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15�4' <br />36")W' 01-0" <br />OP OF <br />SLAB-V� �TLAB <br />4" CONIC. <br />m <br />51-o" <br />T-6. <br />14'-6" <br />4" CONC. <br />wi <br />17 <br />SLAB w <br />KRE <br />L <br />4--6- <br />0 <br />z <br />F] <br />@16 <br />ci <br />FM-l..lT <br />1, 4'. PVC <br />SLAB 1 112" <br />11V CHASE <br />9 <br />A <br />-rl <br />14--l" <br />33�11" <br />UPT02ND <br />Ro <br />E:.2" F&NELE <br />FLOOR (FIELD <br />" Z5 E %- <br />LAI <br />VERIFY EXACT <br />LOCATION) <br />19 <br />rs-,\ ao <br />#3BARS; <br />T-0- LONG 1 <br />�ff CWC-12x12 <br />W/ 11 <br />IL <br />-------------- <br />I <br />EXTEND <br />SLAB <br />5 1/2" <br />0 <br />1 1/2" <br />- ift, <br />1"Pvc <br />3�2" <br />CHASE <br />FORELEC <br />@ ISLAND <br />Sim. <br />IA <br />r V2 <br />c? kLy "I, <br />FM-2Oxl8 <br />c�- <br />27'-4* <br />101-8" <br />4 it <br />I <br />Ir <br />1.1 1.1 FM- EXTEND <br />-16xl8 -24�X-24 16)�, <br />L L <br />L <br />- <br />�Fl <br />Z! 4" CONC. <br />Lf�1`1-24XN <br />rl-Y-1 A <br />3"' SLAB <br />2- 8" 161-0 6'-l" <br />9 <br />V <br />*�31/2" <br />x ,�3112" <br />FM I 2i7-x-l-8 <br />0 <br />z <br />x <br />1-4- 4-4" <br />9 <br />0 <br />L -Y-FM-16xl8 _j <br />L <br />�MJ-k <br />i <br />j <br />19'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />3'-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 +-V-O", 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 LAM 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 />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 />11.13INDICATES #5 BAR, SINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED NTH 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 1#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 402t6O2-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Flm = 2,000 PSI, TYPE"M" OR"T <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-O" OIC 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 />IN6 Wl-4xWl .4 OVER <br />GENERAL <br />6 MILVAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS. SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30f'LEG <br />EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T�OF. <br />SHORT <br />LONG <br />FM-12118 <br />iz, <br />CONTINUOUS <br />IS, <br />(2) #5's <br />(-)01-9' <br />FMC-1208 <br />iz, <br />CONTINUOUS <br />191 <br />(2) #5'. <br />#5 IN CURB <br />VARIES <br />FM-1&18 <br />IS, <br />CONTINUOUS <br />16, <br />(2) #5�. <br />(-)O--U' <br />FMC-1608 <br />16, <br />CONTINUOUS <br />iEro <br />(2) #6s <br />#5 IN CURB <br />VARIES <br />TZ_j <br />SEE PLAN <br />I., <br />(lpgs <br />#5 IN CURB <br />CW-12X12 <br />17 <br />CONTINUOUS <br />1z' <br />(2) #5�s <br />(2) #Ss <br />(+)O'-U' <br />CWC-lZ(12 <br />17 <br />UOUS <br />17, <br />(2) #gs <br />(2) s <br />#5 IN CURB <br />No' -a' <br />F-24X24 <br />21f' <br />24. <br />1 <br />(2) #6s <br />_(2)#S._ <br />(+)01-9* <br />FMC-20.18 <br />20" <br />CONiTNUOUS <br />3, <br />- <br />(2) #51s <br />VARIES <br />FM-20.18 <br />20" <br />CONTINUOUS <br />fl'.� <br />- <br />(2) W. <br />(-)O'-T <br />FI-24x24 <br />24- <br />21' <br />12, <br />1 (2) #6. <br />(2) #5. <br />(-)0--8'- <br />i"i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.corn <br />L AA #: 0003325 A <br />> <br />LOU <br />I t. <br />'w In <br />Kpw Lu <br />x <br />0 <br />rstmDlv. & 7,07"N <br />ABBOTT PARK <br />LOT #10 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-10121 <br />MODEZ� <br />E401 <br />"2828-ENSLEY" <br />GA1;tAOE SVnNCt: <br />LEFT <br />I PACE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. Cj <br />F-PRINT 12/07/21 <br />DATE: <br />SCALE- 1/4"=l*-O" <br />SHEET <br />st <br />