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FOUNDATION NOTES <br />EXTEND <br />SLAB 1 1/2' <br />- I FM-12X12 <br />4• CONC. <br />1 1.1 <br />I' SLAB m <br />IN <br />1 <br />4 <br />Ep <br />I <br />�3 1/2 <br />-' °• <br />F-24X24 <br />I <br />ILL <br />. <br />10 <br />c <br />I <br />FM-12X18 <br />1 <br />I 1.1 <br />� <br />I <br />I <br />C I <br />a0 <br />SLAB�T <br />i <br />� <br />IICCHAS FOR �cS <br />ISLAND i <br />1 LL <br />1.1 <br />m <br />I <br />x <br />I <br />I <br />I� <br />ILL <br />• ( T <br />v <br />I <br />I <br />2g <br />` 4'PVC <br />y <br />I <br />EXTEND ``` ��CHASE <br />SLAB 1 1/2" <br />.4$03 112 <br />4' CONC. <br />SLAB <br />1.1 2,'4•` <br />"2'-8' <br />17�-8' <br />T io <br />I <br />I <br />I <br />T-W <br />I <br />�I <br />7 <br />W <br />T <br />N gl <br />1Lu <br />~ <br />LL <br />1,1 <br />EXTEND <br />O <br />FM-12X18 <br />SLAB 1 112" <br />�i 2 <br />)4" CONC. <br />I SLAB O al I 6' 31d" <br />6- <br />I7 <br />-31/2 <br />�J LLI <br />ILL 2 <br />1 =p <br />1. FM <br />-12X78 FM4 -12X18 <br />� <br />71/2 <br />I <br />1 1.1 <br />L_ FM_12X18 1.1 <br />J <br />4 <br />1'1 <br />_ FM-12X18 _ _ 1.1 <br />_ <br />FM-11212 <br />16-o" <br />2'-8' <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 +4-0% SEE SURVEY PLOT FOR NGVD. <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.OINDICATED #5 BAR, OINDICATES #6 BAFIRNDICATES #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. 630-13(ASCE 5-13, USING: Pm = <br />1,500 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 />3'-0' O/C 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 />THICKNESS <br />I REINF. <br />REMARKS <br />Bx8 W I AXW1.4 OVER <br />GENERAL <br />3 1/2, <br />8 MIL 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 />I 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 />(+)0'-0' <br />FMC-12xi8 <br />12' <br />CONTINUOUS <br />18, <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br />2 # s <br />s <br />(_ p•.q• <br />FM-12X12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2) #5'6 <br />TE-1 <br />81 <br />SEE PLAN <br />8• <br />- <br />1 # s <br />- 0'.p• <br />FOUNDATION PLAN <br />SCALE: 1/4• = 1'-W <br />ti N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdaslgngroup.00m <br />AA #: 0003325 <br />q <br />P <br />J <br />a <br />_z <br />avaDtV de ]LOT: <br />SILVERADO <br />LOT #31 <br />BLK #18 <br />PROJECT# <br />04128.002-31181 <br />MODEM <br />4EAB <br />"1672-ARIA" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DAMS.• 06/09/20 <br />BCA=: 1/4"=1'-0" <br />sk[EET <br />s1 <br />