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TOP OF <br />SLAB <br />ih <br />I-- <br />--y ---- --- <br />' J TE-1 ` J TE-1 _ <br />F2-24X24 F2-24X24 F.FM-i6X18 <br />I <br />q <br />w O w 4" CONC. 1 1 <br />SLAB <br />I <br />�l' <br />' I <br />/// <br />-3 1l2� <br />I 1.1 <br />, i <br />I 11 <br />i ml <br />l,ll <br />o <br />F— FM- 6X18 <br />a <br />T-0" 4'4" 9'•2" 3'•10" /� 4" PVC <br />%CHASE I <br />v <br />N <br />1, <br />1, I <br />l� <br />11 <br />1, <br />o <br />� <br />1, <br />1, <br />I I <br />4 <br />/ I <br />� <br />1.1 [0 <br />I it I <br />I ,l <br />l� <br />j <br />3_3„ <br />TOP F* <br />SLAB /I TEA <br />g <br />I <br />I <br />7 <br />Za. <br />it pp <br />Y 11 I <br />c <br />I <br />i Lb <br />4 <br />I i�f 3 1/2 <br />I <br />IX 1" PVC CHASE L <br />1p i <br />FOR ETE-1 <br />ISLAND <br />ISLANDD it 12 <br />1.1 <br />i II I <br />c� <br />I I <br />I <br />4 <br />( I <br />il� <br />, <br />c <br />l� <br />11 <br />11 <br />23'-0" <br />I <br />4 <br />I <br />1 <br />I to <br />TE-1 <br />r <br />_ — <br />EXTEND <br />I SLAB 1 1/2" <br />vl I <br />�I N <br />i� TE-1 <br />— — TE-1 J <br />8 <br />I <br />4'-10" <br />5'-4" 1.1 6' 8„ <br />I <br />I <br />�I-3 1/2" <br />I <br />I <br />I EXTEND <br />iQ <br />iD <br />I SLAB 1 1/2" <br />FM-16X78 <br />I CONC. <br />I <br />N <br />14 <br />w <br />SLAB awl <br />al I 4-6 I <br />'4 <br />1 -3 1/2';y 0 iv � <br />I <br />Y <br />2 Ri <br />N <br />--_— <br />y <br />ml <br />2 <br />1. <br />I X Im1.1 <br />I <br />I gl TE•1 I <br />I <br />cX�S <br />I I ILL <br />I <br />1 111 I -5 1/2"� <br />1.1 FM-16X18 — — FMC-16X18 <br />FM-t6X18 <br />FMC-16X18 <br />— — <br />— — — — — <br />4'-4" 1, , T-7" 1, 164" 11 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 -0'-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.OINDICATES #5 BAR, OINDICATES #6 BAR.WNDICATES #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 402/602-16, 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 (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR W WIN 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'xS' MASONRY COLUMN <br />W/ (2) 9'S ARE <br />DESKaNED TO BE <br />PLACED IN CONTACT <br />WITH THE NSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN W/ 05 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />616 W1.—IA OVER <br />GENERAL <br />312" <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-16x18 <br />16, <br />CONTINUOUS <br />1T, <br />- <br />(2)#5's <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />le, <br />- <br />( # 's <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24' <br />24" <br />1T <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />( ) #5's <br />#5 IN CURB <br />(-p'-0" <br />F1-30X30 <br />1. <br />39' <br />17, <br />(3)#5'3 <br />s <br />F1-42X42 <br />47' <br />47' <br />17. <br />(3)#5'S <br />( s <br />F2-24X24 <br />24' <br />21' <br />17' <br />(2) #5'S <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />A R C H I T E C T• <br />Gnm <br />rou i 1n <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwzbdesigngroup.com <br />AA #: 0003326 <br />V <br />M <br />0 <br />y <br />SuDDIV. & LOT: <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT* <br />7 -161 1 <br />MODET. <br />"2045-LANTANA° <br />GARAGE 9T►IATO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 PH A j <br />DwR7E 07/09/21 <br />SCALE: 1/4"=1'-0" <br />81iEET <br />sl <br />