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K 3� <br />TE1F2-24X24 <br />F2-24X241Si 3 <br />Im 1.1 i4"CONCISLAB <br />43� <br />6B — r�I <br />FMX1 <br />i�4" PVC I <br />CHASE <br />a <br />rr <br />/r <br />r/ <br />it <br />/r <br />I 'r <br />r/ <br />" <br />TOP OF / r TE-13" <br />SLAB <br />Z <br />; <br />I i <br />a <br />M ii <br />•`� tD <br />i� 31/2YYYYY"``````" <br />I I <br />x rli <br />1" PVC CHASE <br />L <br />fO FOR ELEC. ® i TE-1 1 <br />� I ISLAND i 12 <br />I <br />cV <br />0 <br />/ <br />I r <br />23'-6" / / 16'-6" <br />a, <br />•I <br />I <br />. <br />4 <br />I ;o <br />7E-, <br />SLAB 1 1/2" <br />Y <br />�I <br /><V L TE-1 J <br />— — TE-1J <br />I "T-8" 4'-10" <br />S-4" 1.1 6, 8. <br />�I-31/2 <br />EXTEND <br />� <br />o? <br />FM -16X18 SLAB 1 1YP <br />CONC. tzI <br />a <br />14 <br />1/2Lu <br />I 4 <br />-6"S. <br />13 g a <br />_ O N <br />2 <br />2 <br />N <br />X TE1 I <br />I I ILL <br />I 1 11 I 51/2"* <br />1•, FM•16X18 — — _j FMC-16X18 <br />FM-16X18 <br />FMC-18X18 <br />— — <br />— — — — — <br />4'-4" 1, . 2'-7" , 16'-0" 11 I. 2'-7' . ,. .. <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-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 />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 />11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 (FOP 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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER I OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />DOWEL LEGEND <br />© S'x0' MASONRY COLLV"N <br />W) (2) 9'S ARE <br />DESIGNED TO 6E <br />PLACED IN CONTACT <br />WITH TI4E INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOUN W) 9 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1..1.4 OVER <br />GENERAL <br />31/2" <br />6MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE OUANTITY 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-16x1S <br />16" <br />CONTINUOUS <br />18" <br />(2)#5's <br />- <br />(+)V-0" <br />FMC-1808 <br />16" <br />CONTINUOUS <br />18' <br />- <br />a <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17, <br />a <br />s <br />TE-1 <br />S" <br />SEE PLAN <br />S" <br />- <br />s <br />#5 IN CURB <br />00'-0" <br />F1-30X30 <br />30" <br />30" <br />12" <br />(355'S <br />a <br />)(P-8" <br />Ft-42X42 <br />42" <br />42" <br />12" <br />(3)#5'S <br />s <br />(_)0•_S" <br />F2-24X24 <br />24" <br />24" <br />12" <br />(2)#VS <br />72TE a <br />- 1'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />Grown <br />i44i N. RONALD REAGAN BLVD. <br />LONGWDOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.ebdeslgngroup.eom <br />L AA #: 0003325 <br />IUNDM de IAT <br />S ILVERADO <br />LOT: 9 <br />BLK: 14 <br />P1toj=Tp <br />03719.000-09141 <br />bwDzu <br />"2045-LANTANA" <br />GA %Aoa BWDtG: <br />RIGHT <br />PAG21: <br />FOUNDATION <br />PLAN <br />50 MPH W. <br />DATE; 01/26/21 <br />MICA=: 1/4"=1'-O" <br />sxssT <br />si <br />