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TE-1 <br />28'-2- 3'-6' <br />m <br />I <br />I <br />TOP IO SLAB <br />4• CONC. <br />4Wc� <br />Ow <br />SLAB I <br />� <br />3 <br />p- <br />10'-0• <br />1 V-8' <br />i i 154• <br />2 $• <br />� 4• PVC <br />i CHASE <br />to <br />TOP of <br />O <br />LL <br />SLAB <br />U U <br />I <br />li <br />oa <br />i l <br />20'5" <br />T 5' <br />11' 10" <br />LL <br />9 <br />li <br />cw-+aL1z 1• <br />;1 <br />V <br />O <br />ii <br />�n <br />WiiO <br />F-2 4 o <br />— — CWC-12x+�— <br />i i 1.1 Rl <br />— — <br />iiOLdEp <br />Y <br />m <br />a <br />vi <br />I li <br />I UP TO 2ND FLOOR <br />4O <br />�ii� <br />I (FIELDVERIFY <br />8 EXACT LOCATION) <br />Y <br />5 <br />1 Y-0' <br />iii <br />0 <br />9'-5' 9'-3' <br />9'-0' <br />2'-8' <br />9'-4' <br />n <br />#3 TRANSFER STEEL I <br />a0 <br />za• O.C. MAX <br />�, <br />I <br />2 <br />-0• FONCIN. EV EL. <br />0'FIN. <br />Im <br />11 I <br />it <br />FM-16x18 _ _ m <br />4 <br />4 <br />7,$. <br />LL <br />� <br />t? L — — — — <br />FM-16x18 <br />4 <br />io <br />a <br />I e <br />LL <br />L---- FM-12x18 <br />Y <br />6'-8' <br />FOUNDATION PLAN <br />SCALE: 1/4' = +'-0- <br />20'4' <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'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION i-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 1/2• 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 />11.0INDICATED 05 BAR, OINDICATES #6 BARMNDICATES 07 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 #55 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. 530-131ASCE 5-13, USING: I'm = <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, 6LA EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6-6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2• <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 />I TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x1B <br />1r <br />CONTINUOUS <br />1B' <br />(2)We <br />(.)O'-0• <br />FM-16x1B <br />16• <br />CONTINUOUS <br />1B• <br />- <br />s <br />-0- <br />FM-20x16 <br />20• <br />CONTINUOUS <br />18 <br />- <br />s <br />. -0- <br />FMC-16x18 <br />16• <br />CONTINUOUS <br />18' <br />- <br />f <br />- <br />VARIES <br />CW-12x12 <br />12• <br />SEE PLAN <br />it <br />- <br />s <br />- <br />-w <br />CWC-12x12 <br />12• <br />SEE PLAN <br />12' <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24' <br />21' <br />tr <br />s <br />a <br />•-0• <br />TE-1 <br />8• <br />SEE PLAN <br />8• <br />-4' <br />Il N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www,abdeWp gmp.com <br />AA t. 0003325 <br />�aY <br />Y <br />gg <br />aysDM de LOTil <br />ABBOTT PARK <br />LOT 11 <br />BLK 7 <br />FRIG CT/ <br />04181.000 11072 <br />HODXL: <br />4EHB <br />"2605-HAYDEN" <br />0ARAO! aWUM: <br />RIGHT <br />PAOZ: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />DA04/08/20 <br />aCALZ: 1/4"=1'-0" <br />aktlmc'r <br />si <br />