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W.A. <br />28'-8' <br />3'4' <br />--FM-12 <br />—--- <br />72X <br />1 — <br />— FM-12X78.------� <br />OR <br />17 <br />4' CONC. <br />SLAB <br />p <br />$¢ <br />w <br />I <br />J a +-3 1/2 <br />LF-24X24 <br />10 <br />. <br />1.1 <br />r 1 <br />FM-12X18 EXTEND <br />1.1 <br />SLAB 1 12' <br />� <br />I <br />I <br />�I <br />I <br />$P FSLAB <br />f� <br />N <br />I . <br />I <br />'7I <br />I. <br />I <br />I� <br />I. <br />I <br />Ii <br />I <br />•I <br />I <br />I <br />i <br />I <br />1 <br />4' PVC <br />o <br />CHASE <br />�•1 <br />TE-1 <br />�- <br />— <br />. I <br />I <br />I <br />*51/2 <br />17'-8' <br />7I <br />m <br />m <br />NI <br />o <br />�I <br />1 <br />-EXTE <br />1 <br />SLAB1D 1/2' <br />2 <br />(4 CON[. <br />�( m FM-12X78 <br />�_ <br />1• <br />( SLAB x <br />a. wl <br />( *-3 1/2 <br />*-712 <br />7 <br />m <br />L t' <br />FM-12X18 <br />1_ <br />0 <br />FMC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />10'-2" <br />3'-10' <br />21'-4' <br />14'-0' 4'-4' <br />39'-8" <br />4" CONC. <br />SLAB <br />D TY Op OF 1 <br />SLAB <br />3'-8' <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 +44. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +44, 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 />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 />11.01NDICATED #5 BAR, MINDICATES #6 BAR,■NDICATES #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 =38'), 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. 630-131ASCE 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: F'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'-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, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />IM Vil-.1.4 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 QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />RT <br />LONG <br />TE-1 <br />8' <br />10' <br />0 <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12" <br />-(2)# <br />s <br />+0'-0' <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2) #Vs <br />(+)0'-0' <br />FM•18x18 <br />18' <br />CONTINUOUS <br />18, <br />- <br />s <br />+0'-0' <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />s <br />VARIES <br />24 <br />24' <br />s <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />1 <br />a <br />• <br />V <br />SUSIDIV. As L*Til <br />SILVERADO <br />LOT #27 <br />BLK #18 <br />PROJWT# <br />04128.002-27181 <br />MODRLa <br />4EBB <br />"1828—CALI" <br />CA11AOR >'JlnNG: <br />RIGHT <br />PAOIC: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />�1 <br />DRINT 'I <br />A ZI 06/09/20 <br />SCALE: 1/4"=1'-0" <br />sPIEET <br />s1 <br />