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iA•A' <br />i i'4r <br />28'$" <br />3'-2" <br />22'-2" <br />3'-4" <br />36'-2' <br />3•-W <br />TT OP OF <br />SLAB <br />• I- — <br />—FM-12X72 — — i <br />— — FM-12X18— <br />i <br />4"CONC. IN <br />IN <br />_ <br />LL <br />SLAB <br />Na <br />ILL <br />�3 12' �-24X24 <br />3'-10" <br />8'-2" <br />AIM 10 <br />1.1 <br />i <br />FM-, 2X18 XTEND <br />t <br />SLAB 1 1/7 <br />4"PVC <br />1A <br />CHASE�� <br />I, <br />1 <br />� <br />I, <br />TOP OF <br />i <br />SLAB <br />I <br />i� <br />. <br />N <br />• I <br />, <br />'� <br />, <br />I <br />• I <br />1 <br />1A <br />i� �' <br />b <br />I <br />1.1 <br />I <br />d <br />— <br />— <br />— — TE1 — — <br />— <br />— J <br />.I <br />I <br />" <br />-57 12" <br />ry <br />I <br />" <br />2'1 <br />, 7'-" <br />5 <br />3 0" <br />I <br />I <br />I <br />I <br />4 <br />I <br />m <br />a <br />O <br />gl <br />-EXTEND <br />I <br />r----� <br />SLAB 1112 <br />SIM. <br />to <br />2 <br />I <br />(4" CONC. LLI cR FM-12X18 <br />1 SLAB awl >< r <br />m <br />1 <br />to <br />1 31/2" al 51 _ <br />3 " <br />12- <br />I <br />2 1# <br />4711T <br />I 1 <br />1A t <br />1. 1 <br />I <br />t. <br />L <br />1. <br />FM-12X18 — J1 12 <br />FMC-12X18 a <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />L1 <br />3'-10" <br />, 0'-2' <br />2'-8" <br />low2'-8" <br />21'3" <br />14'-0" 4'-4" <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+-0'-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 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 />WINDOV#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 />11.13NDICATES #5 BAR, BMDICATES #6 BAR, EDICATES #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 9W <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 ALLALLOW48LE <br />SOIL BEARING CAPACITY OF 2,006'SF. 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 402802-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4M&02-18, US1HG: Fm = 2.000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS I <br />REINF. <br />REMARKS <br />6x6 WlA4 W1.4 OVER <br />GENERAL <br />3 UT <br />6 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 />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />(2)#5's <br />FM-12112 <br />IT <br />CONTINUOUS <br />12" <br />- <br />(2)#6% <br />FM-1208 <br />12, <br />CONTINUOUS <br />18' <br />(2)#5% <br />(+)0'-0" <br />FMC-12xi8 <br />12, <br />CONTINUOUS <br />IT <br />- <br />(2)#5's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2) #Fs <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX:407-774.4078 <br />ww zbdesoigroupeom <br />AA #: 0003325 <br />[till <br />uT®Qa�' <br />IWELi <br />munDiv. at LOT <br />ABBOTT PARK <br />LOT #19 <br />BLK #8 <br />PHASE #2A <br />PRO"=T# <br />041 1.000-19082 <br />MODMI.: <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DAM 12/07/21 <br />ScALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />