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A,q'— n„ <br />FOUNDATION PLAN <br />1/4"=1'-0" <br />(1) *5 BAR <br />(CONTINUOUS) <br />CLEAN <br />COMI=ACTED au 8' <br />CONCRETE EDGE DETAIL @ PORCH & LANAI <br />SHEET NOTES <br />O <br />12" X 20" THICKEN EDGE W/ (2) #5 REBARS <br />O <br />12" X 16" THICKEN EDGE W/ (2) #5 REBARS <br />O3 <br />16" X 16" THICKEN EDGE W/ (2) #5 REBARS <br />® <br />36" X 36" X 12" PAD W/ (4) #5 BARS EACH WAY <br />O5 <br />30" X 30" X 12" PAD W/ (3) #5 BARS EACH WAY <br />© <br />8" X 8" THICKEN EDGE W/ (2) #5 REBARS <br />0 <br />® <br />#5 DOWEL EMBED ACI STD. BEND 6" IN FTG. <br />PROVIDE 25" PROJECTION ABV. F.F. FOR LAP. <br />OGROUT <br />9 <br />CELLS SOLID. <br />#5 DOWEL TO MATCH F(1) #5 VERT. IN <br />VVEERTICAL REINFORCING=J� <br />W/25" MINIMUM LAP FILL CELLS <br />HEADER BLOCK � <br />4"X4" INSPECTION PORT AT <br />N�14 . . EACH HILL CELL TYPICAL <br />6x6 10/10 W.W.M. MIN. OPENING = 3' <br />GRADE <br />6 MIL VAPOR BARRIERI = II I II I I ° `III=III=1 I I- <br />-1 I J—I I I —I a I —I I —I <br />CLEAN, POISONED b . <br />AND COMPACTED <br />STANDARD 90' BEND I I = I —I I I -I <br />11' <br />(2) #5 CONTINUOUS <br />PER TABLE R403.1.2 <br />(FOOTING A) <br />LOAD BEARING EXTERIOR WALL FOOTING <br />3/4" = 1'-0" <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-16, & FBC 2020 <br />(7th. EDITION). <br />PROFESSIONAL <br />1/4" DIA. E.B. OR TOGGLE <br />BOLTSTUDS 16" O.C. S ®24" D.C. <br />2X4 ENGINEER OF RECORD <br />2X4 P.T. STUD FILL CELLS David W. Smith P.E. <br />#5 DOWEL EMATCH <br />HEADER BLOCK <br />VVEERTICAL REINFORCING <br />W/25" MINIMUM LAP <br />2X4 P.T. PLATE 4"X4" INSPECTION PORT AT FLORIDA LICENSE NUMBER 53608 <br />64 10/10 W.W.M. EACH FILL CELL TYPICAL <br />MIN. OPENING = 3 9909 Wallaston Drive <br />Dade City, FL 33525 <br />- — — GRADE <br />6 MIL VAPOR BARRIER III —I 11— Ph. 813-469-2289 <br />=1 I I —III —I I —III —III— E• d <br />CLEAN, POISONED <br />AND COMPACTED <br />STANDARD 90' BEND <br />__= = ° ° mailfl III=1II Ws pegC�gmail.com <br />-1 � 111 I l i—III --III—I I N e....ae"e° V <br />—III—III—III—III—III- � �' <br />---—�—� (2) #5 CONTINUOUS ° " N <br />08 <br />FRAME WALL TO LOAD BEARING CMU CONNECTION 1 d°_° ee �CAv OF <br />p ae <br />3/4" = 1'—O" S•yt�r e" <br />/it, �® t <br />4" THICK CONC. SLAB <br />WITH 6x6-10/10 W.W.M. <br />ON 6 MIL VAPOR <br />BARRIER <br />f I I F_ <br />00 —I I I— <br />— 4„ <br />- 2X STUDS @ 16" O.C. <br />W/ R-11 INSUL. (MIN. w/ 2X P.T. <br />BOTTOM PLATE A 1)2 0 L <br />BOLTS AT 4'-0 O.C. <br />(MIN. 6" EMBEDMENT) <br />r-4" THICK CONC. SLAB <br />WITH 6x6-10/10 W.W.M. <br />ON 6 MIL VAPOR <br />BARRIER <br />—,� <br />(2) #5 CONTINUOUS <br />8" 1'-4" 4" <br />SECTION @ STEPDOWN @ GARAGE <br />3/4" = 1'-0" <br />J <br />U <br />TABLE R403.1.2 <br />FOUNDATION UPLIFT (ASD) DESIGN DETAILS <br />T W SLAB/WALL RESISTANCE <br />FOOTING TYPE (inches) (inches) (plf) NOTES <br />® <br />Mono <br />20 <br />12 <br />6 <br />502 <br />3 <br />Mono <br />20 <br />16 <br />6 <br />585 <br />3 <br />Mono <br />20 1 <br />12 <br />13 <br />796 <br />3 <br />® Interior <br />Mono 1 20 I 16 I 13 I 879 I 3 <br />Interior <br />NOTES <br />1.Tributary width of 3 1/2" slab or weight of stemwall <br />and bond beam. <br />2.First floor dead load multiplied by 0.6 may also be <br />included. <br />3.All footing dowel bars shall be same size as wall steel, <br />shall have a standard 90—degree hook, and shall be <br />embedded a minimum of 6 inches. Dowel bars shall lap <br />vertical wall reinforcement a minimum of 25 inches. <br />R403.1.4 MINIMUM DEPTH <br />Exterior footings shall be placed not less than 12" below the <br />finished grade of ground surface. <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-21 <br />DRAWN BY: L.E.D. <br />REVISION: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />DATE: <br />PROJECT ADDRESS: <br />3855213th. ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />BUTTERFIELD INVESTMENTS, LLC, <br />HOUSE PLAN <br />FOUNDATION PLAN <br />NTS <br />aEv. o <br />