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F TE-1 <br />4 <br />is <br />I I <br />q <br />I- w 4"CON <br />a SLAB <br />g <br />Ow <br />� a N <br />m <br />1.1 <br />I--------- <br />FM•16x18— <br />—1--- <br />----4—_..I <br />10'-0" <br />11'-8" <br />I <br />Im <br />I <br />x <br />' tO <br />o6-0=I <br />u <br />I <br />TOP OF <br />SLAB <br />I <br />w� <br />I <br />N <br />O <br />w <br />4 <br />I <br />I <br />N <br />20'-5" <br />LL <br />9 <br />LW-12x12 <br />v <br />11 <br />• <br />m <br />O <br />�fI� <br />1.1 <br />V° <br />N <br />l <br />„" <br />I 0:ic <br />CWC-12XIF <br />cLLnii <br />I <br />c <br />w <br />ILL vii� <br />I in UP TO 2ND FLOOR <br />4"VC <br />3-6" <br />(FIELDVERIY <br />CSE I <br />00" <br />EXACT LOCATION) <br />O <br />. <br />5 <br />TOO � <br />O <br />3_0 <br />SLAB <br />0 <br />8. <br />1� <br />a <br />/#3 TRANSFER STEEL 3 I <br />24' O.C. MAX <br />N <br />I I 5Q <br />2 <br />h 0'-0" FIN. ELEV. I R <br />1.1 w <br />m FIN. CONC. SLAB I <br />I`° <br />19I <br />to <br />ILL 10" <br />16'-0" <br />L — FM-16xl8 <br />0 4 <br />4 <br />LL <br />� <br />4" CONC. <br />is <br />I a SLAB <br />J <br />Y <br />LL <br />L FM-12xl8 — <br />0 <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 +-M", 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 />8. 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 />11.01NDICATED #5 BAR, GINDICATES #6 BARANDICATES #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 A.C.I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR'S' MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />3'-0" OIC MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 WIA4 WIA OVER <br />GENERAL <br />31/2' <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 />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS. <br />18" <br />- <br />(2)#5's <br />- <br />(+)0'-0" <br />FM-ISX18 <br />16" <br />CONTINUOUS <br />Is" <br />-7URF <br />s <br />_ <br />+ "-0" <br />FM-20a18 <br />20" <br />CONTINUOUS <br />IV, <br />- <br />s <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />IV, <br />- <br />s <br />- <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />(+)O"-0" <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12" <br />TE-1 <br />8" <br />SEE PLAN <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL327B0 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngmup.00m <br />L AA #: 0003325 <br />Y <br />� <br />s <br />14 <br />A <br />K <br />4A <br />ilu <br />SRJBDIV AC LOT <br />SILVERADO <br />LOT #43 <br />BLK #18 <br />PROJECT <br />04128.001-43181 <br />MODICU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE !!WING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH B <br />31 <br />07 27 <br />DATE: 20 / / <br />aCALE: 1/4"=V-0" <br />S1 <br />