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1698 MARITIME OAK DR -STEM WALL REV. DWG 4'-8" 4'-1 5'-6- -,CONNECT MONO TO STEMINALL w/2-#5x30 PAVERS TYPICAL WALL FRAMING AND ANCHORAGE BY OFHERS DOWELS EPDXIED 4" MIN PER CONSTRUCT�ON SPEC& 4 PROVIDIF 2- #4x4'- Q' 1#5 CONTINUOUS, PROVICE 'A; ER BARS (-YPIC CORNER CRACK BARS CORN AT SLAB MID-DEPTH. IL S1.01 I V) < d I z _j SLAR ON GRADE, LLI "ksl.ol)/ SEE Pl AN F_ sim V) A� E N 11 4" +28' ..... .... 4�1 WALLIS GRE ATER TH 00 91 8' 4' 1 Lij SLAB 0 CH, NO Ir ON 4' 0" HIC , \ ;IFY E,C.R. z OR TE FOR TEMPORARY BRACING 5 GRAPE M ONA < �,YC P-l-W _j F-- C:) 'tIT � S1.01 5 SEE PLAN LLA OUT AW ST C:) STEMWALL REINFORCEMENT < -0 MATCH Ln CPU #4 DOWEL 1 (7� CM Ln L COURSES REINFORCING WALL REINFORCING. — 7F2.0 h4 VERT. TO 6 @ 48"O.C, " CONT. CONCRETE FOOT.NG _j _j F2.0- 7 TO 10 #_-VERT. @ 24 C) 0 ;Z:-- 8%16" 11-STORY, w/(2)#4 CONT. C) P 11 TO 12 VERT. @ 8 O.C. L_ __j 10%20" 2-STORY, W/(3)#4 OR (2)#5 CONT. S7EMWALLS OVER 6 COURSES TO 0 HAVE TRUSS TYPE HOR17. JOINT z REINF. BETWEEN EVERY OTHER STAIRS SK-1 COURSE. 'ILL CEI LS SOUD. i C), BY BUILDER. 0 STEM WALL EDGE AND FOOTING L ----- SAW- T 'u PROVIDE 2--#4xl'-0", REVISED CORNER CRACK BARS- X I �K AT SLAB MID-DEPTH. < SK-1 0 XAER J 0-0 'EN 4-1 -2 0 FILIE COPY 0 - 4'-6' 111 (t w ( 3 f CJ IN f 0 0 S WCUT < A C c L 8 E 0 V _j . /-A; 7B silo CoRmomwK r3 JUL 17 Z015 _4 g77,- Q7� FLP_ B1 1 3 S1.01 -------------..................................------_---------- REINFORCE GARAGE STEMWALL w/#4 @ 24" O.C� SEE 3/S1.01 (TYR) co (V� cr allc_ �i PARTIAL FOUNDATION PLAN 4'-l" 5'-6" CONNECT MONO TO d PAVERS -STEMWALL w/2-#5x30" TYPICAL WALL FRAMING AND ANCHORAGE ! BY OFHERS DOWELS EPDXIED 4" MIN PCR CONSTRUCTR)N SPECS. 4 1#5 C-N-9NUOUS, PROVICE PROVIDIF 2- #4x4'- Q' EIR BARS (TYpICA;_) CORNER CRACK BARS CORN L v AT SLAB MID-DEPTH. S1.01 V) < d tSLAR ON GRADE, LLJ z \ksi.oW 1 SEE Pl AN F_ LIT _ 7 V) Al�WAILS G;,RE ATER THEN 11 -4" +21� 6,_11 4� 00 91 8' 4' LIJ 0" N07 0 PC , \ z Ir SLAB ON 4' HIC ;IFY E,C.R. OR T� FOR TEMPORARY SPACING < 5 GRAPE- M Q� A LAYQBT PLAN C:) S1.01 SEE PLAN 4 Ay�, ,tjT 5 1 AM ST Ell < STEMWALL REINFORCEMENT Ln L #4 DOWEL -0 MATCH 2 Cvu (7� CM Ln L REINFORCING F2.0 COURSES WALL REINFORCING. _j TO 6 b4 VERr. @ 48"O.C, " CONT. CONCRETE F2.0 FOOT NO 7 TO 1 0 #_-VERT. @ 24 6.C, 8,,xl6,, I C) 0 11 TO 12 #4 VERT. @ 8 O.C. --- __j -STORY, W/(3)#4 OR (2)#5 CONT. S7EMWALLS OVER 6 COURSES TO I - t� 10%20" 2 HAVE TRUSS TYPE HORS. JOINT 0 z _j REEINFIR TWEEN EVERY OTHER 'OL STAIRS SK-1 'ILL CELLS SOUD. 0 BY BUILDER STEM WALL EDGE AND FOOTING L --- ------ SAWCUT PROVIDE 2--#4x4'-0", /, .1 '�O� REVISED 'RNER CRACK BARS— CC) AT SLAB MID-DEPTH. < K-1 N oxAERJ S, Ln V rq e v 0 4 :�a 0 — FUl COPY -2 4'-6' 11"1 (t w 1 3 f CJ IN 0 0 "ksl.olv B SAWCUT C. < 8 E 0 L V c _j 0 7B silo JUL 17 Z015 3 77 _4 F L PT-� N 0, 7 14 6 i H, 'o 4 3 S1.01 — —-------------..................................----_----------- REINFORCE GARAGE STEMWALL w/#4 @ 24" O.C, SEE 3/S1.01 (TYP) CO QA (V� cr vl(VC— PARTIAL FOUNDATION PLAN T—1 5'—IS— CONNECT MONO TO CAL WALL -STEMWALL w/2-#5xl70" TYPi FRAMING AND ANCHORAGE BY 0 S DOWELS EPDXIED 4" MI N, 4 PER CONSTRUCTR)N SPECS. 1#5 C-IN-9NUOUS, PROVICE PROVIDE 2- #4x4'- 0" CORNER CRACK BARS CORNER BARS (-,YPIrA;-) L AT SLAB MID-DEPTH. S1.01 < d V) SLAR ON GRADE, LLI z S1.01 _4 SEE PLAN, A 91 ene _011 4'-0" 2+811 4�1 WAILS GREATER THEN Z LLJ 00 0�, C K 7FY 4'-0" HIGH, NO;I E,C.R. r FOR TEMPORARY BRACING < rq Lai + 7" LAYOUT PLAN. _j C:) SLAB ON OR T�_M ONA 5 GRAPE- S1.01 5 SEE PLAN 'yCtIT I AM STEMWA L REINFORCEMENT < L Ln -0 MATCH CPU #4 DOWEL I L __r- REINFORCING (7� cm Ln F2.0 > COURSES WALL REINFORCING. — "-CONT. CONCRETE FOOT.NG TO 6 b4 VERT. @ 48'O.C, F2 0 '--r- U_ 7 TO 10 #A VERT. @ 24"O.C, 0 11 TO 12 VERT. @ 8"O.C. 8%16" 11-STORY, w/(2)#4 CONT. __j C) S7EMWALLS OVER 6 COURSES TO 10%20" 12-STORY, W/(3)#4 OR (2)#5 CONT. 0 HAVE TRUSS TYPE HOR17. JOINT z REINF. BETWEEN EVERY OTHER STAIRS LCOURSE. 'ILL CEI LS SOUD. 0 C), SK-1 3,-, BY BUILDER. STEM WALL EDGE AND FOOTING L P 1 R 0.V,1 0,E ,2--1#4X4�-O", SAWCUT REVISED CORNER CRACK BARS- AT SI-IAB MID-DEPTH. Ll < 0 ERJ rq E R, y c: 0 COP FU 4'-6' `� � ctl., 0 1 3 0 cl m I \ksl.olv 0 SAWCUT M.. zZ < 0 L s E 0 A, _j OR C) fl 7B silo Ln 3 JUL 17 Z015 7� 'o _4 FL PT-� NO 71 — - - - — — — — — — 3 S1.01 —------------..................................------_---- REINFORCE GARAGE STEMWALL w/#4 @ 24" O.C� SEE 3/Sl.Ol (TYP) CO (V� cr ul(VC— �i PARTIAL FOUNDATION PLAN