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EXTEND <br />SLAB 1 ,/2' <br />i <br />Yr24 <br />___'FM-12X72; FM-12X18 3 <br />4"CONC. <br />1 1. <br />�,ILLI� <br />b. <br />312 00'1 <br />l 10 <br />5 <br />I <br />FM-12X18 <br />I <br />I <br />•I <br />I• <br />T� <br />I� <br />a /"PVC CHASE_ <br />a0 <br />I FOR ELEC. <br />ISLAND <br />1.1 <br />� <br />I <br />n <br />LL <br />I <br />I <br />I <br />n <br />Y <br />I <br />XTENO 4"PVC <br />CHASE <br />SLAB 112' <br />*5 12 <br />I <br />4" CONC. <br />t <br />SAS <br />Z.� lI <br />15 <br />aV <br />I <br />3$ <br />TQ <br />TOP OF <br />SLAB <br />XTEND p <br />FM-12X18 <br />SLAB 1 1/T N 2 <br />1 <br />I (---- <br />)4" CONC. <br />SLAB <br />(L I 6" 3. <br />2 N <br />---j �I <br />I 2 <br />i <br />1.1 4 7 12 <br />1.1— <br />MC-12X18 FMC-12X18 <br />— — FM--12X78— — — <br />——FM-12 <br />FMF12X12 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-V <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 +-9-0", SEE SURVEY PLOT FOR NOVO. <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 12" 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 NTH 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. MNDICATED #5 BAR, BNDICATES #6 BAR, EDICATES #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 80" <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 />3(", 48 =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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'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 NTH 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: Pm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WVW 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 />REINF. <br />REMARKS <br />Bx6 W1.4xW1.4 OVER <br />GENERAL <br />3 1,7 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />RNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />MOTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />12, <br />CONTINUOUS <br />1B" <br />- <br />(2)#5'8 <br />NTE-I <br />12' <br />CONTINUOUS <br />18' <br />- <br />O#6s <br />VARIES <br />24" <br />24" <br />1T <br />(2) #5's <br />(2) Ws <br />- 0•.4" <br />IT <br />CONTINUOUS <br />IT <br />(2)#5k <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />1441 N. RONALDREAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774.4078 <br />w .abdeWgngroup.eom <br />AA #: 0003325 <br />q <br />Q <br />: <br />0 <br />o8a8e <br />StnoDiv. A# Wo <br />SILVERADO <br />LOT #59 <br />BLK #06 <br />P 41 JMT*- 061 <br />HOD3Lt <br />4EAB <br />"1672- ARIA" <br />GAIRA01111 aTIMC: <br />RIGHT <br />IAGM: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />L AR NO 03723 I <br />Dw 03/11/19 <br />QCALIM 1/4"=1"-0", <br />d11111wP <br />si <br />