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39'-8" <br />• <br />—FM-12X12 — I <br />— 1 <br />— <br />— — FM-12X18— _ <br />— <br />I <br />I <br />• <br />� <br />� 4" CONC. 5 <br />z SLAB lu r <br />I <br />I <br />a <br />Ow <br />+3 12 1,-0" LF-24X24 <br />I <br />10 <br />I • <br />.1 <br />1 1,1 <br />r 1 <br />FM•12X18 XTEND <br />1 <br />I <br />SLAB 1 ,2" <br />I <br />I <br />"I <br />TomOF <br />POF <br />I <br />SLAB <br />I <br />I <br />�I <br />I <br />I <br />I <br />I' <br />I <br />•I <br />5'-0" <br />151-W <br />4" PVC <br />' <br />b <br />Q�� f CHASE <br />TE1 <br />-- <br />�C T <br />_-- <br />— <br />I <br />-5 12 <br />e <br />I <br />I <br />I <br />I <br />a <br />• <br />O <br />I <br />o <br />m <br />LLI <br />I <br />1 <br />B <br />I <br />3X <br />1 112" <br />2 <br />14"CONC. IZI � FM-12Xt8 <br />1 SLAB a <br />N <br />m <br />1 <br />• I <br />wl . <br />Oa <br />��-3 12 y I I <br />3,-4" <br />I U <br />op <br />2 <br />1 <br />7 12 <br />4 <br />I <br />1 <br />1. <br />I <br />L 1' <br />FM-12X18 _ J <br />FliF7�(1 <br />MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />a <br />� <br />t.t <br />t.t <br />10'-2" 3'•10" <br />2'-8" <br />18'-0" <br />2'-8" <br />21'e" <br />ILI 14'-0" 4'-a" <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-0" <br />4" CONC. <br />S�oLA�B <br />5 T40P OFOF <br />SLAB <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 + V-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 />S. 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 WITH THE <br />WINDOWDOOR 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 #8 BAR, WDICATES #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", 06 -381, 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 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: Fm= <br />1,500 PSI, TYPE "M" OR'S' MORTAR, ASTM C476 GROUT (i000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-0" OIC MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8N EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />BXB W1.4XW1.40VER <br />GENERAL <br />3 12' <br />B 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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />9 ORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />s <br />_ <br />+ p•-0^ <br />FWIN12 <br />1T <br />4ONTINUOUS <br />17, <br />12)#55 <br />+0• <br />FM-IN18 <br />12, <br />CONTINUOUS <br />18' <br />FM-18X18 <br />16' <br />CONTINUOUS <br />18' <br />FMC-IZ,18 <br />12, <br />CONTINUOUS <br />18' <br />( s <br />F-24X24 <br />21V <br />24" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.corn <br />L AA #: 0003325 - <br />anmr; <br />aUDDIV de W02" <br />SILVERADO <br />LOT #44 <br />BLK. #6 <br />PROJECT/t <br />04 28.0 0- 448 <br />MODZ%a <br />4EBB <br />"1828—CALM" <br />CARACE S IEATCt <br />RIGHT <br />PACE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />WAAW A ABMK* ACRA <br />L AR NO 96729 J <br />Dw� 1/29/19 <br />sCALE: 1/4 =1'-0" <br />BHEET <br />si <br />