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CONIC. <br />AB <br />`a <br />a <br />- I FM-,2X12 "- <br />JI-14• <br />FM-12X18 — — — — — — — —// 3 <br />CONIC. <br />O° <br />I� SLAB <br />Ix <br />q <br />m <br />I*-31/2 <br />F-24X24 <br />; <br />10 <br />I <br />FM-12X18 <br />I 7 <br />4" PVC CHASE <br />0 -0 <br />I <br />/ <br />TOP OF <br />SLAB <br />1" PVC CHASE <br />FOR ELEC. @ i <br />ISLAND ; <br />Im <br />X N <br />�i <br />ILL <br />I <br />� <br />Y <br />I <br />I <br />R <br />z <br />U <br />v <br />O 0. <br />I <br />'q <br />EXTEND <br />I <br />SLAB 1 112" <br />TEA <br />— — — — — — — <br />$5 112 Y I N <br />I <br />5 e I <br />ml <br />1 <br />1.1 <br />END O <br />FM-12X18 <br />SLAB 1 1/2" N 2 <br />14" CDNc. �, <br />SLAB a a I 6" 3'-4. <br />1 +31/2 l <br />�I <br />I 2 <br />7 io <br />i MC-12X18 77/2 FMC-12X18 <br />1 <br />L— — FM-12X18 1.1— J <br />— <br />4 4 I <br />1 _ — FM-12X18 <br />— — — <br />FM-12X12 <br />81-W 1, 12'-6• 1.2-0- 1. 4'4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-W <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 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 1/7 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, DINDICATES #6 BAR.IIIINDICATES #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 A5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.131ASCE 5.13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.131ASCE 5-13, USING: Fm = <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 } OF SLAB SUPPORTED <br />T-W 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 />I THICKNESS <br />I REINF. <br />REMARKS <br />616 W1.4xW1.4 OVER <br />GENERAL <br />3112" <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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />130TTOM REINF. <br />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 />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />72TR s <br />FM-12x/2 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#Se <br />TE-1 <br />8" <br />SEE PLAN <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-77440TS <br />wwwAbdeslgngroup.eom <br />L AA #: 0003325 <br />1 <br />qmS4 <br />A <br />J <br />rr <br />Ell <br />il <br />stnmly. 6c LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #9 <br />PROJECT# <br />04181.000-35091 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE 8VfMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />ROUQV A ABOUCWAM <br />L AR NO 9V=I J <br />DA 3/14/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />