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Specifications .n ROWELL RETAINING WALLCAD SWhvere Release Number B1.2 Version 8 1t28/97 RJM ENGINEERING CONSTANTS Soil Density 110 OTM Factor of Safety 1.6 Concrete Density 150 Stem Factor of Safety 1.7 PHvu 0.95_ Heel Factor nt Safety 1.4 Mae 0.90 Sliding Factor of Safety 1.5 Sliding Coefficient 0.35 PROJECT PARAMETERS Client Name I.kluiccird Design Associates. Distal Number A Project Number Sheet Number Al Project Name Cantilever Wag E'FP+-ii CP' Concrete Fc 3000 1 psi Max Sok Seerirtg Pressure _ 1500 pet Steei(trade 90 160000 Equivalent Fluid Pteesure _ 40_� Lb&M"3 Well Thkkneas I In Height o1 Soi.at Toe 1---6--1 h Footing Height 15 in SECTION 1 DESIGN H,Wail Height ft 1 4 1 ft B.Total Footing Length,in. 34 in 2-10" Reber Stem Reba, Heel Reber A Tile Length I In Size OC Bar"M" Bar"N" Bar'Cr C,Heel Length � 8" See in l'4' 4 16 1641% 12327% 1339% Running Length I Cale Length 1,00 1 ( 1 4 12 2037% 18292% 1785% S 0704 Factor of Salary a28% 4.92 4 8 3001% 24005% 2677% %Sliding Factor al Safety 101% 1.51 4 6 3929% 31430% 3570% %Max Soil Bearing Pressure 47% fief 706 4 6 4046% 37161% 4284% Min Sol Bearing Pressure 271 peer 4 4 66777% 45412% 6355 %Nbwable Shear Suess 4% leer 4 5 12 3119% 24649% 27e9% 6 8 4546% 36366% 4153% Ole 170 5 4 8299% 68390% 8387% Rabat"M" 4 19 1374% 6 8 6295% 50358% 8024% Reber"N" 4 le 10990% 8 6 8028% 64222% 8032% Reber"0" 4 . IS 1190% 8 4 ,10646% _ 87665% 12048% SECTION 2 DESIGN H,Wan 1lebntft r 8 I ft B,Total Fooling Length,In. 54 in 4'4' Reber Stem Roar Heel Reber A Toe Length 9 In 8" i Site OP Ber'M' Bar"N" Bar"0" C,Heel Length 38 in 3'2" 4 18: 290% 2392% 232% Running Length/Cak Length 1.00 1 _( 1 4 12 395% 3162% 309% %OTM FeCCtar of Safety 339% 8.09 4 8 682% 4658% 464% %Sliding Factor of Safety 100% 1.51 4 8 702% 8090% 619% %Max Sol Bearing Pressure 67% pat 1,011 4 6 001% 7211% 743% Min Son Bearing Pressure 386 Ref 4 4 1102% _ 8812% 928% %Movable Shear Stress 12% kpai 13 5 12 :E05% 484t% 483% 6 8 882% 7057% 725% Siva OC ,—5 4� 1610% 12883% 1450%__, Reber"M" '4 18 1 237% 0 8 1222% ....._.9772% 1044% Reber"N" 4 te.:.1 2133% 0 e 1558% 12462% 1392% Reber"0" 4 18 206% : 8 4 2124% 16982% 2008% SECTIONS DESIGN i H,Wall Height ft. 1 9 , ft f B,Total Footing Length,at 74 in 6'"2" Reba!' Stem Reber &Heel Reber A.Toe Length 9 81 8" SIze OC Bar"M" Bar"N" f Bar"O 1 C,Heal Length -a in 4,40" 4 16 104% 834% 4 81% ; Running Length/Cale Length 1013 1 I 1 4 12 138% 1102% 106% %OTM Factor of Safety 918% 5.22 4 8 203% 1623% 181% %Sliding Factor of Safety 101% 1.52 4 0 268% 2125% 215% S Max 805 Bearing Pressure 88%. pet 1,323 4 5 314% 2513% 258% Mtn Soil Bearing Pressure 476 pat 4 4 884%. 3871% 323% ._ %Allowable Shear Stress 26% Iq»t 27 6 t2 211% 1887% 189% 1 8 8 307% 2459% 252% i Size OC 6 4 661% 4489% 504% Reber"M" 4 9 181% 6 8 426% $408% 363% Reber 14" 4 II 743% 6 6 543% 4343% 484% Reber"O" 9 18 134% 6 4 740% 6921% 728% SECTION 4 DESIGN H,Wail Height R I_ 10.--_-.._.J It B.Total Footing Length,In 98 in 8'-2" Rabat Stem Raba( Heel Reber A Toe Length I 14 I In 1'.2" Size OC Bar"M" Bar"N" tier"O" C,Heel Length 78 in 6-4" 4 16 48% 383% 35% Running Length/CaleLength 100 f 1 I 1 4 12 83% 506% 46% %OTM Factor of Safety 382% 6.73 4 : 8 93% 745% 69% %&Wale Factor of Safety 101% 1.51 4 8 122% 978% 92%%Max Sol Bearing t Pressure 92% pet 1,386 4 5 144% 1154% 111% Min Soil Bearing Pressure 727 pet 4 4 178% 1410% 139% 16AIlowable Shear Stress 41% kpal 45 5 12 9716 776% 72% ;. 6 8 141% 1129% 108% Size OC 6 4 258% 2061% 21'7% Reber"M" r r 3 9 127% 6 8 195% 1563% 456% Reber"N" 4 19 341% 6 6 249% 1994% 208% i , Reber"0" 8 a 139% 6 4 340% 2718% 312% PM _.. 19413NWtwd wos-40 Pt:waist:wei r room tor Phl Nit l or 1 Use menu item Sittings>Printing& Title Block The Rt Cant 40 psi? Page:._._ to set these five lines of information Job# 12 ft Csenr. TTR Date: 5 FEB 2017 for your program. Description. This Wall in File:\1PREClSlON3901red0o\NEW FILEING SYSTEMCALCULATE\RetainPro 101cop nes.RPX Reta nPro(c)1227-201 S. Build t1.1S.7.02 License:'KW-aro 66012 ENGINEERING Cantilevered Retaining Wall Design Code;IBC 2012,AC1318-11,AC1530-11 License To Criteria :Soil Data 4 «.mow Retained Height = 11.00 ft Allow Soli Bearing = 1.500.0 psf • 1 Wail height above soil - 0.00f1 Equivalent Fluid Pressure Method Heel Active Pressure e 40.0 psf/ft ,,, Slope Behind Wall = afro r"" Height of Soil over Toe = 0.00 in Passive Pressure = 200.0 psi* ';. `i Water height over heel = 0.0 ft Soil Density,Heel c 110.00 pcf Soil Density,Toe s 0.00 pcf '.7""' '""'� i Foolingf j$oil Friction = 0.350 -II-0 Soil Soil height to ignore for passive pressure - 15.00 in Surcharge Loads 4 i Lateral Load Applied to Stem 4 i Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#tft Adjacent Footing Load = 0.0 lbs NOT Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf .Height to Bottom = 0.00 ft Eccentricity = 0,00 in NOT Used for Sliding&Overturning The above lateral load Wail to Ftg CL Dist = 0,00 h Axial Load Applied to Stem a f for eased 1.00 Footing Type Line Load y Base Above/Below soli 0,0 ft Axial Dead Load = 125.0 lbs Wind on Exposed Stern= 0.0 psf at Back of Wall Axial Live Load c 0.0 ibs {Service Level) Poisson's Ratio = 0 300 Axial Load Eccentricity : 0.0 in Design Summary I Stem Construction a 2nd Bottom Stem OK Stem OK Wall Stability Ratios Design Height Above Ftf ft= 5.00 0.00 Overturning - 6.13 OK Wall Material Above"Hi' = Concrete Concrete Sliding - 1.51 OK Design Method = LRFD LRFD Thickness = 10.00 10.00 Total Bearing Load = 12,936 Its Rebar Size = # 5 # 5 . .resultant ecc- = 4.24 in Reber Spacing = 12.00 5.75 Soil Pressure 0 Toe = 1,494 sf OK Reber Placed at = Edge Edge Soil Pressure 0 Heel = 989 psf OK Design e - 0.223 O.Bis Allowable = 1,600 es{ Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= AC1 Factored 0 Toe = 2,092 psf ACI Factored 0 Heel = 1,384 psf Strength Love lbs- 1,224.0 4.114.0 Footing Shear 0 Toe = 10.3 psi OK Moment....Actual Service Level ft-if= Footing Shear 0 Heel = 16.0 psi OK Strength Leve ft t0= 2.a48.0 1i►.084.7 Allowable = 82.2 psi Sliding Cates fvMoment:....Allowable ft4= 10,996,3 21,084.2 Lateral Sliding Force = 3,001.3 lbs Shear..,.Actual less 100°/.Passive Force= 0,0 lbs Service Level less 100%Friction Force = - 4,527.6 lbs Strength Leve psi= 12.5 41.9 Added Force Rer;'d = 0.0 lbs OK Shear,...Allowable psi= 82.2 82.2' .,.for 1.5 Stability = 0.0 lbs OK Wall Weight psf= 125.0 125:0 Reber Depth `d' in= 8.19 8.19 Masonry Data . fm psi= Fs psi Solid Grouting = Vertical Component of active lateral soil pressure IS Modular Ratio'n' _ considered in the calculation of soil bearing pressures Short Term Factor - Equiv.Solid Thick. Load Factors Building Code IBC 2012,AC1 Masonry Block Type = !Normal Weight Dead Load 1.400 Masonry Design Method = ASD I Live Load 1.700 Concrete Data Earth,H 1.700 rc psi= 3,000.0 3.000.0 Wind,W 1.300 Fy psi= 60.000 0 63,000.0 Seismic.E 1.000 Use menu item Settings>Printing&Title Block Title R1 Cant 40 psf Page: to*et these five lines of information Job a 12 ft : Dsgnr: TTR Date: 5 FEB 2017 for your program. Description.... This Wait in File:VtPRECISlON390iredcolNEW FILEING SYSTEM\CALCULATEIRetainPro 10tc p rws,RPX RetainPro(c)1007-2015, eutltl 11.15.7.02 License;K1ro"060556e7 Cantilevered Retaining Wall Design Code: IBC 2012,ACi 318.11,ACi 530-11 License To:ROWELL ENGINEERING i Footing Dimensions&Strengths ! Footing Design Results Toe width a 1.75 f T bat Heel Width = 8.67 Factored Pressure = 2,092 1,384 psf Total Footing Width = 10.42 Mu':Upward 3,142 47,954 it-# Footing Thickness = 15:00 in Mu':Downward = 402 60,078 ft-# Mu: Design 2,740 12,123 04/ Key Width = 8.00 in Actual 1-Way Shear = 10.34 15 99 psi Key Depth = 0.00 in Allow 1-Way Shear = 82.16 82.16 psi Key Distance from Toe = 1,00 ft Toe Reinforcing = #4 il)2 18.00 in fc = 3,000 psi Fy = 60,000 psi Heel Reinnforcing = #5 Q 7,00 in Footing Concrete Density '= 150.00 pcf Key Reinforcing = #4(18.00 in Min.As% 0:0018 Other Acceptable Sizes&Spacings Cover iM Top2.00 Ben.= 3.00 in Toe: Pt@ 7.41 in,#541)11.48 in,i#6@ 16.30 in,a?i 22:22 in,ik8O 29.26 in,#9@ 37 Heel:#4@ 7.41 in.#5e 11,48 in,#6@ 16.30 in.#7@ 22.22 in.no 29.26in,tt9e 37 Key: Not req'd:Mu<phi"5iambda"sgrtffc)'Sm j Summary of Overturning&Resisting Forces&Moments II OVERTURNING.,... .....RESISTING..... Force Distance Moment Force Distance Moment Item ibs ft ft-# lbs h ft-# Heel Active Pressure - 3,001.3 4.08 12.255.1 Soil Over Heel = 9,482.4 6.50 61,651.2 Surcharge over Heel = Sloped Soil Over flee = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load - Axial Dead Load on Stem= 125.0 2.17 270.8 Load(g Stem Above Soil= "Axial Live Load on Stem = = Soil Over Toe = Surcharge Over Toe = Total 3,001 3 O.T.M. 12,255 1 Stem Weight(s) = 1,375,0 2,17 2.979.2 Earth a Stem Transitions= Footing Weigh! - 1,953.8 5.21 10,179,0 Resisting/Overturning Ratio = 6.13 Key Weight = 1.33 Vertical Loads used for Soil Pressure= 12.936,1 lbs Vert.Component - Total= 12,936.1 lbs R.M.a 75,080.2 •Axial live load NOT included in total displayed.or used for overturning resistance.but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS considered in the calculation of Overturning Resistance Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Del©Top of Wait(approximate only) 0.044 in 1 he above c itcc:iaticn is net voila if tnrr iteet soil bes)ir,,,gpre;.suit.ex+eedsthat of ore toe. because the ti ou+then tend to iOatcintAlte roamed.p 1. 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 a ' Transmittal Letter R E) 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: Tom Hochstatter DATE RECEIVED: DEPT: BUILDING DIVISION -Ec, I V ED FROM: Rob Matthews FEB 2 3 ZOZZ COMPANY: Blue Palouse Properties CA IY OF iIGARL) lUILDING DIVISIONI By, PHONE: 503 936 3212 EMAIL: Robm@bluepalouse.com BVP2.o2.i-0030(a F3u 2 )21- OO 2 47— RE: 10893, 10849, 10871 Annand Hill Ct (WP702.t- co ' _ (Site Address) (Permit Number) Annand Hill Ct (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: as 1_copies:. Additional set(s)of plans. Revisions: Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. x 3 Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: This is adding a reinforcing schedule for retaining walls without a resisiting slab. FO t(WOCE USE ONLY . Routed to Permit Technician: Date:3- 1-2Z. Initials: -f-P Fees Due Yes ❑No Fee Description: Amount Due: O .� H r plc~ rv...,r; t. $ $ $ $ Special Instructions: • Reprint Permit(per PE): ❑Yes No ❑ Done Applicant Notified: Ir Date: 14-/ , Initials: 4 , ( ' i�