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3W-W <br />2'-1 i" 1 10'-0" 1 - 2'-1" <br />2T-O" <br />04" 4" CONC. <br />TOP OF SLAB <br />LAB <br />TE-1 <br />0 <br />1 <br />14'-0" <br />3'-8" <br />5'-0" <br />U <br />4" CONC. <br />I <br />SLAB <br />I <br />c <br />O <br />m10-6 <br />o <br />MEMO- <br />FM-16x18 <br />wi ;zt F. <br />m <br />1 <br />i� <br />ILLED CELLS <br />z <br />O <br />ML IF LL <br />1; <br />@ 1"O.C.MAXUNO <br />- <br />F FM-i6x18 <br />9du <br />boo <br />to 1 <br />EXTEND <br />SLAB 1 1/2" <br />q <br />- <br />v <br />4" PVC ��I <br />CHASEN <br />" <br />O <br />q <br />1.1 1.1 <br />m <br />0( <br />�i <br />'2 <br />0'-0" FtN. EIEV. <br />UP TO 2ND <br />FIN. CONC. SLAB <br />FLOOR (FIELD <br />#3 BARS <br />VERIFY EXACT it �I <br />LOCATION) <br />11 <br />7'-0" LONG <br />8 <br />1.1 <br />W/ 10" HOOK <br />I <br />CWC-12xl2 1.1 00 <br />@18"O.C. <br />- <br />------ <br />I- <br />517 SLAB <br />m <br />( <br />5 I <br />1" PVC <br />I <br />�,+ 1. <br />CHASE <br />w 3'-2" <br />- <br />flORLE <br />( <br />c <br />(8 <br />11 I <br />m <br />OP <br />SIM. <br />2 1A <br />c <br />CL1.1 <br />1.1 <br />N <br />4 <br />m <br />I - "Ct <br />N_I I <br />mI <br />qo <br />N <br />�---FM-20xi8 <br />L1iI ( m <br />LLI <br />O <br />u <br />101-8" <br />2T-4" <br />II I <br />Y <br />11 4 4 I <br />x <br />b <br />EXED FM- <br />SLABI216xl✓ 1-24X24 FM-t8x18 <br />m� 4" CONC. t! "- <br />I <br />1.1 <br />SLAB " 6'-1" i+�i 16'-0" Fi-24X24 <br />ly a *3 1/2" I I %I <br />n <br />O <br />�_- LL J <br />-- I <br />m <br />@ z <br />m <br />X <br />Im FM-12x 88 v <br />i <br />4 <br />0 <br />o U <br />1.1 1.1 I 4'4" <br />O <br />I 4 <br />0 <br />LL 'L <br />FM-16x18 1 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +44", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.OINDICATES its BAR, EHNDICATES #6 BAR, INDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = <br />30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />TO" O/C MAX. SEE PLAN FOR ANVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />ARKS <br />Wl--1.4 OVER <br />GENERAL <br />311T <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />17, <br />CONTINUOUS <br />19, <br />- <br />(2) #6'. <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#55 <br />#6 IN CURB <br />VARIES <br />ICWC-12.02 <br />16' <br />CONTINUOUS <br />1w <br />- <br />(2)#5s <br />(+p'-0" <br />16, <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />8" <br />SEE PLAN <br />91 <br />- <br />(1)#5's <br />#b IN CURB <br />1T <br />CONTINUOUS <br />1T <br />(2)#Fs <br />(2)#Ss <br />17' <br />CONTINUOUS <br />17 <br />(2) Ws <br />(2) #Ss <br />#51N CURB <br />(+)<Y-0" <br />F-24x24 <br />24" <br />24" <br />16' <br />(2) #5's <br />(2) #Ss <br />- <br />(+) O'-0' <br />FMC-2(x18 <br />20' <br />CONTINUOUS <br />18 <br />- <br />(2)#5's <br />VARIES <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18' <br />- <br />(2)#6s <br />Ft-24)Q4 <br />24" <br />24" <br />17, <br />(2)#5's <br />(2) #6. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />w .abdesigngnwpxom <br />L AA #: 0003325 A <br />80 <br />W <br />Q <br />V <br />hFu <br />W�W <br />m <br />o4s���g <br />14, <br />4 <br />C <br />C <br />S <br />BUHDIN. All IJOT: <br />ABBOTT PARK <br />LOT 6 <br />BLOCK 7 <br />PHASE 2B <br />PILOJ8CT# <br />04181.02B-06071 <br />bw <br />E401 <br />"2828-ENSLEY' <br />OANAGIC 87EINO: <br />RIGHT <br />PAOB: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />PR G li <br />SCALE: <br />SHEET <br />si <br />U 9 <br />