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AQ'—Q" <br />FOUNDATION PLAN <br />1/4"=1'-0" <br />-(1) 05 BAR <br />(CONTINUOUS) <br />COr <br />CONCRETE EDGE DETAIL @ PORCH & LANAI <br />SHEET NOTES <br />O <br />12' X 20' THICKEN EDGE W/ (2) 15 REBARS <br />O <br />12' X 16" THICKEN EDGE W/ (2) #5 REBARS <br />O <br />16' X 16" THICKEN EDGE W/ (2) #5 REBARS <br />® <br />36' X 36" X 12" PAD W/ (4) 15 BARS EACH WAY <br />O <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 />9 <br />GROUT CELLS SOLID. <br />DOWEL TO MATCH <br />RTICAL REINFORCING <br />W/25" MINIMUM LAP <br />HEADER BLOCK — <br />6x6 10/10 W.W.M. <br />6 MIL VAPOR <br />CLEAN, POISONED — <br />AND COMPACTED <br />STANDARD 90' BEND <br />(1) 15 VERT. IN <br />ALL CELLS <br />4'X4" INSPECTION PORT AT <br />EACH ALL CELL TYPICAL <br />MIN. OPENING = 3" <br />GRADE <br />Ril = � �I I II I I � � • �..' <br />. <br />-III—III—III ° a_...� <br />(2) 15 CONTINUOUS <br />PER TABLE R403.1.2 <br />(FOOTING A) <br />LOAD BEARING EXTERIOR WALL FOOTING <br />3/4" = 1'-0" <br />1/4" DIA. E.B. OR TOGGLE <br />VI" <br />24" O.C. <br />2X4 STUDS 016' O.C. - <br />2X4 P.T. STUD <br />HEADER BLOCK <br />2X4 P.T. PLATE <br />66 10/10 W.W.M. <br />°. <br />a.- <br />6 MIL VAPOR BARRIER <br />III <br />CLEAN, POISONED _ <br />AND COMPACTED - <br />STANDARD 90' BEND <br />a 4d °•' I�a <br />ALL CELLS <br />VOWEL TO MATCH <br />ICAL REINFORCING <br />W/N MINIMUM LAP <br />4'X4" INSPECTION PORT AT <br />EACH ALL CELL TYPICAL <br />MIN. OPENING = 3' <br />W, <br />(2) J5 CONTINUOUS <br />FRAME WALL TO LOAD BEARING CMU CONNECTION <br />3/4" = 1'-0" <br />2X STUDS @ 16" O.C. <br />W/ R-11 INSUL (MIN. w/"2X P.T. <br />BOTTOM PLATE W/ 1I2 0 L" <br />BOLTS AT 4'-0 O.C. <br />(MIN. 6" EMBEDMENT) <br />4" THICK CONC. SLAB _4» 4" THICK CONC. SLAB <br />WITH 6x6-10/10 W.W.M. WITH 6x6-10/10 W.W.M. <br />ON 6 MIL VAPOR ON 6 MIL VAPOR <br />BARRIER BARRIER <br />e a ° T w <br />I _ _— \ .. ° ° � • III —III- O <br />°° ;III-1 1= a . • • � .: a � ...= <br />(2) #5 CONTINUOUS v <br />8" I. 1'-4" I. I. 4" <br />SECTION @ STEPDOWN @ GARAGE <br />3/4" = 1'-0" <br />TABLE R403.1.2 <br />FOUNDATION UPLIFT (ASD) DESIGN DETAILS <br />I HEREBY CERTIFY THAT I HAVE REVIBWBD <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-16, & FBC 2020 <br />(7th. EDMON). <br />W 4:� 1) Z 1" 4:1 il 10 I :(M <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />9909 Wallaston Drive <br />Dade City, FL BUS <br />Ph. 813-469-2289 <br />Email: dwsfl o com <br />®10140>EE iP /©s® <br />cc '• <br />No. 3608� • <br />a <br />S A EOF <br />OR 10! <br />O <br />T W SLAB/WALL RESISTANCE <br />FOOTING TYPE NOTES <br />(inches) <br />(inches) <br />(plf) <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 <br />12 <br />13 <br />796 <br />3 <br />® <br />Interior <br />Mono <br />20 <br />16 <br />13 <br />879 <br />3 <br />Interior <br />NOTES <br />1.Tributary width of 3 1/2" slab or weight of <br />stemwall <br />and bond <br />beam. <br />2.First floor <br />dead load multiplied by 0.6 may <br />also be <br />included. <br />3.All footing <br />dowel bars shall be same size as <br />wall steel, <br />shall have <br />a standard 90—degree hook, and <br />shall be <br />embedded <br />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 />90Country Cub Tan <br />Mulberry, FL 33860 <br />Phoae:(863)397-7525 <br />DATE: 02-15-21 <br />DRAWN BY: L.E.D. <br />REVISION: I DATE: <br />RO 1 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />3855013th ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />BUITBRFIBLD INVBSTMBNTS, LLC. I <br />HOUSE PLAN <br />FOUNDATION PLAN <br />NTS <br />DWG, BF-50-A4 REV. 0 <br />