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--I— I I IF.I I E I _ _ 1 I [I ! 1, 1 II 111 1 1 1 14 11 l-9!111.1 'ILE' 11.,- - - ---.IL._ ._ #5 REBAR 48" " O.0 IN FULLY 25" #5 HOOK BAR 45" O.G GROUTED CELLS 4" CONCRETE 5LA13 REINFORCED WITH b X b 10/10 WWF OR FIBER REINFORCED GRADE- 11 f-1 i I i I f J l 1- I I ITI iTI I L I-• .. ITI"'f Ti°'`ii1 TIT - I TI ICI lu I�-ul 1u=1�1 l iil i]1 -i� 1 CLEAN � �1T]� � IiIF= ill_ I 11= J I iTi II ilh -III •° •• � iTi _l]I- COMPACTED I III-II IIII #5 REBAR ;III II .. IIIITLI TREATED FILL ITlllnlll�lllnllllllllililfn 3000 P.S.I. CONCRETE FOOTING w/ (2) #5 BARS X CONTINUOUS NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM OF 12" BELOW "UNDISTURBED" GRADE OR 501L COMPACTION TESTING WILL BE REQUIRED. A DOO 3/8" SCALE 4" CONCRETE SLAB REINFORCED WITH b X 6 10/10 WWF OR FIBER REINFORCED GRADE LAB ' ARAGE 5 6 I-IIII I7--- 7_77-7I=1 I17IIa _ = _ III =111- -_I Ir Ti —III 1 (II II II III III (I III III= i - IL1 GLEAN 11 111 T] IT_I ilI Tlj ITL�- =1 o T II_I- I �7 III-1 I Ill_Il COMPACTED 11- I-1 III #5 REBAR I= TREATED FILL Il-1I f iI -ITi 1T i11= =1! _ _ i _ .1 4„ _-11 11I-111 III =1 1I1 I11, I I=1 I I-1 I f I I I=1 11= I I- I -- III Il LI I I I I u I-III-1 I I-1 --11= 3000 P.5.1. CONCRETE FOOTING w/ (2) #5 SAR5 X CONTINUOUS NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM OF 12" BELOW "UNDI5TURBED" GRADE OR SOIL COMPACTION TESTING WILL BE REQUIRED. P"o 3/8" SCALE 2X6 WALL WITH 5/5" TYPE X FIRE RATED DRYWALL 4" CONCRETE 5LA13 AND R-13 INSULATION REINFORCED WITH b X 6 10/10 2X6 P.T PLATE WWF OR FIBER REINFORCED GARAGE SLAB GRADE 11( lil III= j -III I III III=I I I_I _ - _L 1T- r-�-r 111=1Ij III I_I II I.I I ill III r GLEAN f I III I I I l t-II I l ll- III 1 1 �I I I I I_ •,o •• o I I III- I I 11=1 I I I I - Ill II Ilt IP-11 COMPACTED II Tli 11 iTI II�IIL #5 REBAR I== �I FFI 11111 TREATED FILL �1jI�IIIIIIIIIIIIIILfIiIIIITLjf1 pi 111 11_I11=111=111_I I L 1112 _ _' 1 -4 " I - I I III I_I -1I I_I I I I I I i-III-li-11Z- 3000 P.5.1. CONCRETE FOOTING w/ (2) #5 BARS X CONTINUOUS NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM OF 12" BELOW "UNDI5TURBED" GRADE OR SOIL COMPACTION TESTING WILL BE REQUIRED. / V 1 � "o 3/8" SCALE CAP CMU STOI FRONT COLUMN DETAIL @ 3/4" 'OLYETHYLENE BARRIER 0o 0 M co 'Ar^ 5'-8" 25' 4'-4" 7" 4'-6" 64" 4'-6" WDW LINTEL WDW LINTEL i--I- - - � _j - - - - - - - - - - �- - - -J-1 f1" - —r — -y _ f -I r---- F------------ --rlT-�j� -7 1 I i (V I / I / I IL=- �_1=- -_ I I I I I II II � W Li 3'-0 1 /4" 3'- 2' I IL z I in I II M 3 II � I 3 �I _—I_j M u I r 3'-2" 2'-3" 3,-6,I- I n II I DR LINTEL1_47 - - I I — — — I — I I — — — — — — — L I l I I J _ J L _ =J —� -- J IL— — — L----1 — — — TTI r - - - - - --I i I� I� III II fvf�---.� Id1 I I III I ��I-L— -_ IIII it I'� JIIL JL_ o I `� I III I 15'4" I I II I I I I 13'-2" L __ - I I I II II I I II I I .• r,, I % II II II = I I L I I 15'-3 1 /4" I I NI I- -I I "' I I II I I I 16' I II I I I I 'I I I I I II ELECT. CONDUIT FOR 15LAND POWER T I I I I I I I I I I I I L_ J_J L_ _ _ F I - - - - -I J _-I I ---1 r-- — — — — — — — — — — — - - - - -� I I I I I I I' L I I 1 I I I I n I I I I 1 I I I I II I I I I I 13' 4 3/4" WASHER DRAIN II I I I I I'i m I I I II I I I I V� I I I II —T- ---- --+,I� L— 1 ----------� L_ _FL ----------------1 II I � _J; WH`II D-1 L_ .al .- IL - - - - - - - - - - - - - J 2'-8" 6'-8" 1'-0 3/4"'-6" WDW LINTEL DOOR LINTEL 14'4" I - 07 1 .2 5 8X16 CMU COL. 40" HIGH I � I 14'-7 1 /4" I 16x16x40 CM COL II I I I II B - II L----------- ------— � J 17'-4" 1'-4" GARAGE DOOR LINTEL 2' 16' 2' 15' 20' 35' v z EN r co CV FDJ ENGINEERING AND DESIGN, LLG CERT, OF AUTHORIZATION # 50gb8 FRANK®FDJENG.C.OM ENGINEERING CERTIFICATICATI 1 HEREBY CERTIFY THAT I HAVE REVIEWED TH�\ ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, ITH EDITION (2020) - RE51DENTIAL THIS DRAWING AND DE51GN 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 5I6NED AND 5EALED THI5 DRAWING AND DESIGN 15 5I6NED AND 5EALED FOR STRUCTURAL ENGINEERING ONLY. FRANK A DEJOSE PE FL PE #'13539 _0 H to Q }- W J CLl m Q } w W W W tu Lu In Lu Lu ( _ W VtI !L N Lu �N z z O A z U— PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 Lr cr LL o.. tea. DATE: 11/17/2021 SCALE: 1 /4"=1 '-011 SHEET: �-1