Specifications ROWELL RETAINING WALLCAD
Software Release Number RI 2 Version 0 1128/97 Red
ENGINEERING CONSTANTS
Soil Density 110 OTM Factor of Safety 1.6
Concrete Density 180 Stem Factor of Safety 1•7
PHivu _ MI5__ Heel Factor of Safety 1.4
pitlaa 490 Sliding Factor of Safety IA _
Sliding Coefficient 0.35
PROJECT PARAMETERS
Client Name IMescord Gees n Associates Detail Numoer( A ]
Project Number Sheet Numbed Al 1
Project Name Cantilever Wall EFP e49PCF
Concrete Fc 3000 ; psi Max Sol Bearing Pressure 1500 pet
Steel Oracle 80 j 80000 Equivalent Ruled Pressure 40 _ LbafB"3
Wall Thickness 8 In Height of Sod at Toe I 8 - 1 at
Footing Haight —'15 m
__,
SECTION 1 DESIGN
II,Wall Haight ft. 1 -4 I ft
B,Total Footing Length,In 34 in 2"10" Reber Seem Reber Heal Ratner
A Toe Length !t I In 8' _ Site CC .Bar"M" Bar"N" Bar"0"
C,Heel Length I 18 At 1".4" 4 16 1641% 12327% 1339%
Running Length/Calc Length 1,00 1 I 1 4 12 2037% 16292% 1786% '
%OTM Factor of Safety 328% 4,92 4 8 3001% 24006% 2677%
%Sliding Factor of Safety 191% 1.51 4 6 3929% 31430% 357092
%Max Sou Bearing Pressure 47% pit 708 4 8 4046% 37181% 4284%
Mir Sod Bearing Pressure 271 pat 4 4 6677% 45412% 635596_.
%Allowable Sheer Shen 4% 1,081 4 5 12 3119% 24949% 2189%
6 8 4548% 36366% 4183%
elm CC 5 4 8299% t 66390% 839716
Reber'' 1374% 6 8 6295% 50358% 8024%
Reber'Pi" Min 10990% 8 6 8028% 64222% 8032%
Reber"Cr 4 IIIECIII 1190% 8 4 10946% 87565% 12048%
SECTION 2 DESIGN •
H.Wall Heightfl liran R
B,Total Footing Length,In. • In 4t4r Reber Stem Rebel Heel Reber
A Toe Length E in 8" ' sue OC Bar"re Bar"N" Bar"O"
C,Heel Length * in 3'•2". 4 18. 209% 2392% 232% I
Running Length 7 Calc Length i OO 1 _.L 1 4 12 395% 3182% 309%
%OTM Factor of Safety 338% 309 4 8 682% 4668% 464%
%SiklIng Factor of Safety 150% 1,51 4 8 782% 6099% 619% •
%Max Sell Bearing Pressure 87% pat 1,011 4 6 901% 7211% 743%
Min Sod Bearing Pressure 986 pet 4 4 1102% 8812% 928%
%Allowa leShearStress 12%. Niel 13 b. 12 605% 4841% 483%
5 9 882% 7057% 725%
CC. 5 4 1810% ....__12883% 1450%-
Reba("M" 361% —e rt a 122296 9772% 1044% a
Reber"N" 2133% 6 8 1558% 12462% 1382% i
Reber ft,' 4 1t 206% 8 4 2124% 16992% L 2085%
SECTION 3 DESIGN
H,Wall Height ft I I I It
B,Total Footing Length,Si. 74 lee O-? Reber Stern Reber Heel Reber
A,Toe length I a in 8e Bice. OC Oar."M" Bar"N" I Bar"0"
C,Heal Length I Ill in 4'-10" 4 . 18 104% 834% 81% t
Running Length/Calc Length 1.00 1 7 1 4 12 138% 1102% 106%
%OTM Factor of Safety 348% 6.22 4 8 203% 1623% 181%
%Siding Factor of Safety 101% 1.52 4 8 266% 2125% 215%
%Max Sod Sealing Premium, A6% pat 1,323 4 8 314% 2513% 258%
Min Soil Bearing Pramual 475 pet 4 ' 4 884% _--._3071% 3239G_.,_
%Allowable Shear Stress 26% kpsl 27 6 12 211% 1887% 1881e
5 6 807% 245916 252%
SW CC 6 4 681% 4489% 504%
Reber lid" 4 '9 181% 8 8 426% 3406% 363%
Reber'N' 4 1* 743% 8 8 543% 4343% 434%
Reber`C7 8 15 134% 8 4 740% 6921% 728%
SECTION 4 DESIGN
H,Wall Height R (. 10 i. ft
0.Total Fooling Length,In 98 In 8'-2" Rabat Slam Reber Heel Reber
A Toe Length ® in 1'.2 Use CC Bar IA" Bar"N" filar"O"
C,Heel Length T8 In 6'-4' 4 16 48% 983% 35%
Running Length I Cale Length 100 t 1 I 1 4 12 83% 806% 46%
%ON Factor of Safety 382% a 18 4 8 9V11, 745% 69%
%Sliding Factor of Safety 101% 1.51 4 8 122% 916% 92%
%Max Sot Bearing Pressure 52% pet 1,386 4 5 144% 1154% 111%
Min Soil Bearing Pressure 727 psi 4 4 176% 1410% 139%
%Allowable Shear Stress 41% keel 45 6 12 879%. 775% 72%
6 - 8 141% 1129% 108%
Size CC 6 4 228%. 2061% 217%
Reber"M" [ 5 9 127% A 8 195% 1563% 168%
Reber"N" 4 19 341% 8 6 249% 1994% 208%
Reber"0" 6 9 139% 6 4 340% 2718% 912%
RN 10413a4raKd In S-40 PCAOstDougn 102491 tar MP**f al
Use menu item Settings>Printing&Title Block Title R1 Cant 40 psi Page . ._.. _._.
to set these five lines of information Job# 12 ft : Dsgnr: TTR Date: 5 FEB 2017
for your program. Derscription....
This Wall in File:ttPRECISION390\iedcolNEW FILEING SYSTEMiCALCULATE\RetalnPro 10tcop nes.RPX
RetainPra(c)1917-2015. Build 11.151.02
License:KW-00055037 Cantilevered Retaining Wall Design Code:IBC 2012,ACI 318-11,AC1530-11
License To:ROWELL ENGINEERING
Criteria isod Data
Retained Height = 11.00 fl Mow Soil Bearing = 1,500.0 psf
Wall height above soil _ 0 0p ft Equivalent Fluid Pressure Method •
Heel Active Pressure re 40.0 psf/ft
Slope Behind Wall - 0,00
Height of Soil over Toe = 0.00 in Passive Pressure = 200.0 psf/ft
Water height over heel = 0.0 ft Soil Density,Heel = 110.00 pci •
Soil Density,Toe = 0.00 pcf =--`°"""' '"""'1*'-"'°`
FootingilSoil Friction = 0,350 :r` `'
Soil height to ignore i .,,.. 1 _.. a._
for passive pressure = 15.00 in I •-
Surcharge Loads I Lateral Load Applied to Stem 4 !Adjacent Footing Load
Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft 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 Wall to Fig CL Dist = 0.00 ft
w.._ has been increased 1.00 Footing Type Line Load
Axial Load Applied to Stems bye factor of Base Above/Below Soil
Axial Dead Load = 125.0 lbs Wind on Exposed Stern 0.0 psf 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 I Stem Construction I 2nd _ Bottom
Stem 41K Stern OK
Wall Stability Ratios Design Height Above Fts ft= 5.00 0.00
Overturning = 6.13 OK We Material Above"Ht" = Concrete Concrete
Sliding .. 1.51 OK Design Method = LRFD LIFO
Thickness = 10.00 10.00
Total Bearing Load = 12,936 lbs Reber Size = # 5 # 5
. .resultant eco. = 4.24 in Reber Spacing = 12.00 5.75
Soil Pressure Toe = 1,494psf OK Reber Placed at = Edge Edge
Design Data
Soil Pressure Heel = 989 psf OK lb/FB+fa/Fa = 0.223 0.616
Allowable = 1,500 psf Total Force @ Section
Sot Pressure Less Than Allowable Service Level tbs=
AC1 Factored @ Toe = 2,092 psf
ACt Factored i Heel = 1,384 psf Strength Leve lbs= 1.224.0 4,114.0
Footing Shear CO Toe = 10.3 psi OK M Service
Footing Shear @ Heel = 16.0 psi OK Level ft-#
Allowable = 82.2 psi Strength Leve fl#= 2,448.0 15,084.7
SlidingAllCalks Moment.....Allowable ft4= 10,996.3 21,984.2
Lateral Sliding Force = 3,001.3 lbs Shear..,,Actual
less 100°,4 Passive Force= - 0.0 lbs Service Level psi
less 100%Friction Force = - 4,527.6 lbs Strength Leve psi= 12.5 41.9
Added Force Req'd = 0.0 lbs OK Sneer,...Allowable psi= 82.2 82.2
....for 1.5 Stability = 0.0 lbs OK Wall Weight psi= 125.0 125.0
Reber Depth 'd' in= 8.19 8.19
Masonry Date
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 =
Load Factors Equiv.Solid Thick e.
Building Code IBC 2012,ACt Masonry Block Type = Normal Weight
Dead Load 1.400 Masonry Design Method = ASD
Live Load
1.700 Concrete Data
Earth,H 1,700 fc = 3,000.0 3.000.0
Wind,W 1,3 Fy psi= 60.000 0 60,000.0
Seismic.E 1.000
Use menu item Settings>Printing 8 Title Block Title R1 Cant 40 psf Pane ___..8
10 Set these five lines of information Job# 12 tt Dsgnr. TTR Date: 5 FE 2011
for your program. Description..
This Wall in Fite:t'iPRECISION3901redco\NEW FILEING SYSTEMtCALCULL.ATE1RetainPro 10ticop rws.RPX
RetainPro(c)1987-2015, Build 11,14.1`.02
License:KW-06055407 Cantilevered Retaining Wall Design Code: IBC 2012,ACI3ii8 11,ACl 530-11
License To:ROWELL ENGINEERING
i Footing Dimensions&Stseingtlts I [—Footing Design Results
Toe Width a 1:75 n I_ bud
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 Of
Mu: Design = 2,740 12,123 ft-#
Key Width a 8.00in Actual 1-Way Shear = 10,34 15.99 psi
Key Depth s 0 00 in Allow 1-Way Shear = 82,16 82.16 psi
Key Distance from Toe = 1.00:ft Toe Reinforcing = #4 @ 18,00 in
fc = 3,000 psi Fy = 60.000 psi Heel Reinforcing = #5(9 7.00 in
Footing Concrete Density 150.00 pcf Key Reinforcing = #4 @ 15.00 in
Min.As% i= 0.0018 Other Acceptable Sizes&Spacings
Cover Top 2.00 @film.= 3.00 in Toe: ff46 7.41 in,00 11.4s in.#fr@ 16.30 in,#7 22,22 In,#8Q 29.26 in,#9'Qd 37
Heel.441§7.41 in;#5;r. 11.48 in,#6@ 16,30 in.#7tn 22.22 in,#8@ 29.26 in,#9(a?37
Key: Not read:Mu<phi"5'lambda'sertlfc)'Sm
Summary of Overturning &Resisting Forces&Moments
OVERTURNING...., RESISTING
Force Distance Moment Force Distance Moment
Item ibs ft ft4 lbs ft ft-#
Heel Active Pressure = 3001•3 4.08 12.255.1 Soil Overt 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 2.1 T 270.8
Load @ Stem Above Soil= *Axial Live Load on Stern _
= Soil Over Toe =
Surcharge Over Toe e.
Total 3.001 3 t3.T,M, 12,255 1 Stern Weights) = 1,375.0 2.17 2979,2
Earth i Stem Transitions=
Footing Weight = 1,953.8 5,21 10.179.0
Resisting/Overturning Ratio z 613 Key WOO! - 1,33
Vertical Loads used for Soil Pressure= 12,9363 1 lbs Vest.Component =
Totals 12,936.1 lbs R.M.= 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
Tiltii
s
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 itp Top of Wall(approximate only) 0.044 In
I he abc ve caicc ration Is not valid,if the Reel soil.be2rje pie uiti excel that;at tee:toy,
be low t'.te well would elate tendta totals lieu The ictarned sail.
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
2 Transmittal Letter
1 i<_;„h n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Tom Hochstatter DATE RECEIVED:
DEPT: BUILDING DIVISION iEGE1VED
FROM: Rob Matthews FEB 2 3 2022
COMPANY: Blue Palouse Properties vI IY OF CIUARL)
'UILDING DIVISIOI\ By. "
PHONE: 503 936 3212
EMAIL: Robm@bluepalouse.com BOP2o21-00 30 CO
guC'202I- on Le-2—
RE: 10893, 10849, 10871 Annand Hill Ct t 1Lfl ho"2 — co 2.iib'3
• (Site Address) (Permit Number)
Annand Hill Ct
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies; Description; 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:3- 1-2Z Initials:
—141
Fees Due. Yes ❑No Fee Description: Amount Due:
o +� Hr p) r-e.J. 04,d $ �J�--
S
S
S
Special
Instructions:
Reprint Permit(per PE): ❑Yes No ❑ Done
Applicant Notified: r Date: 31/ , Initials: e 1,