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•1 <br />TELu <br />4" CONC. <br />SLAB I <br />3 <br />4QJ W <br />.1 <br />SEEM <br />� <br />I <br />g <br />LL <br />§ SLAB <br />ui <br />U U <br />I <br />I <br />^? <br />°° <br />I <br />20'S" <br />7'-5" <br />a <br />� <br />9 <br />r—I—L cw-1zzz �' <br />u <br />S <br />t 1 <br />tq <br />IP <br />O <br />it <br />I <br />F-24 4 S <br />1, <br />1.1 I <br />v�i <br />� <br />� <br />°D �jlZ <br />o wug <br />— <br />w— <br />� n <br />I�I <br />UP TO 2ND FLOOR <br />4" <br />CH <br />VC J N : <br />SE <br />3,$„ <br />Eq <br />IL <br />O <br />>uuj <br />a n <br />I (FIELD VERIFY <br />8 <br />W <br />EXACT LOCATION) <br />'O <br />5 <br />1. 3_p. <br />TS <br />f4 <br />9,_4" <br />B <br />en <br />0 <br />x <br />TRANSFER STEEL <br />I <br />' <br />24" O.C. MAX <br />N <br />2 <br />J�0'-0 FIN. ELEV. <br />I <br />FIN. CONC. SLAB I <br />Im <br />7I <br />i <br />�I <br />m <br />Ii 4 <br />FM-18x18 <br />m <br />I�� <br />FM-18x18 <br />1LL <br /><V Y <br />lV <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-O-, SEE SURVEY PLOT FOR NGVD, <br />S. 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 />8. 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 MATH 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 />WANDOWUDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />/1.GNDICATED #5 BAR, BNDICATES #8 BAR, aDICATES #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 />3(", 08 -361, 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 #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 WTH A.C.I. 5300.13/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 C476 GROUT (3000 PSq, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />3'-U' O)C MAX. SEE PLAN FOR WV W SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Blh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />BzS W1.4xW1.4 OVER <br />GENERAL <br />3 12' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION TH 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 />FMA208 <br />12" <br />CONTINUOUS <br />18" <br />(2)#Ss <br />FM-18x18 <br />18" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />FM-20x18 <br />20" <br />CONTINUOUS <br />18, <br />- <br />(2)#51s <br />18' <br />CONTINlXX15 <br />18" <br />- <br />(2)iR5's <br />- <br />y <br />17, <br />SEE PLAN <br />12" <br />- <br />(2) #5's <br />EFMC-l8xl8 <br />17, <br />SEE PLAN <br />12, <br />- <br />(2) #5's <br />- <br />V24" <br />1T <br />(2)#5's <br />(2)#5's <br />« <br />8" <br />SEE PLAN <br />"4" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosoigloup.com <br />AA #: 0003325 <br />Y <br />v <br />0 <br />Q <br />a <br />0 <br />acraD:v. se LOT: <br />SILVERADO <br />LOT #55 <br />BLK. #6 <br />PItOJMT <br />04128.001-55061 <br />MODRU <br />4EHB <br />"2605— HAYDEN" <br />OAAAoa 81IM90: <br />RIGHT <br />PAOM: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />