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11'4" <br />28'1" <br />9'-6" <br />18-10" <br />3� <br />36'-2" <br />3'1" <br />� <br />T <br />SLAB <br />— <br />—FM-12X12 — F — <br />— — 1 — <br />— — — FM-12X18— <br />i <br />IN <br />m 4"CONC. 4 <br />wa SLAB <br />1A <br />N <br />O w <br />in 0- zLF-24X24 <br />i <br />3 1/2" 1 -0" <br />*:3 <br />10'-01, <br />1.1 <br />i <br />r 1 <br />FM-12X18 EXTEND <br />fir( <br />1.1 <br />SLAB 1 1/2" <br />4" PVC r <br />I <br />1A <br />CHASEri <br />/ <br />i/ <br />I <br />� <br />r/ <br />I <br />0'��U� � <br />0T801, <br />TOP OF <br />i <br />I <br />SLAB <br />% <br />i/ <br />I <br />Ix <br />� <br />i� <br />it <br />i/ <br />r <br />-' <br />I <br />I <br />r, <br />r, <br />r/ <br />/ <br />19'-0" <br />5'-0" <br />i <br />15'-8" <br />I 1AEm <br />if <br />1.1 <br />O./ <br />1 <br />TE-1 <br />J <br />_ <br />ry <br />I <br />*-51/2" <br />e <br />T-811 <br />1 T-8,. <br />5 <br />T-O" <br />I <br />11 <br />I <br />I <br />I <br />III <br />I <br />I <br />oI <br />1A <br />1 EXTEND <br />SLAB 1 1/2" <br />SIM. 1A 2 <br />)4" CONC. �( m FM-12X18 <br />m <br />1.1 fA <br />SLAB (Lwl r <br />I <br />• I 1A <br />I +-31/2" N al I <br />3'_5" 1/2" SIM. <br />2 1A <br />,v71/2" <br />1 <br />1A 1 <br />L 1.1 <br />FM-12X18 1.1 1.1 J <br />_ FMC-12X18 <br />0 <br />' <br />FM-12X18 FMC-12X18 <br />4 <br />4 <br />Lt <br />1.1 <br />10'-2" 3'-10" <br />2'-8" <br />16'-0" <br />2'-8" <br />21'_4" <br />14'-0" 4'_4" <br />39'-B" <br />INS <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 +-0'4% SEE SURVEY PLOT FOR NAVD. <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.DINDICATES #5 BAR, GINDICATES #6 BAR,IIIINDICATES #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 =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 WS 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 402/602-16, 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 i OF SLAB SUPPORTED <br />T-O" 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 <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1P2' <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 />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 />FM-12x12 <br />17, <br />CONTINUOUS <br />12" <br />- <br />(2) #5's <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#Fs <br />FM-16xi8 <br />16" <br />CONTINUOUS <br />18" <br />FMC-1208 <br />12" <br />CONTINUOUS <br />19, <br />- <br />O 's <br />VARIES <br />F-24x 4 <br />1.. <br />24" <br />Mns <br />s <br />()0"4" <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'.0" <br />1 N. RONALD REAGAN 8t <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />r� <br />94 <br />x <br />} <br />N W <br />f <br />00 <br />O <br />SUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #35 <br />BILK. #12 <br />PROJECT# <br />04181.000-35122 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />STATE OF ROWA <br />p 7 <br />CAMWWELL <br />12079 <br />p N 7/1/21 <br />AL :1/4"=1'-O <br />SHEET <br />s1 <br />