I.LJdsl angers new not be et or drilled point lead bearingb design cntena and loadings shown. It is tic delh>o proper3.5 drainage Bu18rlington, gtoParn Lane responsibility of the customer andbr No contractor to �'Refer to latest copy et the openr tauct.Web h le 7 For pal roods provide Naim�ge to prevent gerlingl0e,WA 98233 ensure the component slatebatY of we blended debts for framing dot ads,stiffener rained,eat hole poMirp application.eon tov«trythe dimensions and loads chain.ngveecg n ,mWli fastening details and (BBB)707-2285 none/ reclbn dense wwwpacificwoodtech.cetn Lumber 3.Or aged Worsts must not be used ICC-ES ESR-1225,APA PR-L262 1.Dry service candtorm,urines salon olherwiw 4 Pease assumes top flange le so later ally restrained 2.!Joist Col is be treated will,tire reterlla,l a corrosive rY o.srmanned sheathing or as SpOerled in engineering "des_ This design is valid until 10,18/2022 Version 19.80.180 Powered by iStructn^ CSD I ORAW data ICA EMI) Client: Date: 12/17/2019 Page 210 of risDesign Project: Input by: 286 r Address: Job Name: 19662--3.4 Project#: RED ROCK CREEK COMMONS J5 PWI-47 11 .875°' - PASSED Level:3RD&4TH Floors a 11 1 t t Fit; iW11111111W I II : i l 1 1 - , i Il i d i ' ' li ,+ o .1.- * ',. 11 7/8` men .ud' r M ,ssr. —. _ Iy 1 SPF 2 SPF 6'5 3/4" �/2 5116" 6'S 3/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 25.076"o.c. Design Method: ASD 1 258 174 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 270 182 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8APA Rated Sturd-I- Importance: Normal Floor056 Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 45% 174/258 432 L D+L 2-SPF 4.250" 37% 1821 270 452 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 636 ft-lb 3'1 13/16" 4280 ft-lb 0.149(15%) D+L L Shear 417 lb 1 1/4" 1705 lb 0.245(24%)D+L L LL Defl inch 0.013(L/5510) 3'1 13/16" 0.152(L/480) 0.090(9%) L L TL Del inch 0.022(L/3290) 3'1 13/16" 0.305(L/240) 0.070(7%) D+L L Design Notes 1 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 6-0-9 1-0-9 to 1-0-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-0 to 6-5-12 1-0-0 to 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Tie-In 6-0-9 to 6-5-12 0-10-14 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-10-14 � rt PRoFFss� r5 ,�,G1NF� O 9405 29 t CC Exp. 12-31-2020 OREGON Certification is to venty the joist/beam/truss to carry the loads `/ 911 shown and/or for repair design.The applied loads, // }' !� dimensions,and field conditions info was provided by others. "'"" L° 22., (.`y 'D itall sealed The loads and dimensions must be verified and approved for n r n y the specific application by the project design professional. �n Y `' Dec.1 e.2019 Notes chemicals 5 Provide lateral supper et beating points m aenk ^ l p'lufacturor laic Calculated structured Designs is responsible rod of the Handling&Installation s.Weebb sun„ for OM rthadad as shot.Morino,. Pacific WOodtech Corp structural adequacy of this component based om the I.IJasl Santos must Ml be col or Breed point load beating length,-3.5 inches 1850 Park Lane design estola and loadngs shown. It iS the 2 Refer In latest copy of the oast product inrormalin 7.Per flat roots provide proper drainage to prevent Burlington,WA 98233 respmcibilily of the customer water the connector to Inds for haneng Solails,Oftener tables,web hole pnnd'ne ensure M. component sultabBdy or the »lef0ed chart bridging details,mulli.ply lastening dews and ($88)707.2285 applinaton and to verify the dimensions and loads. hadlinglerecuon details WWw.paclfiewoodlech.com Lumber 1,Damaged lJoielsmost eel he used ICC-ES ESR-1225,APA PR-L262 t.Drycetera conditions raters noted eM1erw,ce Dodge assumes lop Same b be laterally restrained to attached sheathing or as weaned in engineering 2 !Joist not to be treated wilt Ric resrdant or conoslve Sates. Tnis design is valid until 1 011 8/2 0 2 2 Version 19.80.180 Powered by Structro CSDIDP Client: Date: 12/17/2019 Page 211 of a Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 T'. Project#: RED ROCK CREEK COMMONS J5 PWI-47 11.875" PASSED Level:3R0&4TH Floors 22111111111111111=111111111111111111H111111111 1111111111111111i 1111111111111111111111H11111111151111111111111111111I11111111111111 . .. , ® / 11 7/8" NI 1 Hanger 2 SPF / T1 5/8" /--/2 5/16" / T1 5!8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor 13rg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 225 152 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 216 146 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3.000" 33% 152/225 376 L D.H. Hanger Analysis Results 2-SPF 2.125" 38% 146/216 362 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 604 ft-lb 3'7 1/4" 4280 ft-lb 0.141(14%) D+L L Shear 357 lb 2 1/8" 1705 lb 0.209(21%)D+L L LL Defl inch 0.013(L/6575) 3'7 5/16" 0.171(L/480) 0.070(7%) L L TL Defl inch 0.021 (L/3925) 3'7 5/16" 0.343(L/240) 0.060(6%) D+L L Design Notes i Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 7-1-10 0-6-7 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-0 to 0-3-8 0-9-9 to 1-9-9 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-3-8 to 7-1-8 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF • ��01) PROFFS erg'' tyG1 N F� `S/0 �4r7 ?' 9405 2 Exp. 12-31-2020 tn/t OREGON Certification is to verify the joist/beam/truss to carry the loads V 9 1 shown and/or for repair design.The applied loads, GC V22,, 1 dimensions,and field conditions Info was provided by others. w1 The loads and dimensions must be verified and approved for T,t� Digitally sealed the specific application by the project design professional. ,T0N .A Dec 16.2019 Notes chemicals 5.Provide lateral support al bowing points to avoid Manufacturer Info Calculated Structured Designs is responsible only of vie Handling&Installationlateral displacement and relation e.web stiffeners lac Mot load as es Minna. Pacific Woodtech Corp structural adequacy of this component based en the I nest flangestolledust not to a l or drilled point load bean le0e proper inches 1850 Park Lane resporrsidn hlyof Pre and loadings vie wwactor t is o 2.51011st f tales! framing details.details.sJmfn dry bles.web ho�ie 7.For roofs provide prap¢r drainage to prevent Burlington,WA 98233 ensure to component sWlabAity of the intended elurl.bridging details.multi-ply Iastoning details and g (886)707-2295 applicalton,and to verity the dimensions and loads. hardlinglerectian details www.pacificwoodlech.com Lumber J.Damaged Idoists must net be used ICC-ES ESR-1225-APA PR-L262 I.DIY 9CM<@@pldlYpnL,unless noted nlinCllW F➢ a-Design earntop flange to be laterally restrained 2 IJa51 not to be treated with fire rotani nl or corrosive by attached shealhvg air as specified In engineering nO1s- This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructtm CSD DESIGN 941t.o Client: Date: 12/17/2019 .Page 212 of Project: Input by: 286 r i5Design Address: Job Name: 19662--3-4 Project#: RED ROCK CREEK COMMONS ' J5 PWI-47 11.875" - PASSED Level:3RD&4TH Room l 1111111111111111111111111111 ; 1111011 IIIWlll 1 ® / 117/8" a >•ara:.s,.,�. .. - w•fawaa ..+ . ® / 1 Hanger 2 SPF 6'10 1/16" 2 5/i6" 6'101/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 280 189 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 270 182 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 41% 189/280 469 L D+L Hanger Analysis Results 2-SPF 2.125" 47% 182/270 453 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 720 ft-lb 3'5 7/16" 4280 ft-lb 0.168(17%) D+L L Shear 444 lb 2 1/8" 1705 lb 0.260(26%) D+L L LL Defl inch 0.014(L/5536) 3'5 1/2" 0.164(L/480) 0.090(9%) L L TL Dell inch 0.024(L/3305) 3'5 1/2" 0.328(L/240) 0.070(7%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 6-10-1 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 lie-in 0-0-0 to 0-3-8 0-9-9 to 1-9-9 27 PSF 40 PSF 0 PSI' 0 PSF 0 PSF 3 Part.Uniform 0-3-8 to 6-9-15 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF �Ep PROFFS c� "GINFS/0 t `� 9405• w %1 Exp. 12-31-2020 lnl" OREGON is to verify the joisUbeam/truss to carry the loads t s� g1� shown and/or for repair design.The applied loads, A�4 Y 22 r, {! dimensions,and held conditions info was provided by others. 4q'T 4V Digitally sealed The loads and dimensions must be verified and approved for r TL(y t` Dec.18,2019 the specific application by the project design prolessional. Notes chemicals s Provide lateral suppom at loaning points to avoid 'i13lt.'1a CturCt Info Calculated Structured Designs is responsible only of the Handling&Installation lateral for Proudand lad Pacific Woodleeh yn6.Web load en pale load as slwwn Mi'dnuan Corp stmetu al adequacy of this component basal en the I uast ang,t lot 1kv Wor drrled point load bearin a-35 inches 1850 Park Lane mom °Mena am loadings mown It is the 2 Refer in latest copy of the!Joist product information 7 For flat roofs provide proper drainage to Prevent 6uding Ion.WA 98233 respww0h0 of We customer ender the the intend td details fdebridging framing details.stiffener tables.web hole molding en ure the component witabrsr er intended chart bridging detain,muttiyy fastening details and (888)707-2285 appication.and to verify the avnensions and toads hand/neterectmn details www.pacificwoodtech.com Lumber 3.Damaged Mots must not be used ICC-ES ESR-1225,APA PR-L262 I.D service conditions,unless mined Mherrviso 6Design assumes top Flange to Pa laterally restrained ry sernby attached sheathing or as specified in engineering 2.!reel not to be treated with ore retardam no corrosive notes. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM ustw D amen Client Date: 12/17/2019 Page 213 of Project: Input by: 288 IsDesign Address: Job Name: 19662-3-4 lisswas' PASSED�y Project#: RED ROCK CREEK COMMONS J5 PWI-47 11.875" m PASSED Level:3RD 84TH Floors 11111111111111111111111111111H111111111111111111111111111111 II IIIIIIII1INIIINIIIIIIIIIIII IIIIII0000111I II11111III1Io11 l231 1. t11 7/8" 153 r. al 1 Hanger 2 SPF 6'6 7/16" 1 y2 5/16" 6'6 7/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASO 1 264 178 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 258 174 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F - General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 39% 178/264 442 L D+L Hanger Analysis Results 2-SPF 2.125" 45% 174/258 433 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 656 ft-lb 3'3 11/16" 4280 ft-lb 0.153(15%) D+L L Shear 423 lb 2 1/8" 1705 lb 0.248(25%) D+L L LL Dell inch 0.012(L/6090) 3'3 11/16" 0.156(L/480) 0.080(8%) L L TL Deli inch 0.021(L/3636) 3'3 11/16" 0.313(L/240) 0.070(7%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 6-6-7 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-1-4 to 0-3-8 1-6-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-3-8 to 6-6-5 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF e4 PROF- Cc ;yGIN - `si0 9405 ''' y-s. 7" Exp. 12-31-2020 , ire OREGON Certification is to verify the joist/beamflruss to carry the loads i.t, shown and/or far repair design.The applied loads, (i.22 r\9 G,' Y dimensions,and field conditions info was provided by others. 9"Q tV 'Digit II sealed The loads and dimensions must be verified and approved for RO Rig the specific application by the project design professional. r Y Dec 18,2019 Notes nhomieas 5.Preside lateral suppod at bearing points to avoid 'Man tradio rer Info lateral displacement and relation Calculated 9lruclured Designs is responsible only of the Handling&Installation g.Web sad 503s far prim load as sbovn Minimum Pacific Woodlech Corp structural adequacy of(tea component based on lbe I (Joist games mum net b al or drilled point load beae ring lergw+=3.5 cokes 1850 Park Lane desircspansiblldy of to and loadings rulime contractor is gto 2 details oreeanloyy t copy of Oftener ene tables,web Mole 7.Fo flatr roofs preside proper drainage to prevent Burlington.WA 98233 ensure the component Suitability or the Intended dart.bridging details,mule-ply fastening noises and (888)707.2285 application,and to verily the dimensions and loads. handling/erection details bwvv.pacificwoodlech.com Lumber 3.Damaged trouts must not be used ICC-ES ESR-1225.APA PR-1262 I.Dry service conditions,unless rand ogreebise 4.Design assures top gunge to be laterally restrained 2.IJoist eel to be treated with fire reaaldatt orcorrosive by attached sheathing or as specified In engineering asses. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruceir CSD I waswr Lin n ' . Client: Date: 12/17/2019 ,Page 214 of Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 OrIIMIll0 Project#: RED ROCK CREEK COMMONS J5 PWI-47 11.875" - PASSED Level:3RD&4TH Floors 1-- 2 1 111111111111 IIIIIIIIIIHIIVIIIIIIIIIIIIIIIIIIIIIIII : 1 / 11 7/3" E 1 Hanger 2 S P , / / 62 7/8" 2 5/16" 62 7/8" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Big Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 190 128 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 186 125 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 3 000" 28% 128/190 318 L D+L Hanger Analysis Results 2-SPF 2.125" 32% 125/186 311 L D+L .: Analysis Actual Location Allowed Capacity Comb. Case Moment 448 ft-lb 31 7/8" 4280 ft-lb 0.105(10%)D+L L Shear 301 lb 61 5/8" 1705 lb 0.176(18%)D+L L LL Deft inch 0.008(L/8916) 31 7/8" 0.149(U480) 0.050(5%) L L TL Deft inch 0 013(U5323) 31 7/8" 0 298(U240) 0.050(5%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 6-2-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 6-2-14 0-6-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 9,VD PRI.) 0„, —Pk-, ,., ‘40,11\1 -• ., /0 _ Exp 12-31-2020 1.."..." OREGON Certification is to verify the joist/beam/truss to carry the loads V& -9 4 , ,_'• shown and/or for repair design.The applied loads, V22 dimensions,and field conditions info was provided by others. 1,9r., 'V F • Dig itally sealed The loads and dimensions must be verified and approved for LW tyll,•F\..., Dec.18,2019 the specific application by the project design professional. Mlutiflc•urri Iii`o Notes chemicals 5 Provide lateral seeoccl at treason pants to avail ` " - ' lateral demlacemenl and rotation calculated Structured Demons is responetle only of the Handling 8 Installation „ „„ Pacific Woodtech Corp structural adebbsS of lias somPenba based QM the I Deist flanges must not be cut or Oiled point load beams;lengtfrms 3 5 inches 1850 Park Lane demon coterie and loadings shown It is Me 2.Refer to latest copy of Me Chaim product informsbon 7 For flat roots provide propos drainage to prevent Burlington,WA 98233 resorbsdsby at tie customer andfor the contractor to delatle far'beano details.serener reties,wee hole pandora ensure (Ito component suitability of the intended chart bodging details.'twerp!,lastemns Oetals and (888)707-2285 apolcabon and to verify the dimensions and bads hondlingScreolion delads ermv.pacificwoodlech corn Lumber 3 Damaged Waists most nol be use0 ICC-ES ESR-1225,APA PR-L262 i Doman aseurnos by flange to be laterally restrabed I Dry,MCOcordho".unless nafed ObSfi.a0 fly attached sheathing or os specified in onginuerfou 2 bast mot to Wanted alb non smarm-vs or corrosive This design is valid until 10/1812322 Version 19.80.180 Powered by iStructrm CSDI OR" • 013141. 011111 s Client: Date: 17/17/2019 Page 215 of • Project: Input by: 286 isDesign Address: Job Name: 19662-3-4 .11....s Project 4: RED ROCK CREEK COMMONS J6 PWI-47 11.875" - PASSED Level:3RD&4TH Floors 1 I 2 1111111111111 0. r . . . . . . 111I8111111o1111IIIIIIIIINN11111111111I11111111 23 izc r.' / = iy!+.-._ .t 11 7/8" 1 SPF 2 SPF / 14'11/16" A-/2 5/16" / 14'11/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"D.C. Design Method: ASD 1 479 323 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 491 331 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 84% 323/479 802 L D+L 2-SPF 4.250" 67% 331/491 822 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2700 ft-lb 6'11 1/4" 4280 ft-lb 0.631(63%) D+L L Shear 790 lb 1 1/4" 1705 lb 0.463(46%) D+L L LL Dell inch 0.148(U1109) 6'11 5/16" 0.342(L/480) 0.430(43%)L L TL Del inch 0.248(U662) 6'11 5/16" 0.684(U240) 0.360(36%)D+L L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 14-0-11 0-8-11 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF .'\ • PRoF�ss , x4G1NFk., i0 �' 9405 j. Exp. 12-31-2020 in/1 OREGON Certification Is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, g dimensions,and field conditions info was provided by others. ✓�� V 22 t 1 The loads and dimensions must be verified and approved fw "� c1 � s c.1Digitally sealed the specific application by the project design professional. R� `,v 1y NA, Dec.18,2019 Notes chemicss 5 Provide lateral suppoe at hearing pants to avtid 1hlalttifacturer Info CekWatod Structured Desgns is respwtsble only of the Handling 8lnstallation lateral displacemarl and rotation structure,adequacy of this component baled on Ilse I lJoisl flanges masa no be at or dated 6.vim,nadebe r fgl PpM OW as is Mppmum 18Pa50 WOoane Corp design cntene are loadings shnvn. It u: the 2,Refer to latest point load roofs sripr led n propero r mhos 1850 Park Lane responsibility nt the customer andiron the contractor in copy of the Deist Podrzt web e �,For Hal praNee drainage to prevent Burlington,WA 98233 ensure the component siltabe et the intended charts for bridging delals.stiffener tables webdeedsholefastening and (888)www.pacificwoodtech.com 85 apgiwtier to vcrtythe dimensions and loads. hamaged!Joiits rblais WWW.paCi(iGWDOd18Ch.cem Lumber 3.Damaged!Joists must not bawled ICC-ES ESR-1225,APA PR-L262 I.Dry sernce condlions.unless noted otherode 4 nnian teaumea top flange to be Izeelly restrained 2,Doial n la be treated with fire retardant or cerresML fly allasheS Shealtn ng pr ns uce r,ed in mgirm cnllt Ji was This design is valid until 10/18/2022 Version 19.80.180 Powered by iStruct'5 CSC I DRAW OMNI Ms'I Client: Date: 12/17/2019 Page 216 of 286 ° Project: Input by: isDesign Address: Job Name: 19662--3-4 eresem Project lk: RED ROCK CREEK COMMONS J6 PWI-47 11.875" - PASSED Level:3RD 84TH Floors IIIIIIIIHII111IIIIt1111 111111111111111NIN11111111IIIIt11111HI111111111111111I111111A111111INIIlJ 1111111111111111111III111111111111111111111111111111 111111111I111111111111111111111111111111111II11lull ® / 11 7/8" 1 SPF 2 SPF / H 14'11/16" 2 5116" / 14'11/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 555 375 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 569 384 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1-SPF 2.125" 97% 375/555 930 L D+L 2-SPF 4.250" 78% 384/569 954 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3131 ft-lb 6'11 1/4" 4280 ft-lb 0.731(73%) D+L L Shear 916 lb 1 1/4" 1705 lb 0 537(54%) D+L L LL Defl inch 0.171 (L/957) 6'11 5/16" 0.342(U480) 0.500(50%)L L TL Defl inch 0.287(L/571) 6'11 5/16" 0.684(U240) 0.420(42%) D+L L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF ��Ep PAOPk- .F? r1G.1 N E ,, s/0 Exp. 12-31-2020I Lek," OREGON Certification is to verify the joisbbeaMhuss to carry Me bads LI (IA shown and/or for repair design.The applied loads, �4 r 22 a 1 ! dimensions,and geld conditions into was provided by others. 91,9 a�V Digitally sealed The bads and dimensions must be verified and approved for �r 7I�N m, Dec.18,2019 the specific application by the project design professional. Notes chemicals 5 Provide lateral".uppat al beano points to avant r,4lt IL tc.t:::± '':0 latCalculated Structured Designs is responsible only of the Handling&Installation web Cinews re,.and rotation Pacific Woodtech Corp6.web sgllenee nor yam toad as sno.m t.+inim,un structural adeeuaay Cl this component based on the t Coral tones must not be al or drilled point load bearing lengNi=3.5 meters 1850 Park Lane Jorge criteria aM toaangs S r tie It 'ta we 2.Refer to latest copy on the[Joist pmdud information 7.For flat tools dowse proper drainage to prevent Burlington.WA 98233 ensure idle a One customer ands,the mno-actar in Criteria for framing details.stiffener Lagos.web hole ponding (888)707-2285 ensure me component suitability of the intended chPt bridging Calais,mint-ply fastening details and application and to verily the amensions and loads_ handling/erection details www.paciticwo .com Lumber ].Damageduolns most not be used ICC-ES ESR-1225225,APA PR-L262 I.Dryserene conditions unless noted olharxi5p 'I.Casten assumes top flange to De laterally restrained by attached sheathing of as specified in engineering 2!Joist not lobe healed wait fire retardant in canoave odes This design is valid until 1011a/2022 Version 19.80.180 Powered by iStructTM CSD II/PAW stall calm Client: Date: 12/17/2019 Page 217 of Project: Input by: I. 2B6 isDesign Address: Job Name: 19662--3-4 1111•111111111ine Project#: RED ROCK CREEK COMMONS J6 PWI-47 11.875" — PASSED Level:3RD&4TH Floors I ,l 2 1111111111111111111111111111111111111111111111111 111111IJ11111111111111 I1III INIIIlll11INIII111 11 7/8" 1SPF 2 SPF / 14'11/16" `472 5/16" / 14'11/16" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 555 375 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 556 376 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOS6 Nailed and Glued Temperature: Temp r_100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 -SPF 2.125" 97% 375/555 930 L D+L 2-SPF 4.250" 76% 376/556 932 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3131 ft-lb 6'11 1/4" 4280 ft-lb 0.731(73%) D+L L Shear 916 lb 1 1/4" 1705 lb 0.537(54%) D+L L LL Defl inch 0.171(L/957) 6'11 5/16" 0.342(U480) 0.500(50%) L I_ TL Defl inch 0.287(U571) 6'11 5/16" 0.684(U240) D.420(42%) D+L L Design Notes 1 Compression edge bracing required at 9'8"o.c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 13-8-13 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 14-0-11 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF (;D PRQ `c;SC G 1 N F;61033b 0 co9405 9 2 Exp. 12-31-2020 w+ rel; OREGON Certification Is to verify the Joist/beam/truss to carry the loads i,v shown and/or for repair design.The applied loads, �/�y t,g` dimensions,and field conditions info was provided by others. 2 tt il 'Digitally sealed The loaf and dimensions must be verified and approved for �t� R�V Dec.18,2019 the specific application by the praJect design professional. r Y M. Notes chemicals 5.Preside Iatwal mmpun at beaMf minis to avail Ma,,hector et Info celeutatad Structured Designs is responsible only of the Handling 8lnstallatIon Webeal displacement and rotation stNclval adopury of Ills canporrem based en life I.!Joist flanges mid not be cut or drilled 6. stiffenersnt load Iman foe ewe load as es Minimum 1P850 ParkVVo Lane atefJl Corp mspansihaily a and the towlines snN5b Me wmr is Ihe l0 2.Refer to latest eapy Of Me!Joist product information 7.FFFoormgal roofs nnprovig de proper drainaage to prevent audmg ton,WA 98233 ensure the ve mpeeenl sulabdity of the Intended details rid tonne ils,mulails.ti-ply stiffener famImes,web hole 7-2285 ePolicagon.and to.wiry the dimensons end lads. handlM/eregdndea mwnyty tasoning details and www.p(888) cufcwo handling/erection agedemeuts cool a www.pacilicwoodtech.opm Lumber J.Damaged nerves muse let be be I ICC-ES ESR-1225,APA PR-L262 1.Dry eerNce coiMlions,Moss noted otllarwise 4 Design asawnes lop flange to be laterally resvaned 2.Moist not10 be treated with Nc retardant or corrosive fly attached sheathing or M specified in eng'lncenrg alas This design is valid until 10/18/2022 Version 19 80.180 Powered by iStruct"' CSD I wawt wl:r Client: Date: 12/17/2019 Page 218 of ° Project: Input by: 266 isDeslgn Address: Job Name: 19662--3.4 , Project#: RED ROCK CREEK COMMONS J7 PWI-47 9.500" - PASSED Level:3R0 84TH Floors I I I - (° 4 I 3 9 1/2" 1 Hanger(IUS2.3719.5(Min)) 2 Hanger(IUS2.37/9.5(Min)) 3n6+ ��2 5/16" 3'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Coast Spacing: 24"o.c Design Method. ASD 1 349 94 0 0 u Moisture Condition: Dry Building Code: IBC/IRC 2015 2 350 94 0 0 0 Deflection LL: 480 Load Sharing: No Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<,s 100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 48% 94/349 443 L D+L Hanger Analysis Results 2- 2.000" 48% 94/350 444 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 348 ft-lb 1'9" 3335 ft-lb 0.104(10%) D+L L Shear 421 lb 1 1/8" 1330 lb 0.316(32%) D+L L LL Defl inch 0.007(U5415) 1'9" 0.083(L/480) 0.090(9%) L L TL Defl inch 0.009(U4264) 1'9" 0.166(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-010 3-6-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 3-6-0 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 0-0-2 to 3-6-0 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 0-0-2 to 3-6-0 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF�`Qca PRQ� Ss �5 r1C'I N�F iO k' 9405 9 / Exp. 12-31-2020 OREGON Certification is to verify the joist/beam/truss to carry the bads Vo. shown and/or for repair design.The applied loads, / Y22.,9 dimensions,and field conditions info was provided by others. 7.. V 'Digitally sealed The loads and dimensions must be verified and approved for �r 77°f v M° ''' Dec.18,2019 the specific application by the project design professional. Notes chemicals 5.Pravda lateral support at beanne paints to vole arildd';D.c.,:Info Calculated stmnured oes responsible only or en Handling8 Installation heal displacement and rotationMarl Pacific Woodtedt Corp fins Is r 6.web sad bearing for anal load as mhos Aldtimum ocreounat adequacy of bias component based on the I IJwst Ranges must not bee l or drilled point load bearing anyw=3.5 mhos 1850 Park Lane design vieda and loadings aho'.vn s is the 2.Refer m best copy of the Deist product information ] per flat roofs provide proper homage to prevent Budington,WA 98233 e flag of Inc nontsalcustomer ender Me contractor to delrlls for details.stiffener lades,web hole pending ensure the coatponiyt sWebrny of the Nterded drag.bridging details.multiply fastening details and (888)707-2285 appii�ation.and to verity the dmensime and loads hawNngferectbn debuts www.paaficwoodtech.conl Lumber 3 Damaged Dolls must not be used ICC-ES ESR-1225,APA PR-L262 .1.ocsign assumes top Panes to be laterally reslramed I.Dry serno¢conditions,unless noted otherwise try attached sheathing or as specified in enginnning 2.Worst rot to be heated With fire retardant or canny, r,.,.,s This design is valid until 10M8,02022 Version 19.80.180 Powered by iMpact"t CS I DRAW 04,1611 •I null it . Client: Date: 12/17/2019 Page 219 of isDesign Input by: 286 Address: Job Name: 19662--3-4 wwiss.... Project#: RED ROCK CREEK COMMONS J7 PWI-47 9.500" .. PASSED Level:3RD 84TH Floors .f' l ' I. I 1 It. 'i ,g", i 3 t fit.s — . 2 1 9 1/2" / 1 Hanger(IUS2.3719 5(Min)) 2 Hanger(IUS2.37/9.5(Min)) / 3'6 7/8" / .°--/2 5/16" / / 3'5 7/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 292 79 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 292 79 0 0 0 Deflection LL: 480 Load Sharing: No Deflection IL: 240 Deck: 7/8 APA Rated Stu rd-I- Importance: Normal FloorOSB Nailed and Temperature: Temp<=100°F Glued General Load Bearings Floor Uve: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 40% 79/292 371 L D+L Hanger Analysis Results 2- 2.000" 40% 79/292 370 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 290 ft-lb 1'8 15/16" 3335 ft-lb 0.087(9%) D+L L Shear 351 lb 1 1/8" 1330 lb 0.264(26%) D+L L LL Defl inch 0.006(U6498) 1'8 7/8" 0.083(U480) 0.070(7%) L L IL Defl inch 0.008(U5117) 1'8 7/8" 0.165(L/240) 0.050(5%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 3.5-14 0-8-2 to 0-8-1 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 3-5-14 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-0 to 3-5-14 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF 4 Tapered Start 0-0-1 0 PLF 41 PLF 0 PLF 0 PLF 0 PLF End 3-5-14 0 PLF 40 PLF 0 PLF 0 PLF 0 PLF .�EPED PROfie- IN $. sb � G E �' 9405 '¢ E Exp. 12-31-2020 Certification is to verily the joist/beam/russ to carry the bads shown and/or for repair design.The applied loads, tn." Thedi loads ,a d n conditions info was provided r others.do loads and dimensions must be verified and approved for 0 R EGO N the specific application by the project design professional ,t P�9 anufacturcr Into 114— ti aJ ` Notes ch=-voicals 5.Provide lateral support at bowing points to ovoitl �ey Calculated Si,uctued Designs is responsible onrly a s o Handling&Installation lateral displacement and rotation "r? 0^' � .� 'Digitally sealed tlKErai adequacy d Isis component based on the 6 wont sanene r for pare load c shown Minimum Pacific ark Lanech Corp r eA Dec.18,2019 design moons and loadings poent tt Is the I.IJdst gang's must rat be cut'Joist prod point load bearinglelgth>ei 3.5 inches 1850 Park Y IVI rospansgifty of Ne customer nadine the contactor to 2'Refer to latest copyet the'Joist er Shot,duct web(1ton i.For nl roofs provide proper drainage to prevent Buffington.WA 98233 ensure the componentfthecustomer useability of the ipeeded details far haring pews,stiffener lades,web hole oondeaa 9 application.and to verify thedimensions thed irs. chain.bridging details.mutn.ply fastening details and (888)707-2285 M1analiIJadon detail wWW.paCESR-1225 APADamaged PR-L262 I.Dry service conditions,unless noted Marvrise a'oys'gnassumes top flange to be laterally rostroned 2.Ib iis,not to be treated with fire retardant or corrosive Icy attached sheathing or as specified n engrafting ores. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructmnt CSC I MAW gMUM I1.t, Client: Date: 12/17/2019 ,Page 220 of s Project: Input by: 286 , isDesign Address: Job Name: 19662--3-4 ,,. Project 4: RED ROCK CREEK COMMONS J7 PWI-47 9.500" - PASSED Level:3RD&4TH Floors i , . 111 l HI 1!1 2 J'''gr ' miim 9 1/2" 1 Hanger(IUS2.37/9.5(Min)) 2 Hanger(IUS2.37/9.5(Min)) 3'6 1/8" �/2 5/16" 3'6 1/8" Member Information Reactions UNPATTERNED lb (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Cons) Spacing: 24"o.c. Design Method: ASO 1 350 94 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 351 95 0 0 0 Deflection LL: 480 Load Sharing: No Deflection IL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 48% 94/350 444 L D+L Hanger Analysis Results 2- 2.000" 48% 95/351 446 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 350 ft-lb 1'9 1/16" 3335 ft-lb 0.105(11%) D+L L Shear 422 lb 1 1/8" 1330 lb 0.317(32%) D+L L LL Def inch 0.007(L/5388) 1'9 1/16" 0.083(U480) 0.090(9%) L L TL Defl inch 0.009(L/4242) 1'9 1/16" 0.166(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 3-6-2 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 3-6-2 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 0-0-2 to 3-6-2 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part.Uniform 0-0-2 to 3-6-2 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF� ��D PRQ,c- `c,, �G,1 N F ..., iO ,z49 40 9405 '' 147 Exp. 12-31-2020 L"../.4 OREGON Certification is to verity the joisuebeam/tmss to carry the loads V 9�1' shown and/or for repair design.The applied loads, 7 �4 V 22, r i dimensions,and field conditions info was provided by others. .aq n- Digitally sealed The loads and dimensions must be verified and approved for �r TTON M, ` Dec.18,2019 the specific application by the project design professional. chemicals 5 Proode lateral support at Pinang peters to avoi t'iu d l title cturer info Notes lateral displacement and rotation ealdriated Structured Designs is responsible only of the Handling&Installation 6.web stiffeners Mr point low as shown Amcor,,, Pacific Wh Corp skYck=al ceteraI and loadings shown h b the 2 peter to latest copy of the Deist product foerna ion y.For flat roofs provide proper drainage to prevent Burlington,WA 98233 responsibility of the customer andror the contractor Id derais foe learning detests stiffener tables web hole pending ensure fee component ededeey er the ins. chart bridging details,multimly fastening details and (888)707-2285 application.and to verify the Cimonsiens end lows. hadlinglerection detects www.paeifiewoodtech.com Lumber 3.Damaged SMhls must rotten used ICC-ES ESR-1225,APA PR-L262 I.D service cantldlorts,unless noted whawise a.Design assumes top large to be Il torally resnelned Nby attached sheathing or as sped and in engnaring 2 blast nal to be treated oval tire retardant or corrosive lows. This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructm' CSD I ois tar Client: Date: 12/17/2019 Page 221 of r Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 Project#: RED ROCK CREEK COMMONS J7 PWI-47 9.500" - PASSED Level:3RD&4TH Floors 111111IH'I! '`I6'IIIllllHirlilhI1IJllt 1 1111111111 II IIIINIIIt#H111111lIB1H liiiiiiIiii ilillllllliliii Hit llliiill 111111111liillli1111 Il#11111 11111111111 / 9 1/2" 1 Hanger(IUS2.37/9.5(Min)) 2 Hanger(IUS2.37/9.5(Min)) 3'6 1/4" �'.2 5f16" 3'6 1/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 336 91 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 337 91 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Id.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 46% 91/336 427 L D+L Hanger Analysis Results 2- 2.000" 47% 91/337 428 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 338 ft-lb 1'9 1/8" 3335 ft-lb 0.101(10%) D+L L Shear 406 lb 1 1/8" 1330 lb 0.305(31%) D+L L LL Deft inch 0.007(U5593) 1'9 1/8° 0.083(U480) 0.090(9%) L L TL Defl inch 0.009(U4403) 1'9 1/8" 0.167(U240) 0.050(5%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 3-6-4 0-11-1 to 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-10-15 2 Part.Uniform 0-0-0 to 3-6-4 0 PLF 55 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 0-0-2 to 3-6-4 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF !� 4 Part.Uniform 0-0-2 to 3-6-4 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF�� �eD N O`�s� 2\ 4 9405 �-I' 02y /- Ezp 12-31-2020� OREGON Certification is to verify the joisVbeamhruss to carry the loads shown and/or for repair design.The applied loads, �(/4 Y a\QI dimensions,and field conditions info was provided by others. -�/,rt 22 The loads and dimensions must be verified and approved for T h r1F Digitally sealed the specific application by the project design professional. �v� i•" Dec.18.2019 Notes clemica/a 5.Provide fates support al bee mg poino to arpn Manufacturer Info Sutured Designs is res onsible olateral displacement and rooad Calculated SPacific Woodtech Carp v only of the Handling&Installation v web adxenprs nor pad lead as shown lAinimum fftemedesign 'adoeuaoff of this mmponew based on gig 1.Reid Ranges mustna be mar Nwed t load bearing ma=3s Inches 1850 Park Lane rd spmadWe.of II and Inadxranther mo conhaclorl la Z.Refer to latent copy of the Moist producttble inweb o > For flat roots nor+de proper drainage w provam gurlin ion,WA 98233 ensure the component sutabnry or fie intended details for parting detests,stiffener tables,web hole pending 9 application.and to verify lne dimensions and lee ins. chart brndgog decals,multi ply fastening detain and (888)707-2285 handing/erection detail www.padf'fcw 1225,0h.oin Lumber 3.Damaged Mesta must not be used a.Designassumes to flangeto be laterallyICC-ES ESR•1225,APA PR-1262 I.Dry seance conditions.unless noted offnenmse by attached shealhlatg as speafied M gineering 2 IJoisi earlobe treated will fire reaudanl Or CaaOFve haled This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructm CSC I�Il" sumo Client Date: 12/17/2019 Page 222 of " Project: Input by: n 286 ISDeslgn Address: Job Name: 19662--3-4 T•"' PASSED Project#: RED ROCK CREEK COMMONS J9 PWJ-47 9.500" " Level:3RD&4TH Floors 1=(t 4 (1„ 1 I , 1;1 III ..f �� i11l r- - 2 / ��_.. 9 1/2" y . -,4 see I."--4. r-; -63j -4-•:; n, . .*` 1 Hanger(IUS2.37/9.5(Min)) 2 Hanger(IUS2.37/9.5(Mai)) 4'3/4" '�2 5/16" 1" 4'3/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead. Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 406 110 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 406 110 0 0 C Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<-100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 2.000" 56% 1101406 516 L D+L Hanger Analysis Results 2- 2.000" 56% 110/406 516 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 477 ft-lb 2'3/8" 3335 ft-lb 0.143(14%) D+L L Shear 492 lb 1 1/8" 1330 lb 0.370(37%) D+L L LL Defl inch 0.011 (L/4202) 2'7/16" 0.097(U480) 0.110(11%) L L TL Defl inch 0.014(U3309) 2'7/16" 0.194(U240) 0.070(7%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-0 to 4-0-12 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-0-0 to 4-0-12 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF ��� p pRQFFJs \� ��„1 N F 'Q `i' 9405 "9 ti r Exp. 12-31-2020 OREGON Certification is to verify the jolslbeam/truss to carry the loads 1./6, ate shown and/or for repair design.The applied lads, 4 V22,,9 !�r dimensions,and field conditions info was provided by others. 94]L� Fv" Digitally sealed The loads and dimensions must be verified and approved for r iON m-�'-- Dec.18,2019 the specific application by the project design professional. cra nears 5.Prelate lateral support at bearing points to avow CrIirer info Noteslateral displacement and rotation Calculated Slmcwrea Designs is responsible only of the Handling&Installation g.web stiffeners for pant load as shown minimum Pacific Lan Woodtech Corp slrucarm adeduaty of leis nos stint bawd M'.he t.blast ranges must dl be al is drilled point bearing lengths=35 itches 1850 Park Lane design anode reand0 beans shoes. It is Ind 2 Refer to latest spy of the!Joist product nt°rmanon 7.For flat roots Male Proper drainage to prevent Burlington,WA 98233 reseonsi Kiley or FR customer Mae,me dmraaor m details for earning delads.stiffener tablas.`.MC hole pendirh., $88 707-2285 ensure the component suitability of CO intended chart.bridging entails,multiydy fastening details and (888) applicator.and to verify lire dimensions and bads. bandlinglor°ation details www.padfiewoodlech.com Lumber 3 Damaged!Joists must nal be used ICC-ES ESR-1225,APA PR-L262 1.D service ccndi0ore,unless noted otherwise `I Design asswnes top forge robe laterally restrained Dry by attached sheathing or as specified in engineering 2 IJast not to be trcaled with Ore fHardani re conttsivc ,c.,„ This design is valid until 10/18/2022 Version 19,80.180 Powered by iStrucr" CS I umin oiiEr?',..Er?',..0 CSD f Client: Date: 12/17/2019 Page 223 of n,. Project: Input by: 286 isDesign Address: Job Name: 19662--3-4 Tww Project#: RED ROCK CREEK COMMONS J9 PWI-47 9.500" - PASSED Level:3RD&4TH Floors 111111111111111113 A AI I 1 MII�11IwN .1IL.i ... _..,.. _....,... •, ,7 7?"!..4.20m1010.1tommeiiiikiikd':r, ,-, 3t T ik v / 1 Hanger(IUS2.37/9.5(Min)) 2 Hanger(1362.37/9.5(Min)) r 4'314" / /—/2 5/16" / / 4'3/4n Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 24"o.c. Design Method: ASD 1 346 94 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 346 94 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSO Nailed and Temperature: Temp<=100°F Glued i General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1- 2.000" 48% 94/346 440 L D+L Hanger Analysis Results 2- 2.000" 48% 94/346 440 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 406 ft-lb 2'3/8" 3335 ft-lb 0.122(12%) D+L L Shear 419 lb 1 1/8" 1330 lb 0.315(32%) D+L L LL Defl inch 0.009(U4935) 2'7/16" 0.097(L/480) 0.100(10%) L L TL Defl inch 0.012(U3883) 2'7/16" 0.194(U240) 0.060(6%) D+L L Design Notes 1 Fill all hanger nailing holes. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 4-0-12 0-8-8 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 4-0-12 1-0-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 0-0-0 to 4-0-12 0 PLF 42 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 0-0-0 to 4-0-12 0 PLF 60 PLF 0 PLF 0 PLF 0 PLF��Q .a PROP. ,cam r1G1NF<c` /0 4 9405 `i 2 /- Exp. 12-31-2020 ln/1 OREGON Certification is to verify the joist/beam/truss to carry the loads shown and/or for repair design.The applied loads, `/Clt N,22, S. r dimensions,and field conditions into was provided by others. The loads and dimensions must must be verified and approved for 7 �1( e r Digitally sealed the specilic application by the project design professional. Rod M, C'v Dec.18,2019 Notes chemicals 5.Provldo lateral support at bearing poles to avoid Ma irofiletures Into Calculated Strud wed Des jrs is responvbin orgy of the Handling&Installation lateral displacement and rotation Pacific WoodteCh Corpstructural adequacy of tlbs component based an the 6.Web stiffeners for pant load as slrorn Mavmum 1.'Joist lls sl twsl not be al or drilled nt gad bearing design cream and loadings shown It is the Wi o ade proper er drainage 1850 Park Lane responsibitify of No customer andrar No convector to 2.details d lfrant wpy etof the Idael product Information lisle J.For flat roars pomade proper d2inage ea prevent Burlington.WA 98233 ensure the ca'nponent suitabuity or the intondod chart for Ire det detainatis stiffener nings,tab bad podding 9 application.and to venrythe dimensions and loads. chart.by'n,c 11an'ts.multi ply fastening details and (888) acific 707-2285 bamaged Uta tnmumM www.pacificwoodtech.com Lumber 3.Damaged Lbiata meal not be used l ICC-ES ESR-1225,APA PR-L262 I.Dry service condemns.unless noted olhervisp 4.Design assumes top Range to be laterally restrained 2.IJoist not to be sealed watt r✓o retardant or corrosive by attached sheathing or as pedried in engln¢Mn9 noes This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructTM' CSC I g RAW Malt Mtn Client: Date: 1/14/2020 Page 1 of 1 • i sDes A... Project: Input by: ign Address: Job Name: 19662--2nd FLOOR-REV-12-20-19 a Immumm Project 4: RED ROCK CREEK COMMONS J16 2.0E PWLVL 3.500" X 11.875" - PASSED Level:SECOND Floor 2 3 i / 1 • ACIFIC PACIFIC. PACIFIC. A,.. .'a*-- -irr .,.: , 11 7/8" / 1 Hanger 2 Hanger 10'91/4" '�31/2" 10'9 1/4" 4. Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 12.486"o.c. Design Method: ASD 1 320 220 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 680 477 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: 7/8 APA Rated Sturd-I- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 27 PSF 1 - 3.000" 8% 220/320 539 L D+L Hanger Analysis Results 2- 3.000" 13% 477/680 1157 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 2060 ft-lb 7'10 11/16" 22147 ft-lb 0.093(9%) D+L L Shear 1081 lb 97 7/8" 7897 lb 0.137(14%)D+L L LL Dell inch 0.022(U5679) 5'9" 0,263(L/480) 0.080(8%) L L TL Defl inch 0.038(U3349) 5'9 1/16" 0.526(U240) 0.070(7%) D+L L Design Notes 1 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 10-9-4 0-6-4 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 10-9-4 0-6-0 27 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Point 8-9-4 400 lb 560 lb 0 lb 0 lb 0 lb rPRQ>;�, 4,7 405 ' 2p2-31-2020 -CREGCra \ Certification is to verily the Dist ee ss to carry the loads \•s�\t/o, Y 22,`I; y shown and/or for repair design.The applied loads, \ �i dimensions,and field conditions info was provided by others. S,-Y/ A r " nS`'•eigltally sealed The loads and dimensions must be verified and approved for 1., y NI M. t` Jan.14,2020 the specific application by the project design professional. Notes chemicals n.For not rook Manufacturer Info provide proper drainage b prevent calcwatnd structured Designs is responsible oily orthe Handling 8 Installation p00thn9 Pacific Woodlech Corp structural adequacy of this wmporrent based on the 1 LVL beans must not be cot or dated 1850 Park Lane design alteda and loadrgs sown. It is the 2.Refer to manufacturer's product information responsibility me al the cuup and/« wu the contractor toregarding irvlalaton rremanls, 'edam Burlington,WA 98233 ensure the component sulabiWy of me intended federate details,beam strength values,and code (888)707-2285 appication,and to verily the dimensions and bad& apaara% www.pacificwoodlech.com 3 Lumber 4.Damaged Beams mostalgal be used APA:PR-L233,ICCES:ESR-2909 I.Dry service conatbns.uNex rated otherwise 4.Design assumes top edge is laterally restrained 2.LVL not to be traded with roe retardant or corrosive 5.Provide placeraloatasupport roattbearingationpointsto This design is valid until 10/18/2022 Version 19.80.180 Powered by iStructr" pa.w CSD I manse FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT . Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov r TO: Aryl DATE RECEI tl DEPT: BUILDING DIVISION h-i m EIVED FEB 20 2020 FROM: Lisa Lipe (Iisal@Imcconstruction.com) CITY OF TIGARD COMPANY: LMC Construction BUILDING r,;, slo 1 PHONE: 503-646-0521 By: __ RE: 11090 SW 68th Pkwy. Tigar., OR 97223 BUP2019-00081 (Site Address) (Permit Number) Red '''''•ck Creek of ► •ns (Project name o s .•ivrsro am: , o umber) ATTACHED ARE THE FOL ►O 111' TE Copies: Description: Ill % Copies: Description: Additional set(s) of p Revisions: Cross section(s) and d ails. \ Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculation Engineer's calculations. 3 Other(explain): Deferred £mil-Lams REMARKS: Value=$80,000.00 r FOR OFFICE USE ONLY Routed to Pe 't Tsec clan: Date: Initials: c✓ Fees Due: Ye ❑No Fee Description: Amount Due: 1 (�►, R,'t�,n.rt�/ $ s"6•/$ $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes o El Done nl,,,, plicant Notified: P% • Date: a&7 / -) Initials: ,,IX�J/ I:1Building\Forms\TransmittalLetter-Revivisioons.doc 05/25/2012