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616 TIMBER BRIDGE LN -STEM WALL REV. DWG TYPICAL WALL FRAMING AND ANCHORAGE PERCONSTRUCTION SPECS. r� REINFORCE GARAGE STEMWALL W/#4 ® 24" O.C. SEE 3/S1.01 (TYP) 10 5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) \/ 51.01 .SLAB ON GRADE, C1.1 Z CM SEE PLAN. N. U AT WALLS GREATER THEN 'a — 51.01 SLAB ON 4'-0" HIGH, NOTIFY E.O.R. Z 7 - T FOR TEMPORARY BRACING Q Z " ---- _ -- GRADE SEE PLAN t J' LAYOUT PLAN. I­ 0 Q O STEMWALL REINFORCEMENT i Q G/ - #4 DOWEL TO MATCH !` d U-� 6COURSES CMU REINFORCING , „' WALL REINFORCING. 51.$01 1 TO 6 #4 VERT ® 48"O.C. ONT. CONCRETE FOOTING (-- -, --� 1 to 1z #4 vRT, � a"o.c. 0 TO 10 #4 VERT 0.® 24" G. F .5 F2.5 11 � a"x16" 1-sroRY, W/(2)#4 CONT. ,� � � O E /T 1 3 - 10"x20" 2–STORY, w�(3)#4 OR (2)#5. CONT. / 51.0 STEMWALLS OVER 6 COURSES TO _ O 1 fi� 1101 HAVE TRUSS TYPE HORIZ. JOINT - "' SAWCUT `u' < . _ Z w < 3 REINF. BETWEEN EVERY OTHER a O. O - - - COURSE. FILL CELLS SOLID. 51.01 STEM WALL EDGE AND FOOTING X� v 4' 6 SK-1 0 REVISED 5 x 51.01 51.01 PRq�iiDE 2-#4x4' 0" a u. CORNER CRACK BARS --• i1NYlyyyAt �. AT SLAB MID–DEPTH. SAWCUT � - _ , �sF... cogs . COPY . u 10" _ � eZg u V. N 714 g r ti C, 5 o t _ OF 0 5 ; Q ' V\ SK-1 51.01 ..........ORL,. srol • ��� q O N 0.. a. -Y, � CHRISTOPHER J. S BOU– R N 77 SI.01 ; /'� f JUL 17 2015AI, .: FL PE N0 71461 I �v I 51.01 9'_8„. 12 S" 51.01 - \ � 5a1 PARTIAL FOUNDATION PLAN TYPICAL WALL FRAMING AND ANCHORAGE PERCONSTRUCTION SPECS. REINFORCE GARAGE STEMWALL W/#4 ® 24" O.C. SEE 3/S1.01 (TYP) 10 5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) \/ 51.01 SLAB ON GRADE. w Z cc SEE PLAN. U " �, �' _ I ,' AT WALLS GREATER THEN � � �— --+- --- --r — — — 51.01 SLAB ON _ ' 4'-0" HIGH, NOTIFY EO.R. W _ _ FOR TEMPORARY BRACING Q SEEPLANY LAYOUT PLAN. C) I k STEMWALL REINFORCEMENT , G/ CMU #4 DOWEL TO MATCH !` d 6� COURSES REINFORCING , „' WALL REINFORCING. 51.01 1 TO 6 #4 VERT ® 48"O.C. ONT. CONCRETE FOOTING (-- -, -•a 7 TO 10 #4 VERT ® 24"O.G. 0 0 o 0/ F2.5 a"x16" —sroRY, W/(2)#4 CONT. O F .5 �i to 1z #4 VERT, � a"o.c. 10"x20" 2-STORY, w�(3)#4 OR (2)#5. CONT. / 51.0 STEMWALLS OVER 6 COURSES TO _ O 1 65 1101 HAVE TRUSS TYPE HORIZ. JOINT - ° SAWCUT `u' < . – z w < 3 REINF. BETWEEN EVERY OTHER a O. O — — — COURSE. FILL CELLS SOLID. 51.01 STEM WALL EDGE AND FOOTING X� 4 6 SK-1. U REVISED 5 N sl.ol 51.01 PRq�iiDE 2—#4x4' 0" �, �. CORNER CRACK BARS --^ AT SLAB MID—DEPTH. Ns .. y � . COPY = M -. – – — – – SAWCUT – – =a Q`�•• �'\ �. sg V 10" N 714 ' zI ti • — `C of OF 0 _ o � � � •. S1.01vV sni � ..., . , � - .� x.�. .w,. .:i-< ° %k:T,,:.;. t5, s. •gnnr�n�•..M`0 0 v) � u. —I �— �� _ ,� CHRISTOPHER J. SABOURIN 6B S1.01 J - JUL 5 .� FL PE NO 71461 s o1 9'_8„ 51.01 L J 51.01 T V ; \ � 51.01 , � ���1 � i � IG -T�. r�c-� � �� c- L PARTIAL FOUNDATION PLAN