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39'-8" <br />28'43" <br />9,.6„ <br />15'-10" <br />3,.4„ <br />36'-2" <br />3'-6" <br />TOP OF <br />° <br />SLAB <br />——FM-12X12 <br />FM-12X18— — — — <br />ao <br />� <br />N <br />4"CONC. <br />R <br />/ <br />I x <br />a SLAB ILL <br />LF-24X24 <br />+J 1/2" V4. <br />l <br />10.41 <br />r <br />1 FM-12X18 EXTEND <br />I <br />SLAB 1 112" <br />4" PVC <br />i <br />1A <br />CHASE/i <br />i� <br />/ <br />POO_ <br />i <br />TOP F <br />- <br />SLAB <br />/ <br />X <br />/ <br />1 <br />1 A <br />—b' <br />I <br />I <br />'-51 /2.' <br />2 8 <br />17-0" <br />5 <br />3'-0" <br />I <br />I <br />Q <br />m <br />ro <br />I <br />I <br />�I <br />I <br />w. <br />0 <br />NI <br />I <br />IA <br />I <br />I <br />1A <br />I <br />1 <br />EXTEND <br />SIM. <br />�-'--- <br />,., <br />SLAB 11/2" <br />1A <br />2 <br />14" CONC. r) v FM-12X18 <br />SLAB o 5 ' r — <br />LL <br />1' �,�-3 1l2- N n•I I <br />3,_5" <br />4 1 SIM. <br />I <br />1 1A 1 <br />� <br />1.1 1.1ry <br />I <br />L 1.1 FM-12X18 1. 1.1 J <br />----- <br />FMC-12XIS <br />- <br />FM-12XI8 <br />------- <br />FMG12X18 <br />0 <br />4 4 <br />10'-2" <br />3'-10" <br />4'4" <br />2'-8" <br />16'-0" <br />2'-8" <br />14'-0" <br />21_4„ <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />(rw <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 + 0'-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.GINDICATES #5 BAR, EINDICATES 06 BAR,MNDICATES #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 #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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/7' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TEA <br />8" <br />SEE PLAN <br />10" <br />- <br />s <br />(+)11-0" <br />FM-lZd2 <br />17, <br />CONTINUOUS <br />17, <br />- <br />(2)#5's <br />FM-1Dc18 <br />17' <br />CONTINUOUS <br />1S, <br />- <br />(2)#5's <br />FM-16x18 <br />16" <br />CONTINUOUS <br />16' <br />- <br />) <br />(+)0"-0" <br />FMC-12xi8 <br />12" <br />CONTINUOUS <br />19, <br />- <br />( s <br />VARIES <br />F-2424 <br />24" <br />24" <br />s <br />7795 s <br />(-)a"4" <br />[am <br />/i <br />i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />ty�1 <br />C <br />i0 <br />b <br />m <br />> UBDIV" ea rJOT <br />ABBOTT PARK <br />LOT #24 <br />BLK. #11 <br />PROJECT# <br />04181.000-24112 <br />MODRU <br />4EBB <br />"1828-CALL" <br />GARAGE 8Wn4o: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP C <br />