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W <br />30'-A' <br />28'-8' 11'-0" <br />3.4. 15'-10' 9'-6" <br />3'1• <br />36'-2' <br />F <br />SLAB <br />° <br />m <br />—7F-24X.24 <br />— — — — — FM-12X18 — <br />4" CONC.SLAB <br />N <br />o,a <br />LLI r <br />1,-0. +31/2'101-01 <br />10 <br />\ <br />I `\ <br />EXTEND FM-12X18 <br />SLAB 1 1/2" 711 I <br />ICHASE <br />\ <br />\ <br />\ <br />I <br />. <br />pY <br />TOP OF I <br />SLAB <br />N <br />�, <br />LL <br />TE-1 <br />0 <br />1,1 <br />+3 1/2' <br />4' <br />1 T•8' <br />2'-8" <br />I <br />I <br />I <br />I § <br />m_ �o <br />I <br />4- <br />ILL o <br />I I <br />EXTEND <br />1 <br />2 <br />SLAB 11/2"--- <br />1.1 <br />FM-12X18 IW 4" CONC <br />N <br />— �' Ipw SLAB I I <br />-7 1/2' <br />o .J <br />I <br />FMC-12X18 FM-12X18 v <br />FMC-12X18 <br />L 1.1 FM-12X78 1. J <br />0 <br />4 <br />4 <br />1.1 <br />1.1 <br />2'-8" <br />16'-0" <br />2'-8" <br />4'-4" <br />3'-10" <br />10'-2' <br />21'-4" <br />14'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0', SEE SURVEY PLOT FOR NAVD. <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 #5 BAR, OINDICATES #6 BAR,WNDICATES #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 05'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 />16. 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. 530.13/ASCE 5-13, USING: Pm = <br />1,500 PSI, TYPE'M' OWS' 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x8 W 1.4xW 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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12" <br />- <br />2 #5s <br />- <br />+0'-0' <br />FM-12x1B <br />12' <br />CONTINUOUS <br />1w <br />- <br />(2)#6s <br />+)0'-0' <br />FM-i6x18 <br />16, <br />CONTINUOUS <br />18• <br />- <br />2 s <br />+)0'-0' <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18 <br />- <br />s <br />#5 IN CURB <br />VARIES <br />-24x24 <br />24 <br />24' <br />s <br />(-)0'-4- <br />art <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />@ <br />1 <br />kbk <br />6 <br />kbk <br />S <br />SVBDIV. & LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #15 <br />PROJECT# <br />04181.000-13151 <br />UODEL <br />4EBB <br />"1828-CALI" <br />GARAGE 97►I4G: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />