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7 6" 6 w Q ILL 6 o o S3.1 �� 0w wZD- , Upcn 000 aC w M EL cnwcco WNDO. ABV. ------- —— — — IVIF — — — - IN N _ Iu- (3 2 AA F-2 I-------------- 1 --- 4'-6" S 1 — 2 S P-6. DR. ABV. - r MF-2 IVFj MF-1 � N NLL Lco — PF-2 S3.1 I J1 Cj 1 U I $ S3.1 Ic� 4 LL I� (� I I I c.j_ c.j. c.j. L[LMF-2 J I — —— — — 3 V-1 4" CONCRETE SLAB WITH 6x6, W1.4/W1.4 W.W.F. ON 6 MIL PO Y VAPOR RETARDER FILM OVER TERMITE TREATED, 98% MODIFIED PROC TOR ci COMPACTED SOIL. ci I 5 S3.1 c.j. 5 4 I I� I� I m a E 0 FOUNDATION PLAN c.j. U1 aim �►T31 1 S3.1 c.j. ALL STUDS (EXCEPT JAMB STUDS) ALONG WALL LINE "A" ARE S-1 @ 16" O.C. PF-1 PF- c.j. J MLL �! SC-D,5.2 M� LL �I U M I U c MF-1 SWP .1 DR. ABV. LL----------- MF-4 ICI a LL LL ,2 1 L--- MF-4 I------J EXISTING CONCRETE SLAB ALL STUDS (EXCEPT JAMB STUDS) ALONG WALL LINE "D" ARE S-1 @ 16" O.C. WNDO ABV. SC-E,6 SC-E,2 Q m a 0 m a d m a 0 ALL STUDS (EXCEPT JAMB STUDS) ALONG WALL LINE "F" ARE S-1 @ 16" O.C. E F HTT4 + HTT4 + AB-2 AB-2 S2 S2 S2 S2 A SWP-1.1 HTT4 + HTT4 + AB-2 12" AB-2 �O.C.� II ---T ---- ------------------- - — - — ----- IS2 S2 S2 S2 S2 S2 A J2 S3 HTT4 + AB-2 S4 S4 S4 S4 S4 B SWP-2.2 HTT4'+ HTT4 + AB-2 AB-2 1 S1 S1 S1 S1 S1 S1 c SWP-3.1 HTT4 + AB-2 I I' J1 S1 S1 S1 S1 S,� SWP-3.2 D A I jS2 S2 S2 S2 S2 S2 S2 S2 I I HTT4 + HTT4 + AB-2 AB-2 SWP-6.1 B I S3 S3 S3 J2 1 - — - — - — - - — - ----�---- I HTT4 + AB-2 SWP-6.2 S3 S3 S3 S3 D I S3 �3 S3 J4 HTT4 + HTT4 + AB-2 AB-2 SWP-6.3 SCALE: 1/4"=1'-0" E MONOLITHIC STIFFENED SLAB PAD FOOTING SCHEDULE DESIGNATION WIDTH LENGTH DEPTH TOP ELEVATION REINFORCING PF-1 5'-8" 5'-8" 1'-9" 0'-0" #5's @ 8" O.C. EA. WAY, BOTTOM J3 S3 S3 S3 S3 J2 PF-2 2'-0" 2'-O" V-4" 0'-0" #5's @ 8" O.C. EA. WAY, BOTTOM / G 1 - --- --- -- — - — - - I ------ - — - — - ---- --- CONTINUOUS MONOLITHIC SLAB STIFFENER FOOTING SCHEDULE `�Jv 0 DESIGNATION WIDTH DEPTH TOP ELEVATION REINFORCING MF-1 1'-O" V-4" MIN 0'-0" TWO #5's T&B; #3 "J" TIES @ 16" O.C. I MF-2 1'-0" V-4" MIN VARIES TWO #5's T&B; #3 "J" TIES @ 16" O.C. HTT4 + MF-3 0'-8" 0'-8" 0'-0" ONE #5 B AB-2 MF-4 0'-8" 0'-8" VARIES ONE #5 B A SWP-6.4 F J2 S2 I S2 S2 S2 S2 S21 - - — - — - — I — - — - — - --------- -- ---- I HTT4 + HTT4 + AB-2 AB-2 SWP-6.5 SHEARWALL PANELS Lo o mo rn M rn M C14 � a LL U 2 O U C7 J z co W cn cV Z ca � (D M W j F- ILL w CO co t� QQ ®®®®tItllBlggp,` •.�®, LL�'•20 E O Nr p •: c , 1 z p:0 U ®�r®��d -41 d 8619pt•Vo�°°°°° o @) LL -j U) w 0 D' O¢Z ZO-JQ 0 ALL W U)z<K<U) J m�wPwa�oW=m wmwwCo2Z)o -mow W O m N cn W H C) J OW % V Q Z H OQw,=Z00 Qli Q��W�m-jWZDo F--F-WX -�l-cA=0Sr JWm lio W I- w�� �Owz�z2w z z= o�Qo 0 YFe /JC71>>Ow U} W W> V H W —�O O TF 7 U) z 0 U) W �oom�oe� ch Ld D U p II II L� 0 LLJ 0 > 0 77 Q LL U) �— W —3 ® _ 0— ct > Lo IL M M LLI N JOB NO. E19-751 DATE 02/04/2020 DRAWN SLC DESIGN JWB FOUNDATION PLAN 2 DETAIL SCALE: 3"=V-0" ' FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER.