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K 31.6. <br />MM <br />— — — — ' o V_ 11 1 1 1 <br />— — — TE-1 <br />F2-24X24 F2-24X24 FV7668 <br />4"CONC. <br />SLAB <br />z <br />-3 1/2* <br />r-T-111 <br />III I lu ru I I I I I:E= I I I <br />7- T-0- 4'-4-ll'�2 3 10" 4* PVC <br />CHASE <br />z <br />io <br />T.3' <br />_F <br />70- F' OF <br />SLAB TE <br />0 <br />z <br />Lu <br />31/2* <br />x 1"PVCCHASE <br />lie FOR ELEC. 0 -Ei -1 <br />ISLAND <br />�1ZA <br />91-111, <br />23'-S" <br />4 <br />to <br />TE-1 <br />SLAB 1 1/2' <br />Ll <br />jEXTEND <br />T <br />-!E-I_j <br />1 7-8- L 4'-10' <br />5'4' �ff&-8' <br />'71 -3 1/2"+ <br />!p <br />-EXTEND <br />SLAB 11/2" <br />Fhl�16X`18 <br />11sc;C <br />ao <br />LA. <br />O'L 4'-6' IS <br />-3 1/2* <br />2 <br />x 5'.2' 4 <br />TEA <br />F 2-24X24 -5 Q <br />Lj FMC 16Xl8 <br />tM-16Xl8 <br />+I <br />FMC-16X18 <br />' -\Ili <br />I I I IIIII-M ___jalj_Lu_Llu <br />— — — — — — <br />I im, <br />RA <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 --V-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION -4-0". 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 />SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />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 />1 0, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13INDICATES #5 BAR, MINDICATES #6 BAR, ENDICATES #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 =34V), AND REINFORCING SHALL BE CONTINUOUS. <br />13. R�TIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />$OIL 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 />2,000 PSI, TYPE 'M' OR-S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND, <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-0"O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />DOWEL LEGEND <br />13 D'x&' MA60Wr OOLUMN <br />W1 (2) -D'S APE <br />DESh3NED TO BE <br />PLAr-Er> IN C.ONTAr.T <br />WITH THE INISIDE OF: THE <br />INTERIOR 4 EXTERIOR <br />FAr.E6 OF: T14E 15LOCK <br />AS SWOWN W/ 05 00WEL <br />IN FOUNDATION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARK <br />W.I,41,WI,4 OVER <br />GENERAL <br />6 L 'A OR <br />COMPACTEDFILL <br />I <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE C ER BARS. SAME SIZE QUANTITY AS BARS III 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-16XIO <br />16" <br />CONTINUOUS <br />i8" <br />(2) #ffs <br />Ho'-]" <br />FMC-1608 <br />16" <br />CONTINUOUS <br />18" <br />#5 IN CURB <br />VARIES <br />F-24X24 <br />24" <br />24" <br />12"_ <br />77R—s7fT#9'9- <br />TE-1 <br />I.. <br />SEE PLAN <br />1. <br />-M7P9-,- <br />FI-3OX30 <br />30" <br />30" <br />12" <br />(3) #5'S <br />(3) #5 s <br />FI-42X42 <br />42" <br />42" <br />U�_T3_)#SS <br />7!9#6's <br />F2-24X24 <br />24" <br />24" <br />12" <br />.72—)*ss <br />7UR—s, <br />FOUNDATION PLAN <br />SCALE: 114"= l'-O* <br />6 <br />G290r%fte' <br />I n <br />.nac._ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX; 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 A <br />M <br />t <br />ounDiv. a. L.074 <br />SILVERADO <br />LOT #6 <br />BLK #10 <br />PROJECT# <br />03719.000-06101 <br />MODRL4 <br />"2045-UNTANA" <br />GARAGE STfMC: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />U50 MPH EXP . <br />FPR'NT 10/30 /21C� <br />-DATE: <br />DCAJX: 1/4"=l'-0" <br />811EET <br />si <br />