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.IW-R' <br />28'-B" <br />3'4' 15'-10" 91-5" <br />91-8" <br />3'-6" <br />36'-2' <br />Q <br />0'-0" <br />TOP OF <br />SLAB <br />ON <br />— 1 — — — FM-12X12 <br />FM-12X10 — <br />\\ <br />4I 4"CONC. <br />, <br />SLAB NI <br />F-24X24 a <br />1/2' I <br />1.1 <br />\ �\ <br />EXTEND FM•12X18 �) <br />4' PVC <br />SLAB 1 1/2' 1�1 <br />CHASE <br />\ <br />I <br />I <br />I \\ <br />I <br />I. <br />ALT <br />SLAB <br />N `, \ <br />\ <br />\\ <br />m <br />I ;; <br />xl <br />\\ <br />I \` <br />I <br />LL <br />I <br />I <br />I <br />(V <br />4" <br />7'-B" <br />2'-8" <br />I I <br />3'-0" 5 <br />" <br />I <br />I <br />Q <br />EXTEND <br />1 <br />2 <br />SLAB 1 1/2" <br />-- <br />1.1 Fie <br />1.1 <br />m <br />FM-12Xi8 m I"- ri 4" CONC.I <br />SLAB <br />.� Iw6 I <br />0. <br />*-7 1 /2". <br />2 <br />OF J <br />FMC-12X18 FM-12X,8 v <br />FMC-1 18 <br />L _1 _ FM-12X18 <br />0 <br />4 <br />4 4 <br />rj( 1.1 <br />2'-8" <br />16'-0" <br />2'-8" <br />4 4'-4" <br />3'-10" <br />10'-2" <br />21'4" <br />14'•0" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 114" = ,'-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 112" 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 13INDICATES #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 #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 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: F'm = <br />2,000 PSI, TYPE "M' ORS- MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />T-W 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, Bth EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4xW1.4 OVER <br />GENERAL <br />31/2" <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 />FM-12x12 <br />12" <br />CONTINUOUS <br />72" <br />- <br />) s <br />- <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />(2) #5's <br />FM-,6x18 <br />18" <br />CONTINUOUS <br />16, <br />- <br />8 <br />=V�ARIESS <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />- <br />s <br />951 CURB <br />24" <br />s <br />11 <br />1441 N. RONALD REAGAN EL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAK 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />F <br />O <br />6 <br />140 <br />evHDIv & LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK. #8 <br />P1tOJECT# <br />0 181.000-18081 <br />MOaEIA <br />4EBB <br />"1828—CALI" <br />GARAGE 8WFW <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH E . C <br />oc <br />DATI : 10/15/20 <br />ECAI.E: 1/4"=1'-0" <br />INHEET <br />s1 <br />