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EXTEND <br />SLAB 1 1/2" <br />.t <br />c <br />q <br />FM-12X18 — — — — — — — — — 3 <br />• I— FM-12X12 <br />4' CONC. <br />I . <br />1 1. <br />I� SLAB <br />ao <br />m <br />I .0-31/2" W & <br />LL <br />F 242X24 <br />10 <br />b <br />1 1 FM112X18 <br />l <br />I <br />•I <br />I <br />� <br />I <br />I <br />SLAB <br />°D <br />1 1" PVC CHASEao <br />%FOR ELEC. @ <br />I ISLAND <br />' LL <br />� <br />I <br />,., <br />W <br />n <br />ILL <br />191-T <br />" 19'-0" <br />O-, I <br />um <br />z <br />q <br />EXTEND 4" PVC <br />CHASE <br />I <br />SLAB 1 1/2' <br />1 <br />TE1 <br />-- <br />5 1/2" <br />4"CONC. <br />SLABt"T <br />`D18'-0" <br />m <br />'" <br />TOO' <br />SLAB <br />I <br />I <br />X-6" <br />I <br />�I <br />I1 <br />it <br />~I <br />N <br />a <br />1.1 <br />EXTEND <br />p <br />2 <br />FM-12X18 <br />SLAB 1 1l2" <br />ti <br />— <br />m <br />1-CONc. Lu <br />a <br />• I SLAB owl I 6" 3,d. <br />6" <br />_ <br />Ic5 <br />I <br />i �+-3„ 2" a <br />1 ' <br />A <br />i.t <br />712" FMG12X18 <br />1 1.1 <br />L_ FM_12X18 1.7 <br />J <br />FM - 4 <br />12X18 1.1 <br />4 <br />FM-12X18 1 i <br />— <br />FM•12X12 <br />m— <br />_ — — <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 -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 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 />11.191NDICATED #6 BAR, EIINDICATES #6 BAR,SNOICATES #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 6-13, USING: Pm = <br />1,500 PSI, TYPE'M" OR'S' MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN <br />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 W WM SIZE, <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6,h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6X8 W 1.4XW 1,4 OVER <br />GENERAL <br />3 1/2" <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-12X18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />(-)O'-V' <br />FMC-12X18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />F-24X24 <br />1. <br />24" <br />12" <br />s <br />s <br />( "4" <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#6s <br />(-)0'4" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />FOUNDATION PLAN <br />SCALE: 1/4' = V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abd"gngmup.com <br />AA #: OW3325 <br />F <br />sUDDlV. de LOT: <br />SILVERADO <br />LOT #49 <br />BLK #18 <br />PROJECTlp <br />04128.002-49181 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DAATJL': 07/27/20 <br />SCALE: 1/4"=1'-0" <br />s1 <br />