Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
21_ REVISION OFFICE COPY , I APPROVED weromia 1 ...... . ....... 1 i aupa0a1 - 00 %304 .1... i .., n, -. . ., .......____ ....., ,....., ........ ,:„..„...., 1: . . . . • 1 /0g75 ifX-Iti/ ///3 f/tZL q- , ,',./4::,?..-i'S/,4,,.):',',4"„'.1,4.1„.)7"..c.;.,, •-•6, ,., vi) PROfe ,kt'ik-. 45'ip - ' ,,,00 ,ts ,..t. ("<p,' L ,..,,..!•41..,... ..-, „•,), ,,.."--.)-1*-Q — '''' ..xc,TIN .k... /6?„ -'-'0,,,,',.>,,,,c),i, • ',.,•".."1),"12'.1.:''',C.Itc1*.t..,P7.::,.c.. ,,...-, <,v- ..-,.... .,•;.Pi ...t,; ,, ,1)1' , '" G.R4N-........•-`' '",:47, .4k- 5 67P r / ,,„;”?.:.,-?...„.,-,...c..-1,..-4:.-- ,:--ii',..'L ;;.;I:.:;,-Ti--, (.7.r,` ,.,;,-4,. .,,4>c,,,,:cf..:',,.,.;,.,.:k-,--).•';‘,. . ..1,1 i/ ,'':-T.-F.PA::'440;":: :fe•-;'.'::.;";,- ;....-,,‘1..., •-,„pb,,,,,,„:,,,:,,....:.,:, I 11#0' O GO F.,,z,,,FR 1.-1.' ,,,-,,,,,,,,,,---14.?".---e-----, ••• .,-)..:-.. ,,- .-.0...- . ! oksb ,,,E:q.71:-- :kL,,,.,,,,r-, A'-',' .,.,,,- ,O,'*,:;''Z'`-t'',1'1.1.',-,t1f1'('.,-'1.51.;',7.,' • , ' t 00, , 1-1 T ' :1 , u;,."FiL..7"ER 0,`,',',-i-",'":".•-q,':'''.4,J(.1,-.; (..0 . 1 EXPIRES:,DEC if I -•.-.eFR s '1.,;:;'1,;), ,,r.'-'1!..2'1:',,,, 2-1' '-'iN 1 ... .• - -----___--.- , C. , ,4 0 , ,, "-t,' •-'0,--t-P,4.;:sf).,4-, • -.".'4,‘F"nz!,), '';.,,,•,..,..'. ,',-..,- \ . , . . •, . ,.".:..",,,z..y.)0 4>,,N,...,.,:Tr.,,,,',...•,,, , . . , -.- ''''''. ''''.*:,",l'..:1;)-,'",::,'1,t,.• .) 1 1 ' , lit . s ° .,J ,..,,,„,,'7,A, •,,,",•,"•;,:fr,' ,. 1,,,P(..,,‘• 4);s1 , Pe ! '7 ..,. ,.,.. ..„—, . .. I ,i, , • I , , ,, . Ni- _ , . , , Ns • 1 1 : :.„ .,,, , ........„ „,...,... , 1 i . x .-::"..Z.,.. ',...',.i...E\IT FLLP::-.% PF5..F.:,...;k-E 1, t : . . Ess' 1 . Li._, . ,..,...... , . e, , ,....4 i '...,. ,.,--:-_, .::-.-- .•••,'i J.) ' ' - : "- - -•."---- .1'1 I ,-";',Z-R N '. '--.2.,,...,1,.s 'C'-'- it ! . , , I— —., ....,— ..,. ... ,..• ,-.,-, ,.....: !..;:. ...0.= i a P.' ? '..b :'-'0 "z-1. 6 la 0(7,... .- e r.- --,---, ! ''" -' 'z- ‘,"",•,-',. 1...'."....._.' , • ': .•/;;;" ,,,Z' I V. i E.,t‘' ' 3'-.2' '-- ,L, *4 c ..P.'. 0.(...; 1*4 e ,C" ••.,.....-...„ ; 4„,....L!,,,,,, ,,,,,,,,,..,, ,•,,,,,„,4,.....?,....,, I 5- c IF:. 0.:2: i• '0'-0' a- 1--2' 1C,' ,-1 e -.. „ t. 1 1.2 1 10" - - C..,: ,:;,;,,,,,, ''•.... (-", i... °.".‘••-7-, , , . .....,_..,....„.......„.,„...„................................... ......... , „...............,__„ , ..•• . . 1 • 5PEC-17-'[.0 I CC, 1'.0•4-6 ...'",.'",`,2.; 4sEC;:"1"e'S '-'"'...'",'F.."- `,-tE t.:;;ES!•::;.\ '.• R1""-'-'‘,., i 1 • C' 1;--IE cf."."'., C,'.."^-,. '1,--E --''.,1--.L"-I-FIT, RE-1•41NNra ....,-,......., 17;E5 C,.,..\,: L(..--1.;:,..4 TIC\6 • •• N\_my te—N" . . .. —, .... 14<... ,.......... : • ,.. .. .........,- ' ., ,... .,..— ,....._ ...,_ ..,, .. . , r ,•......--' i I ri' I 1 L i . 1 ,---••:,,,,,,,,,,,,,r-T. ,-;‘,.-, .'.•... , Ktt.,..-,.--7-7,..-T,i,:,4 '.`",.,i,...:•,-•-if , i [ , . , .,. :,..... „...,..,,,,.......,....,.,,..,„ :„., :-.,,..„,.,,....„.„..n r...... ,...,-7'-7 "--,.•- -7. t`-'1 . , ,:.'.e'',- . 0,4s..,=,.....,..,N -:.- '.:••:'•Z ;•..,•.• ;-t. r...A.,:i %.,4.4'4,,,,, 1 • •,•;,.n.....5.5,0. :.",'•-s 4?..,F kv '.....,,,:f. ;:t.',te+e 1 . . 1 ROWELL RETAINING WALLCAD Software Release Number B1.2 Version B 1/28197 RJM ENGINEERING CONSTANTS Soil Density 110 ODA4 Factor of Safety 1.6 Concrete Bergey 150 Stern Factor of Safety 1.7 PHIvu O.aS Heel Factor of Safety 1.4 Phase 0.90^ SiktIng Factor of Safety 1,3 Sliding Coefficient 0.35 —` PROJECT PARAMETERS Client Name f tYeacord peel n Associates t7eta4 Number A �..__ Project Number Sheet Number, Al Project Name Cardliever Welt ErPe40 PCF Concrete Fc 3000., f psi Max Soil Bearing Pressure 1100 pcf Steel Grade e0 Ia000 Equivalent Flukt Pressure F. 40� Lba/8"3 Wall Thickness I In Height of Sod at Toe r -.0 i in Footing Height 15 an SECTION 1 DESIGN H,Wail Height ft 14 1 R --_..__......... ...,_......__.. B.Total Footing Length,tn. 34 In 7-10" Reber atom Reber feel Reber A,Toe Length 8 in 8" Sine OC Bar"M" Bar"N" Bar'0" C,Hee1 Length L___j8 kt 1'-6" 4 16 1541% 12327% 1339% Running Length/Cale Length 1,00 I ( 1 4 12 2037% 16292% 1785% '. OTM Factor of Safety 328% 4,92 4 8 3001% 24005% 2677% %Sliding Factor of Safety 101% 1,51 4 . 6. 3920% 31430% 3570% %Man Soil Bearing Pressure 47% psi 706 4 5 4645% 37161% 4284% Men Sot Bearing Pressure 271 psi 4 4 6677% 45412% 5356% %Allowable Shear Stress 4% kpm 4 5 12 3119% 24849% 2189% 5 8 4546% 36360% 4183% Size OC 5 4 8299% 68390% 8367% Reber"M" I 4 1e ,.. 1374% 6 8 6295% 50358% 6024% Reber"N' ' t __ II 10990% 8 6 8028% 64222% 8032% Reber'0" 1 4 18 1190% 8 4 10945% 87565% 12048% SECTION 2 DESIGN H,Wan leghtft. ( e J tt • B,Total Footing Length,In. 54 in 41.6` Rebar Stem Rebar Heel Reber A,Toe length _8 in a" Size OC Bar"M"' Bar"N" Bar"O" C,Heel Length 39 In 3'-2" 4 16 _..-209%��._...2392% 232% Running Length f Calc Length 1.00 1 .r[.�1 _ 4 12, 396% 3162% 309% %OTM Factor of Safely 339% 4 8 : 682% 4658% 464% %Sliding Factor of Safety 100% 1,51 4 6 782% 8099% 619% %Max Sot Bearing Pressure 67% pat 1,011 4 5 901% 7211% 743% ; Min Sod Bearing Pressure 366 pat 4 4 1102% 8812% 925% %Allowable Shear Stress 12% kpsi 13 5 I. 12 806% 4841% 483% 5 4 882% 7057% 725% Size OC� 5 4 1510% 12683% 1450% ......a-_. _.._..... _.._ Reber"M" 4 to 267% 6 8 1222% 9772% 1044% _ Rebar"N" 4 18 2133% 8 6 1558% 12462% 1392% Reber"0" 4 1e „ 206% 6 4 2124% 16992% 2086% -- _-_ SECTION 3 DESIGN H,Wall Helghlft r d� ft 8,Total Footing Length,In. 74 In 8'-2" Reber Stem Reber Heel Reber A,Toe Length 8 in: 1r Size OC Bar."M" Bar le" Bar"O" C,Heet Length 58 In;, _... 4'-10" 4 . 16 104% 834% 61% Running Length/Cale Length t.00 1 _' 1 4 12 138% 1102% 108% %OTM Factor of Safety 348% 6.22 4 a 203% 1623% 161% %Sliding Factor of Safety 101% 1.52 4 e 268% 2125% 215% %Max Bolt Bearing Pressure 88% pat 1,323 4 5 314% 2513% 258% Min Sod Bearing Pressure 476 pat - 4 4 884% 3071% 323% %Nwwede Sneer Stress 25% kpal 27 5 12 21 1% ie67y087%,, 165% 5 8 307% 2459%. 252% Size _OC 5 4 561% 4489% 504% Reber"M" 1 4 - 9 181% 6 8 426% 3405% 363% Reber"N" 4 18 743% 6 6 543% 4343% 484% Reber"CV _5 15 134% 6 4 740% 6021% 726% /.,. SECTION 4 DESIGN H,Wail Heightft (.._......la..._,1 II B..Total Footing Length,in. 98 in 8'-2" Reber Stem Reber Heel Reba, A,Toe Length 14 In. 1'-2" Size OC Bar"M" Bar"N" Bar"0" C,Heel Length 76 in 6-4" 4 .._..... 18 48% 383% 35% I. Running Length/Cain Length 100 I 1 I 1 4 12 83% 506% 46% f %OTM Factor of Safety 382% 5.73 4 8 63% 745% 69% 1. 94 Sliding Feeler of Safety 101% 1.51 4 6 122% 976% 02% %Max Sod Bearing Pressure 62% pet 1,386 4 5 144% 1154% 111% Mkt Sod Bearing Pressure /27 psi 4 4 176% 1410% 139% %Allowable Shear Stress 41% keel 45. : 5 12 97% 775% 72% 6 8 141% 1129% 108% Size_ OC 5 4 253% , 2061% 217% Rebar"M" 3 9 127% 8 8 195% 1563% 156% Reber"N" 4 19 341% 6 e 249% 1904% 208% Rebar"0" ( 6 9 139% 6 4 340% 2718% 312% 4 RM 1.wa1714f4rcwa i cos-a PGP.xn0a..0,,162491 144 PMPae r d 1 Use menu item Settings>Printing&Title Block Title RI Cant 40 psf Page. . to set these five lines of information Job 0 12 ft : Dsgnr TTR Dale: EFEB2017 for your program. Description.... This Walt in File ePRECISION390\redco\NEW FILEING SYSTEKCALCULATETtelainPro 10\cop tws RPX RetainPro(01957-2015. Build 11.15,7.02 License:KW-06055607 Cantilevered Retaining Wall Design Code: IBC 2012,ACI 318-11,AC1 530-11 License To:ROWELL ENGINEERING , . Criteria I Soil Data 1 ' ' -Retained Height = 11,00 ft Allow Soil Bearing = 1.500.0 psf • ' .,1 Equivalent Fluid Pressure Method Wall height above soil = 0.00 ft < " i Heel Active Pressure = 40.0 psf/ft Slope Behind Wall = 0.00 • )).i = Height of Soil over Toe = 0,00 in Passive Pressure = 200.0 es:eft I Water height over heel = 0.0 ft Soil Density,Heel = 110.00 pcf • Soil Density,Toe = 0.00 pcf -t FoolingliSoil Friction = 0.350 . Its.:' 1-•-•-1- Soil height to ignore -,. I. it- for passive pressure = 15.00 in , ..,.. . „...... Surcharge Loads I Lateral Load Applied to Stem I ,Adjacent Footing Load Surcharge Over Heel = 0,0 psf Lateral Load = 0.0 ft/ft Adjacent rooting Load = 0.0 lbs NOT Used To Resist Sliding 6 Overturning Footing Width 0.00 ft ...Height to Tot. = 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 Wall to Fig CL Dist = 0.00 ft has been increased 1.00 , ! Axial Load Applied to Stem Footing Type Line Load bye factor of / Base Above/Below Soil Axial Dead Load = 125.0 lbs Wind on Exposed Stern ..o 0.0 psi at Back of Wall :-... 0.0 ft Axial Live Load = 0.0 lbs {Service Level) Poisson's Ratio = 0,300 Axial Load Eccentricity = 0.0 in Design Summary I Stem Construction I 2nd Bottom , I Stern r:;K Stem OK Wall Stability Ratios Design Height Above Ftc ft= 5.00 0.00 Overturning = 6,13 OK Wall Material Above"Ht" = Concrete Concrete Sliding = 1.51 OK Design Method = LRFD LRFD Thickness = 10.00 10.00 Total Bearing Load = 12,936 lbs Rebar Size =• # 5 # 5 . resultant eco. = 4,24 in Reber Spacing = 12.00 5.75 Reba(Placed at = Edge Edge Soil Pressure @ Toe = 1,494 psf OK Design Data Soil Pressure t Heel = 989 psf OK fteFB *fa/Fa = 0.223 0.606 Allowable = 1,500 psf Total Force c Section Soil Pressure Less Than Allowable Service Level lbs= AC1 Factored @ Toe = 2,092 psf ACI Factored @ Heel = 1,384 psf Strength Leve lbs= 1,224.0 4.114,0 Moment„...Actual Footing Shear @ Toe = 10.3 psi OK Service Level ft-#= Footing Shear @ Hee = 16.0 psi OK Strength Leve ft-#= 2,448,0 15,084.7 Allowable ,-., 82,2 psi Moment_Allowable ft-#= 10,996,3 21,984,2 Sliding Calcs Lateral Sliding Force = 3,001.3 lbs Shear.-Actual less 100%Passive Force•,-. - 0,0 lbs Service Level psi= less 100%Fiiction Force = - 4,527.6 lbs Strength Leve psi= 12.5 41,9 Added Force Req'd = 0.0 lbs OK Snear,..Allowable psi= 82.2 82,2 ....for 1.5 Stability = 0.0 lbs OK Wall Weight pst= 125.0 125.0 Reber Depth `cr in= 8.19 8.19 Masonry Data I'm 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 Load Factors Building Code IBC 2012,ACt Masoory Block Type = Norma!Weight Dead Load 1.400 Masonry Design Method = ASD Live Load 1,700 Concrete Data fc psi= 3,000.0 3.0000 Earth,H 1.700 Fy psi= 60.000 0 63,000.0 Wind,VV 1.300 Seismic.E 1.000 , . . . . Use menu item Settings>Printing&Title Block Title R1 Card 40 psi Page: to set these five lines of information Job# 12 ft : Dsgnr. TTR Date: 5TEE4'-017 for your program. Description, This This Wail in File:`.‘PRECISION390\reticd,NEW FILEING SYSTEM\CALCULATERetanPro lfAcop rws.RPX RetainPro(c)1917-201S, Budd 11.10.02 License:KW-06055807 Cantilevered Retaining Wall Design Code: IBC 2012,ACI 318-11,ACI 530-11 License To:ROWELL ENGINEERING Footing Dimensions&Strengths I Footing Design Results Toe Width = 1.75 ft Igs tleel Heel Width = 8.67 Factored Pressure = 2,092 1,384 psf ......... . Total Footing Width ..- 10.42 Mu':Upward = 3,142 47,954 ft--# Footing Thickness = 15.00 in Mu':Downward ,--- 402 60,078 ft-# Mu' Design = 2,740 12,123 ft-If 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 fl Toe Reinforcing = #4 @ 18.00 in fc = 3,000 psi Fy = 60,000 psi Heel Reinforcing = #5 i 7.00 in Footing Concrete Density = 150.00 pcf Key Reinforcing = #4 @ 18.00 in Min.As% = 0.0018 Other Acceptable Sizes&Spacings Cover @ Top 2 00 @ 8tm,-"= 3.00 in Toe: #4@ 7A1 .n,#5@ 11.48 in,#6@ 16.30 in,#7@ 22.22 in,#6@ 29.26 in,#9@ 37 Heel.#4@ 741 in,#5,e 11.48 in,#6@ 16.30 in,#7@ 22„22 in,#8@ 29.26 in,#9@ 37 Key: Not req'd:Mu<r3hi"5`lambda'sqrttfc)*Sm , I Summary of Overturning &Resisting Forces&Moments, ....OVERTURNING.... __RESISTING__ Force Distance *Moment Force Distance Moment item lbs ft ft-If lbs ft 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 Hee = 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 @ Stem Above Soil= •Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Total 3.001 3 0,T,M 12255 1 Stem VVeight(s) = 1.375 0 2.17 2,979.2 , , Earth @ Stem Transitions= -.= . Footing Weighs = 1,953.8 5.21 10,179.0 Resisting/Overturning Ratio = 8.13 Key Weight = 1.33 Vertical Loads used for Soil Pressure= 12.936.1 lbs Vert.Component = Total= 12,936.1 Ills R„Iiii.0 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 calcJlation of Overturning Resistance Tilt I 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 Deft a Top of Wall(approximate only) 0.044 in It*above c sic,..trme,r.il.L..rci w.kLi..1,t 7,f2treei sr,./11lleokirg..pi.e.....suie t..-xl..ei:,-.2..:iii.c ii ,..-t too, because the eoal k,,,,90,:?,1)en tEnd 10 10ia.IC:inn 11}e.itlailIK1. 0,1 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 )4 Transmittal Letter 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Tom Hochstatter DATE RECEIVED: DEPT: BUILDING DIVISION -;IEGEIVED FROM: Rob Matthews FEB 2 3 2021 COMPANY: Blue Palouse Properties ;;l I Y OF CIGNHI) PHONE: 503 936 3212 lUILDING DIVISION By: EMAIL: Robm@bluepalouse.com 80P7-o2.1-00 30 Co fatP2o2t- oo 2_02- RE: 10893, 10849, 10871 Annand Hill Ct 2Crit- oC00 22,3 (Site Address) (Permit Number) Annand Hill Ct (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copia: Description:ti Copies: Description: Additional set(s)of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. 7 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. FOR OFFICE USE ONLY Routed to Permit Technician: Date:.2- I- Initials: - Fees Due. Yes 0 No Fee Description: Amount Due: Hr pl $ y�- $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes No ❑ Done Applicant Notified: Date: 3k-1 Initials: tt .