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Plans 96 Dec 18 11:04.35 M ;MENU'8u35FRWSD2 Alan Mascord Design 15031 2259161 0 ta 40 PRUP44 \s MOO 1035S° ■ AGIN,e z ( OW >4 4332 'P Ci • i 9 l 9 6 • - ORS r S .is• tM s ; p 9 24 ' 1(3 F. OPTIONAL CONC. SLAB ABOVE 1• I .6_ 1 1 ........... BAR 'N' I VERTICAL 1 •... ' '4 B 12' O.G. 2' CL- I CONT. HORIZ_ I t • GRANULAR BACKFILL \ ' Ic• AFTER CONCRETE SLAB ae .4 II I INSTALLED TYPCIAL C!7 • T 5 9GARD BAR 'M' I Approved . . . ' [ 1 VERTICAL ' }; tr I •} :, , 12' GRAVEL COL. Corditiorlaliy Jtpp ;;i.* I• 'i`�t•'• }� 2/3 WALL Hr. WI DRAIN TILE. only For onl the work as described in: . • 'Mil PE NO /Or,' 7- d�i 7 L�:t•,i 1 N �• I BAR •o' See Letter to: Follow . [ I Hi': °' 1 Attach. [ 1 t4.•} :t«. 1• HORIZONTA _ •.:t• I Job Addr t•.•}:t•.i 'ICI• 1 CONCRETE SLAB By: ------------ Date: t•� }.t•:4 r ••: t•;•:t 1 1 C •4 A 16' O.C. t...! t•p I HORIZONTAL _i1■10_`;;� I• - . — . . } - -- T —I - -r — -- 7� 8Q����.,t3 'I\ i• • N \ . - 4 F'c = 3,000 psi C / a' / A , F = 40,000 psi B , E.F.P. = 35 pcf S.B.P. = 1,500 psr I I-1 A C B BAR 'M' BAR 'N' BAR 'm' I 5 10' 10' 2 '4's * 18' O.C. •4's A 18' O.G. '4's o 18' O.G. l'.4' 1 1 3 '5's m 18' O.G. '4's A 18' O.C. '4's A I8' O.G. 9 1 1'43' 8' 4' -0' S's a 9' O.G. '4's A 15' O.G. '4's • 18' O.G. '0'-4' 2'-0' 2'-0' 4'-8' '6's • 9' O.C. 0 4's • 18' O.C. '4's O 16' O.C. J • I � . r � DETAINING WALL I SCALE : 1/2' • P-0' 35FRWSD2 ORIGINAL1 P .e+ f . .." O �� P�FF A 0* v � h�� a � � ' ` G INz i � � � �' Ri y .6% to z r 4 332 - ✓ + 1 1, .. - V C :t 110 ORE 1 1 — _ _ —_ — – - • 4,%•:i.:": 7;.14 , .1, : � C I ,. v r REBAR "N" • *r * i� T 24 AG v 0 /v F. Ro -� EXPIRES© 4 ¶? 2 "CLR GRANULAR • BACKFILL INSTALLED AFTER SLAB IS IN PLACE 04 REBAR - HORIZONTAL \ • 12" OC S REBAR "A"]- -_ - - -- • L REBAR "O" DRAIN . I TILE . I :. I r Iii , J CONCRETE SLAB J , \ • . i � � • ss 04REBARIl/ C . Ws A J 16' OC J V B O RIGINAL A RETAINING WALL DETAIL Al DRAWING NOT TO SCALE. SEE WALL SCHEDULE FOR DIMENSIONS F? : 35 ?cF RETAINING WALL SCHEDULE H W: A C B Bar "M" Bar "N" Bar "0" 5'-4" 8" 10" 10" 2'-4" #4 - 18" oc #4 - 18" oc #4 - 18" oc T-4" 8" 1' -2" 1' -2" 3' #5 - 18" oc #4 - 18" oc #4 - 18" oc 9 8" 1'-8" 1'-8" 4' #5 - 9" oc #4 - 18" oc #4 - 18" oc 10'-4" 8" 2' 2' 4'-8" #6 - 9" oc #4 - 18" oc #4 - 16" oc ALL SECTIONS: CONCRETE Fc 3000 PSI - REBAR GRADE 40 H 1 A1.2 -. Customer: Mascord Design Associates Rowell Engineering Project File 45 SE 102nd Sheet Number: 0 Portland, OR 97216 Al Date: 11117196 (503) 254 -6292 _ 3SFRWSD2 1AfELL RETAINING WALLCAD ./ -Software Release Number A1.2 Ver ENGINEERING CONSTANTS OTM Factor of Safety 1.5 Soil Density 110 Concrete Density 150 Stem Factor of Safety 1.7 PHIvu 0.85 Heel Factor of Safety 1.4 PHias 0.90 i PROJECT PARAMETERS Detail Number A Client Name Mascord Design Associates Sheet Number Al Project Number Project Name File Concrete Fc I 3000 I psi Max Soil Bearing Pressure 1500 psi Steel Grade 40 40000 Equivalent Fluid Pressure 35 Lbs/fM3 Wall Thickness I 8 I in Footing Height I 12 in , SECTION 1 DESIGN Rebar Stem Rebar Heel Rebar H, Wall Height ft. I 5.33 I ft Size OC Bar "M" Bar "N" Bar "0" B, Total Footing Length, in. 28 in 7-4" 4 16 303% 2427% 1439% A, Toe Length I 10 I in 10" 4 12 402% 3217% 1919% C, Heel Length ( 10 l in 10" 4 8 596% 4770% 2879% % OTM Factor of Safety 170% 2.55 4 6 786% 6285% 3838% % Max Soil Bearing Pressure 46% psf 686 4 • 5 934% 7469% 4606% Min Soil Bearing Pressure 411 psf 4 4 1150% 9202% 5757% %Allowable Shear Stress 9% kpsi 10 5 12 620% 4961% 2999% t 5 8 913% 7304% 4498% Size OC 5 4 1723% 13783% 8996% Rebar "M" 4 18 1 270% 6 8 1282% 10257% 6477% Rebar "N" 4 18 2162% 6 6 1662% 13295% 8636% Rebar "O" 4 18 1279% 6 4 2350% 18802% • _ 12954% SECTION 2 DESIGN Rebar Stem Rebar Heel Rebar H, Wall Height ft. I 7.33 I ft Size OC Bar "M" Bar "N" Bar "0" B, Total Footing Length, in. 36 in 3' 4 16 97% 777% 563% A, Toe Length I 14 I in 1' -2" 4 12 129% 1030% 751% C, Heel Length 14 In 1' -2" 4 8 191% 1527% 1126% % OTM Factor of Safety 137% 2.05 4 6 251% 2012% 1502% % Max Soil Bearing Pressure 70% psf 1,050 4 5 299% 2391% 1802% Min Soil Bearing Pressure 280 psf 4 4 368% 2945% 2253% %Allowable Shear Stress 19% kpsi 21 5 12 198% 1588% 1173% 5 8 292% 2338% 1760% Size OC 5 4 551% 4412% 3520% Rebar "M" 5 18 134% 6 8 410% 3283% 2534% Rebar "N" 4 18 692% 6 6 532% 4256% 3379% Rebar "O" 4 18 501% 6 4 752% 6018% 5069% :JRkiINAL 19413133FRWS02)Q.S1Dssi ? n 11/17/96 1:52 PM Paps 1 d 1 .;TION 3 DESIGN Rebar Stem Rebar Heel Rebar ' . H, Wall Height ft. I 9.33 I ft Size OC Bar "M" Bar "N" Bar "O" B, Total Footing Length, in. 48 in 4' 4 16 43% 341% 220% A, Toe Length 20 in V-8" 4 12 56% 452% 293% C, Heel Length 20 in 1'-8" 4 8 84% 670% 439% % OTM Factor of Safety 134% 2.02 4 6 110% 883% 586% % Max Soil Bearing Pressure 84% psf 1,254 4 5 131% 1049% 703% Min Soil Bearing Pressure 276 psf 4 4 162% 1292% 879% %Allowable Shear Stress 33% kpsi 36 5 12 87% 697% 458% 5 8 128% 1026% 686% Size OC 5 4 242% 1936% 1373% Rebar "M" 5 9 • 115% 6 8 180% 1441% 989% Rebar "N" 4 18 304% 6 6 233% 1867% 1318% Rebar "0" 4 18 195% 6 4 330% 2641% 1977% SECTION 4 DESIGN Rebar Stem Rebar Heel Rebar H, Wall Height ft. I 10.33 I ft Size OC Bar "M" Bar "N" Bar "0" B, Total Footing Length, in. 56 in 4 4 16 30% 243% 137% Length I 24 I in 2' 4 12 40% 322% 182% C, Heel Length 24 J in 2' 4 8 60% 477% 273% % OTM Factor of Safety 141% 2.12 4 6 79% 628% 364% % Max Soil Bearing Pressure 84% psf 1,264 4 5 93% 747% 437% Min Soil Bearing Pressure 359 psf 4 4 115% 920% 547% %Allowable Shear Stress 41% kpsi 45 5 12 62% 496% 285% 5 8 91% 730% 427% Size OC 5 . 4 172% 1378% 854% Rebar "M" 6 9 115% 6 8 128% 1025% 615% Rebar "N" 4 18 216% 6 6 166% 1329% 820% C _ Rebar "0" 4 16 137% 6 4 235% 1879% 1230% • ORIGINAL 1941 3t35FRWSD2.XLSIDssipn 11/17,56 2:04 PM Page 1 of 1 / ), 11 • (--.. P. I E ■ ' \ - 0 -_- - -,-- - --- - ••■"4, ra — •••;- 11 .' . / -, ' i I-- -- -------- .=_D i ------- ______ I : ...... „ . —.---- - ------------ - • --.&1.3>" 475 - -'''' ... ..._....... _ ..... ..... _._ .. X - - - - , i I 1 z . .,.. 1 / 1 - -,- " / 0 / / / / / / . .'. / • /. 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I . i 1 -; (r) ! • 10 1 1 '0 , --- I 0 i ..-.• --- ''''. . ........... ____ ..--- / ■ i 1 .k , • I . _ ..... :4‘......,.............„.........„?..... . / / oi C-ala N S E Ak. . AS 4 5cS z7446 ib's1 .. *-- 1 1 / % L-151- _ .... ._. -. ....,_ I t 11-5 r--- ...... / \ I\J • VV r t- ) r) 1.J 4-iT- / I I "---,,..„--.1, - --- ----- -- - -- - - i.r.__ i_ _ . , i 29 0 v - w i Lt,l.: Nr 1,3' 1/) ) 4 5 1 - zi-5 --1-x___1,0-1- _ 25 1 oca ,Ls, . - 'N 11 00 zor.). iz--. ... , c-I T\ 0- F T1 G ..\-:. • —C?J.T •t7 1 ---/''. I r.-- I-14-\ c'. !(-)(- -. , \----•• i A k 1 1-/■ P. ':', ‘.-- n v "i . ----'' •' 1 () 96 Dec 18 11 04 35 M.•.MENU BL,35FRWSO2 Alan Mascur(' Design 1503) 225 9161 'r ■ 1 WS C°� ��° s �� , l7.0 �'� v C 4332 'L # 44 91 9 6 Its C• kacitsTs ilia A -9l',oT 24 1e �C� .. ro o N F. B° OPTIONAL CONC. SLAB ABOVE I . I r "• I 1 ,I ~Y• `I:lb_ BAR 'N' I VERTICAL I 1• 0 4 ® 12' O.G. 2' CLR�I CONT. HORIZ_ 1 - - t - - GRANULAR BACKFILL I� • AFTER CONCRETE SLAB CITY OF TIGARD II INSTALLED TYPCIAL �_� r 1 BAR 'M• • .: I Approved VERTICAL — J . t " `t •'.t 1 o i ditionall Approved — �:i. ?..•r. 12 GRAVEL COL. Y PP [ 1 :OAie 2/3 WALL HT. W/ Foi only the work as described in: t••.!:t' 4 II DRAIN TILE. PERMIT NO../� 7 C ' /7 .1:1•1•83 •tSi•1344• 11 . t•..nt I I Se ;Letter to: Follow [ ] `' t••.1.t �� II BAR 'O . 1 :4 t• I I• HORIZONTAL • Attach [ ] _ *nt••.} t . • t••.t t••11 I Job Addr '• i: •%i 11 CONCRETE SLAB fay Date: � • !.!:t•!.!:t 11 � 4 ®I6' OTC. t•..•.t..• II U HORIZONTAL fi 71.14 II, _ v ``�� ,-- - j -,- ��i / 0 01 F = 3,000 psi / c } A i Fy = 40,000 psi B , EF.P. = 35 pcf LI) S.B.P. = 1,500 ps f 1 1-1 A C B BAR 'M' BAR 'N' BAR '0'1 5 10' 10' 2 •4's A 18' O.C. 0 4's * I8' O.G. S4's ®18' O.G. - I . -4' I 1 3'-0' S's ® 18 O.G. 0 4's a 18' O.G. '4's ® 18' O.G. 9 1'43' 1 4 S's A 9' O.G. 0 4'• ® 18' O.G.' •4's A 18' O.G. '0' -4' 2' -0' 2' -0' 4' -8' '6's O 9' O.C. •4's A 18' O.G. '4's 0 16' O.G. tt Cif-c3C- 12ETAINING WALL __ �: ,,, SCALE : I/2' • 1' -0' 35FRWS02 C _ • • 0 14F•R O g i3 PRpF �4 ° wn cav'' �,P �Q y r-` m. z � 433 :••., I 1 7 l'i, i , .., ORE r L — - - -- — — � ..� . - v • REBAR " N " - L 24 , G (v v ;b _,� ir A' ,i O I Y F. RO EXPIRES© T7 2 "CLR GRANULAR • BACKFILL INSTALLED AFTER SLAB IS IN PLACE #4 REBAR HORIZONTAL \ 12" OC REBAR "M" - - _ _ _ REBAR "O" DRAIN" TILEr- , n .. r , I CONCRETE SLAB 2 _I • ■ I i in L ` i • 5 t \ . 4 . L t f . \ , = • . , 1 4 .. . ___„. I / i , , • #4REBAR �/ ' C i W i A 5 16' Oc B V M ORIGINAL A RETAINING WALL DETAIL A l DRAWING NOT TO SCALE, SEE WALL SCHEDULE FOR DIMENSIONS F ?` 3S Pc.F RETAINING WALL SCHEDULE H W: A C B Bar "M" Bar "N" Bar "0" 5'-4" 8" 10" 10" 2'-4" #4 - 18" oc #4 - 18" oc #4 - 18" oc 7'-4" 8" 1' -2" 1' -2" 3' #5 - 18" oc #4 - 18" oc #4 - 18" oc 9'-4" 8" 1' -8" 1' -8" 4' #5 - 9" oc #4 - 18" oc #4 - 18" oc 10'-4" 8" 2' 2' 4' -8" #6 - 9" oc #4 - 18" oc #4 - 16" oc ALL SECTIONS: CONCRETE Fc 3000 PSI REBAR GRADE 40 Hf 1' A1.2 Customer: Mascord Design Associates Rowell Engineering Project: File 45 SE 102nd Sheet Number: 0 Portland, OR 97216 Al Date: 11/17/96 (503) 254 -6292 3SFRL D2 " ROWVELL RETAINING WALLCAD • Software Release Number A1.2 Ver (- ENGINEERING CONSTANTS Soil Density 110 OTM Factor of Safety 1.5 Concrete Density 150 Stem Factor of Safety 1.7 PHIvu 0.85 Heel Factor of Safety 1.4 PHIas 0.90 PROJECT PARAMETERS Client Name Mascord Design Associates Detail Number A Project Number Sheet Number Al Project Name File Concrete Fc 3000 psi Max Soil Bearing Pressure 1500 psi Steel Grade 40 40000 Equivalent Fluid Pressure 35 Lbs/ftA3 Wall Thickness 8 in Footing Height 12 in SECTION 1 DESIGN Rebar Stem Rebar Heel Rebar H, Wall Height ft. 5.33 I ft Size OC Bar "M" Bar "N" Bar "0" B, Total Footing Length, in. 28 in 7 -4" 4 16 303% 2427% 1439% A, Toe Length 10 in 10" 4 12 402% 3217% 1919% C, Heel Length 10 in 10" 4 8 596% 4770% 2879% % OTM Factor of Safety 170% 2.55 4 6 786% 6285% 3838% % Max Soil Bearing Pressure 46% psf 686 4 5 934% 7469% 4606% Min Soil Bearing Pressure 411 psf 4 4 1150% 9202% 5757% ( %Allowable Shear Stress 9% kpsi 10 5 12 620% 4961% 2999% 5 8 913% 73.04% 4498% Size OC 5 4 1723% 13783% 8996% Rebar "M" 4 18 270% 6 8 1282% 10257% 6477% Rebar "N" 4 18 2162% 6 6 1662% 13295% 8636% Rebar "0" 4 18 1279% 6 4 2350% 18802% . 12954% SECTION 2 DESIGN Rebar Stem Rebar Heel Rebar H, Wall Height ft. 7.33 I ft Size OC Bar "M" Bar "N" Bar "0" B, Total Footing Length, in. 36 in 3' 4 16 97% 777% 563% A, Toe Length 14 in 1' -2" 4 12 129% 1030% 751% C, Heel Length 14 ' • in ; l'-2" - 4 8 191% 1527% 1126% % OTM Factor of Safety 137% 2.05 4 6 251% 2012% 1502% % Max Soil Bearing Pressure 70% psf 1,050 4 5 299% 2391% 1802% Min Soil Bearing Pressure 280 psf 4 4 368% 2945% 2253% %Allowable Shear Stress 19% kpsi 21 5 12 198% 1588% 1173% 5 8 292% 2338% 1760% Size OC 5 4 551% 4412% 3520% Rebar "M" 5 18 134% 6 8 410% 3283% 2534% Rebar "N" 4 18 692% 6 6 532% 4256% 3379% Rebar "0" 4 18 501% 6 4 752% 6018% 5069% JH1NAL 19413135FRWSD2.XLSlDesign 11/17,96 1:52 PM Page 1 off , 4.- SECTION 3 DESIGN • Rebar Stem Rebar Heel Rebar 1-1, Wall Height ft. 1 9.33 ft Size OC Bar "M" Bar "N" Bar "O" ( B, Total Footing Length, in. 48 in 4' 4 16 43% 341% 220% ` A, Toe Length 20 in 1'-8" 4 12 56% 452% 293% C, Heel Length 20 in 1'-8" 4 8 84% 670% 439% % OTM Factor of Safety 134% 2.02 4 6 110% 883% 586% % Max Soil Bearing Pressure 84% psf 1,254 4 5 131% 1049% 703% Min Soil Bearing Pressure 276 psf 4 4 162% 1292% 879% %Allowable Shear Stress 33% kpsi 36 5 12 87% 697% 458% 5 8 128% 1026% 686% Size OC 5 4 242% 1936% 1373% Rebar "M" 5 9 115% 6 8 180% 1441% 989% Rebar "N" 4 18 304% 6 6 233% 1867% 1318% Rebar"O" 4 18 195% 6 4 330% 2641% 1977% SECTION 4 DESIGN Rebar Stem Rebar Heel Rebar H, Wall Height ft. I 10.33 I ft Size OC Bar "M" Bar "N" Bar "0" B, Total Footing Length, in. 56 in 4'-8" 4 16 30% 243% 137% A, Toe Length 24 in 2' 4 12 40% 322% 182% C, Heel Length 24 in 2' 4 8 60% 477% 273% % OTM Factor of Safety 141% 2.12 4 6 79% 628% 364% % Max Soil Bearing Pressure 84% psf 1,264 4 5 93% 747% 437% Min Soil Bearing Pressure 359 psf 4 4 115% 920% 547% %Allowable Shear Stress 41% kpsi 45 5 12 62% 496% 285% 5 8 91% 730% 427% Size OC 5 4 172% 1378% 854% Rebar "M" 6 9 115% 6 8 128% 1025% 615% Rebar "N" 4 18 216% 6 6 166% 1329% 820% C Rebar "0" 4 16 137% 6 4 235% 1879% _ 1230% • • ORIGINAL L9413L35FRWSD2.XLS1Design 11/17,96 2:04 PM Page 1 0/ 1 j / /�. -'� i ;1 •.l ! 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