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A Q 32' -4I 1 6' -011 , 19' -411 VERIFY LOCATION 3'x4'x 4" CONC. PAD L A/C II NJ NJ In ■ II 8 A/C CHASE I M.O. — M.O. FIELD LOCATEACHASE I I� VERIFY LOCATION 1 11 A/C I W/ A/C TRADE L� _ _ -JJ 1 I I 3 I 4" WALL --------_ ___________________ -- 6'�VACC------� r------------ DRYER WASHER i i y' -0' SPACE SPACE I I II II I I� I -- ZWB-S ° --„ WA 1-- - ---- --J L I 1 2 '- I I'I-6 II I 6 Z y 61 _411 2'-6" -0'-4- ASSUMED ELEV. I_CNW I� 25 to IV N I 'V MASONRY OPNG. FOUNDATION PLAN 1 /4" — 1'-0" II I II 11 3 I1 14- E1 ■ ■ ■ _- -0'-4' ASSUMED ELEV 1 _ ■ ■ ■ UNIT 6 SHEET NOTES REF. DWG. S-2 FOR DETAILS O 12' X 20" MONOLITHIC FOOTING W/ (2) 15 REBARS O 16' X 16" MONOLITHIC FOOTING W/ (2) #5 REBARS O 12" X 16' THICKEN EDGE W/ (2) #5 REBARS ® 12" X 16' THICKEN EDGE W/ (2) #5 REBAR O 8" X 16" THICKEN EDGE W/ (2) #5 REBARS © 30" X 30' X 12' PAD W/ (3) #5 BARS EACH WAY O 15 DOWEL EMBED ACI STD. BEND 6' IN FTG. PROVIDE 25" PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. 0'-0. ASSUMED ELEV. 6' —2211 MASONRY OPNG 3a'—�11 3a'-�11 y' -�1► e' -811 y'-q,l l I3' -811 01 20' -0" 13' -411 20' -011 4 1-811 VERIFY LOCATION VERIFY LOCATION ' (� 3'x4'x 4" CONC. PAD 3'x4'x 4' CONC. PAD L A/C �I L A�C— -I ■ ■ ■ I I ■ NJ ■ I' ■ ■ ■ —I �— �1-1y11 N I � �1411 18 A/C CHASE i i 8 I ( 8 0'o A/C CHASE . i i _ _ _ M.O. I M.O. i i M.O. FIELD LOCATE I frT � I I I 1 A/C CHASE 1 1i i 1 I FIELD LOCATE I Il i 1 1 VERIFY LOCATION 1101 A/C 1 I I A/C CHASE I I I I I VERIFY LOCATION I I� A/C I I I I W/ A/C TRADE L_ _ JJ W/ A/C TRADE L - �J ■ 3 it I WB-S HT' 4" WALL I I I � 4" WALL 6 1-- �-------------- �---_------------ VU -- WALL------ i i---------------------- ----------- i i - - - - - - - - - - - - - - - - - - - - - - DRYER WASHER i y'-0" I I DRYER WASHER i i y'-011 SPACE SPACE I I I SPACE SPACE l I = I _ I it ` it 1001 I ------------I I7 ---------I I I I r--- ° WALL �- — F --- 1 3 2 6 611 1 y 2' -611 I II (I I ■ ■I . III ■ 4' CONC. SLAB MIN. W/ COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELL COMPACTED FILL TREATED FOR TERMITES. CUT 1" DEEP CONTROL JOINT EVERY 25'-0" EACH WAY AS REQUIRED. --� --- --1-- - ---- ---�I WALL 1 � I ASSUMED ELEV. I I 0'-0. ASSUMED ELEV. o 14 I I II I o 1 g' -011 I ' MASONRY OPNG. ■ 2'-611 ' -0'-4" ASSUMED ELEV. W cn MASONRY OPNG. ASSUMED ELEV. 2' �lll UNIT 5 0 [ASONRY OPN( 20' -0" 0'-0' OL ASSUMED ELEV. 11 ` I = N IQ I1 -® __ ASSUMED E1 iLEV. _ cn © 6' - 8 6211 ' -811 MASONRY OPNG. 13'-811 UNIT 4 ■ I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). �,,`h�lu ®� �,,e •" e" SSA °9.y�' ,,, . � NSA ��G F N,,F , ��• ao o S OF L] 'Pill l , PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 11-15-18 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JoBL BAILEY TRI-PLEX PLAN FOUNDATION PLAN DWG, WB-13 REV. 0