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Specifications (13) AcrA0/C.- RECEIVED 13 u 0(-7 CT ENGINEERING MAR 2 3 2016 Structural Engineers 180 Nickerson Street Suite 302 Seattle, NA 98109 INC. CITY OF TIGARD 206.285.4512 (V) 208.285.0818 (F) BUILDING DIVISION #13124 Structural Calculations Single Family Decks Oregon Design Criteria: 2012 IBC (2014 ORSC, 2014 OSSC) ASCE 7-10 �o PRo- � N4- W �FF 4REGflk, ,�lFs 212 '\°&F& ‘''''P F �� 04/07/15 Client: Polygon Northwest Company 109 East 13th Street, Suite 200 Vancouver, WA 98660-3229 Ph: 360.695.7700 Fax: 360.693.4442 Architect: Milbrandt Architects 25 Central Way, Suite 210 Kirkland, WA 98033 Ph: 425.454.7130 Fax: 425.646.0945 180 Nickerson St. CT ENGINEERING Suite 302 I N C. Seattle,WA ✓ 98109 Project: �� / GIGl� bate: �� (206)28S-4512 PAX: Client: Page Number: (206)285-0618 Ver.. // Tarz 4-Aga&rmR "1. //47/ y'06 x /Co'G" -1)104. zol>9/4- /s36 os$G zn�a ;to. eli6,; 2S //'y,7 pv-014) eto /0.500 Lt.-- m•-►firIA/ G TfOurn. Jrn4'1� G s, 2 I 221>tfZis%•fi,_ /11= .7aa),)2/ o Sao. # •gar eiz = 70(&) /teaVAler a 2 G1/= (%lz+ 2-) Cito, z0$/A). 312/R&A ,�� '�,� .- )0"S ry"v0 fir' (0•ft/e e. �. :1" L Oat,77/V cs� M"% 3/Z(0)1 Z�!% /�?ys 3ize2,S)24. s lel' • 0.13eNc /11"1 /J-/y e0.7.'m b''Ye zpfrjd� 6to l-l2/vye; `�- 4-07 5e a frtt,e G = / ' ' /€. / s0-)ie i,//= L// 0////01: /3, 01/01 :R /477-44d tag ' t Tv /Le l4Lt k'/7 0,420" t Le7P6 4.04 e wer 41,2ar, e9r coteoNvs/ X139 r ~pp r":16(k ,moi-4'O 4-ap 4-a0/4-6,c2/fi'f"fes' ✓/+!J%M,l1/'t41 ' Structural Engineers C T E N G I N E E R I N G 180 Nickerson St. Suite 302 ]n I N C. Seattle,WA Project: /04-Yya 1 5 Pr ve0Date: /WI- 98109 (206)285-4512 Client: PAX: Page Number: (206)285.0618 /2414,i/✓G 1. RQ/i,/NG 'a: '6 J 15/ O7-7,1141-S. /WV 5,,400,54./ �T2Za S /rogg /0.0, r4 fig ter--Ak,,rz,. , raieex Ark,/ gay Grams ite 510„ t L'4G 5t2.otvs ,g i ✓"41,✓04-cilYZ Ili ,, "saw/ • m,, LTJ a �� drt-ui 5 - Zat, #P91/4"- p t, Zv 44-/ler /VW.; Ar 5' &, I• Z4.3 (-eV ti 1K0"1-5. fri 61," t/4 4tt4,t zoo' = 9/09 # 6-1,tr 7-.= .9 X00 3173 ! 0) 0772 = d Soo* d t. zs- Wit) zx Structural Engineers R J4 BASEMENT 10-13-15 11:01am 1of1 CS Ream 4.21.0.1 kmBeamEngine 4.13.8.1 Materials Database 1534 Member Data Description: Member Type:Joist Application: Floor RECEIVED Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC OCT 2 5 2016 Live Load: 40 PSF Deflection Criteria: L/480 live, L/240 total Dead Load: 12 PSF Deck Connection: Glued&Nailed CITY OF TIGARRD Filename: Beam1 L LJIW N DIVISION I 1060 � 1000 ®/ 2060 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 302# — 2 10' 6.000" Wall DFL Plate(625psi) 3.500" 3.500" 870# — 3 20' 6.000" Wall DFL Plate(625psi) 3.500" 1.750" 287# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 239#(179p1f) 63#(47p1f) 2 669#(502p1f) 201#(151p1f) 3 229#(172p1f) 58#(43plf) Design spans 10' 3.375" 9' 9.375" Product: 9 1/2" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 654.'# 2820.'# 23% 4.33' Odd Spans D+L Negative Moment 874.'# 2820.'# 30% 10.5' Total Load D+L Shear 441.# 1220.# 36% 10.49' Total Load D+L End Reaction 302.# 1151.# 26% 0' Odd Spans D+L Int.Reaction 870.# 1775.# 49% 10.5' Total Load D+L TL Deflection 0.0643" 0.5141" L/999+ 4.85' Odd Spans D+L LL Deflection 0.0540" 0.2570" L/999+ 4.85' Odd Spans L Control: Max Int.React. DOLs: Live=100% Snow=115% Roof=125% Wind=160% rµq, ,�.y Nl product names are trademarks of their respective owners KAMI L HENDERSON EWP MANAGER St ongTie Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS 'Passing is defined as when the member,floor Joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design BEAVERTON,OREGON Host be reviewed by a qual ed designer or design professional as required for approval.This design assumes product installation according to the manufacturer s specifications. cnl-R.cR-QRM J4 BASEMENT 10-13-15 Roseburg 11:01am A Font Products Company 1 of 1 CS Beam 4.21.0.1 1mrBeamEngine 4.13.8.1 Materials Database 1534 Member Data Description: Member Type:Joist Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/480 live, U240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename: Beam1 1060 1000 2060 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 302# — 2 10' 6.000" Wall DFL Plate(625psi) 3.500" 3.500" 870# — 3 20' 6.000" Wall DFL Plate(625psi) 3.500" 1.750" 287# — Maximum Load Case Reactions Used for applying pond bads(w line loads)to carrying members Live Dead 1 239#(179p1f) 63#(47plf) 2 669#(502p1f) 201#(151p1f) 3 229#(172p1f) 58#(43p1f) Design spans 10' 3.375" 9' 9.375" Product: 91/2" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 654.'# 2820.'# 23% 4.33' Odd Spans D+L Negative Moment 874.'# 2820.'# 30% 10.5' Total Load D+L Shear 441.# 1220.# 36% 10.49' Total Load D+L End Reaction 302.# 1151.# 26% 0' Odd Spans D+L Int.Reaction 870.# 1775.# 49% 10.5' Total Load D+L TL Deflection 0.0643" 0.5141" U999+ 4.85' Odd Spans D+L LL Deflection 0.0540" 0.2570" U999+ 4.85' Odd Spans L Control: Max Int React. DOLs: Live=100% Snow=115% Roof=125% Wnd=160% SIMPSONAll produdnames are trademarksofthew respectivemilers KAMI L HENDERSON llrie' Coppogtd(c)tots by simpaon st ng ne co parry Ine.nl Rlelirs Reserrvrn. EWP MANAGER PACIFIC LUMBER&TRUSS "mPide eweedy aa qwfiddmesembeerrw w obasmsiooiradserreqowfonr=71=r jeable wThmnsicable sdeprognuataalooLoadcsc,oLrdoandging tCnmitaictpans listced on his sheet.The design BEV8R- O6N3,OREGON • E3 Roseburg J3 MAIN 11:02a 5 l l:oaarrl A Forest PrcxluitsC ompan 1 of 1 CS Beam 4.21.0.1 kmBeamEngne 4.13.8.1 Materials Database 1534 Member Data Description: Member Type:Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live, L/240 total Dead Load: 12 PSF Deck Connection: Glued&Nailed Filename: BeamI 19 7 0 19 7 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) N/A 1.750" 821# — 2 19' 7.000" Wall DFL Plate(625psi) N/A 1.750" 821# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 631#(395p1f) 189#(118p1f) 2 631#(395p1f) 189#(118p1f) Design spans 19' 8.750" Product: DBL 11 7/8" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS Minimum 1.75"bearing required at bearing#1 Minimum 1.75"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4048.'# 7280.'# 55% 9.79' Total Load D+L Shear 821.# 2840.# 28% 0' Total Load D+L TL Deflection 0.4605" 0.9865" U514 9.79' Total Load D+L LL Deflection 0.3542" 0.4932" U668 9.79' Total Load L Control: LL Deflection DOLs: Live=100% Snow---115% Roof=125% Wind=160% SIMPSON All product names are trademarks oftheirresperiveoseers KAMI L HENDERSON EgTJe',. Copydg d(C)2015 by Simpson Strong-Tie Conpany lnc.ALL RIGlirs RESERVED WP MANAGER PACIFIC LUMBER&TRUSS "Passing is defined as when the member,floor joist,beam or girder,shown on tlds drawing meets applicade design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design BEAVERTON,OREGON must be reviewed try a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. 503-858-9663