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Specifications k451-2019- oO i436,,A C 2 I go 5tl chuodicytik. TODD MAUK R PE 11/19/19 19-77 r- 10' PH (707)975-2410 RECO �` .; LAKE SWEGONT RD \(`./'• LAKE OSWEGO, OR 97035 tma u re r_62®hotmc i l.com EN000INIEERO(t GLLc NOV 5 2019 OFFICE COPY CIT OF TIGARD BUI DING DIVISION Calculation for Mahan Patio cover 12180 SW Chandler Dr Tigard,Or References: OSSC,plans by"Pine Ridge Design" PG Calculation&Details 1-5 RECEIVED NOV 272019 CITY OF TIGARD BUILDING DIVISION 0.:0 PROFFis, A(ft, 0• ON (pc)) 0k.L__47-c\." � � EXPIRATION DATE:12713 1//0I By Todd Maurer P.E. OR Lic No. 81862PE Exp. 12/31/2020 3175 Edgemont Rd Lake Grove,OR 97035 MBL(707)975-2410 tmaurer_62@hotmail.com 11/20/2019 Mail-Mary Drey-Outlook IMG_0092jpg Download Full screen r Print 4 � �i - x ' b -55 • # ,. 1.a, t t �,� 3 R> , a . -- fin, k s s 1/1ohttps://outlook.live.com/mail/0/inbox/id/AQMkADAwATc3AGZmAGUtODE0ZCO2ZWJhLTAwAi0wMAoARgAAASNkmm71%2B4xlgtddo9%2FJY5gHAD4gzUDOdbZIo5z71An7L%2BAAAIBDAAAAD4gzU0.., 11/20/2019 Mail-Mary Drey-Outlook IMG_0093 jpg 4, Download / Full screen cJ Print rr 4 .> •k pi:, �r x it a4-£ . �'-4 , 'i . . �. ' ` . ' ,,:-A„mO ct az 9 a 2�, # ' x* tiy. 0i �. 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'h'` a htK ri *T79 ..., .. ....... x; .1-r--- a s ;,a' r ;, r . i 5 a I- ax #; '' ` rs°.q' ,, }a ,...'. https://outlook.live.com/maili0/inbox/id/AQMkADAwATc3AGZmAGUtODE0ZCO2ZWJhLTAwAiOwMAoARgAAASNkmm71%2B4xlgtddo9%2FJY5gHAD4gzU0odbZlo5z71An7L%2BoAAAIBDAAAAD4gzU0... 1/1 • TM ENGINEERING Project Title: 3175 Edgemont Rd Engineer: Project ID: 4 Lake Grove OR Project Descr: Printed:18 NOV 2019, 6:52PM Wood Beam File=\\mac\home\DOCU-CQ0\ENER-TSI\19-77.ec6 ENERCALC,INC.1983-2017,Build:r6in. 2.28,Ver:6.17.12.31 Lic.#:KW-06009832 Licensee:TM Engineering LLC Description: BM.01 COVERED PATIO ROOF BM CODE REFERENCES Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis MethoAllowable Stress Design Fb-Tension 2400 psi E:Modulus of Elasti Load CombinatiASCE 7-10 Fb-Compr 1850 psi Ebend-xx 1800 ksi Fc-PrIl 1650 psi Eminbend-x 950 ksi Wood Species DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi Wood Grade 24F-V4 Fv 265 psi Eminbend-y 850 ksi Ft 1100 psi Density 31.2 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.085�S(0.125) ; . K 7 5.5x10.5 Span=15.50ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load : D=0.0850, S=0.1250 , Tributary Width= 1.0 ft, (RF LDS) DESIGN SUMMARY Desi.n OK Maximum Bending Stress Ratio = 0.271: 1 Maximum Shear Stress Ratio = 0.124 : 1 Section used for this span 5.5x10.5 Section used for this span 5.5x10.5 fb:Actual = 748.83 psi fv:Actual = 37.64 psi FB:Allowable = 2,760.00 psi Fv:Allowable = 304.75 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 7.750ft Location of maximum on span = 14.651 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.171 in Ratio= 1087>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.287 in Ratio= 647>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.140 0.064 0.90 1.000 1.00 1.00 1.00 1.00 1.00 2.55 303.10 2160.00 0.59 15.24 238.50 +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.271 0.124 1.15 1.000 1.00 1.00 1.00 1.00 1.00 6.31 748.83 2760.00 1.45 37.64 304.75 +D+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.231 0.105 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.37 637.40 2760.00 1.23 32.04 304.75 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.047 0.022 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.53 181.86 3840.00 0.35 9.14 424.00 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.2872 7.807 0.0000 0.000 TM ENGINEERING Project Title: 3175 Edgemont Rd Engineer: Project ID: 5 Lake Grove OR Project Descr: Printed.18 NOV 2019. 6:52PM Wood BeamFile=\Unac\home\DOCU-CQ0\ENER-TSI\19-77.ec6 ENERCALC,INC.1983-2017,Build:6.17.2.28,Ver:6.17.12.31 Lic.# KW-06009832 Licensee:TM Engineering LLC Description: BM.01 COVERED PATIO ROOF BM Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.628 1.628 Overall MINimum 0.395 0.395 D Only 0.659 0.659 +D+S 1.628 1.628 +D+0.7505 1.385 1.385 +0.60D 0.395 0.395 S Only 0.969 0.969