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TE-1- <br />II <br />4" CONC. <br />SLAB <br />Bo�I <br />$ s <br />IF <br />io <br />w <br />1 <br />1.1 <br />.1 <br />---- FM-16x18----- <br />4 --- <br />- <br />EXTEND <br />1 <br />SLAB 1 1/2" <br />14'-0" <br />164" <br />10'-10" <br />6'.2" <br />3'4 <br />i <br />I <br />e <br />1A <br />m <br />I <br />J <br />LU <br />Im <br />TOPOF � <br />Ui1 <br />O <br />SLAB <br />I <br />w :T <br />I <br />9 <br />I <br />LL <br />4 <br />1.1 <br />040 <br />Fa-r <br />„ry. <br />CW-12X12 <br />W-LX12 --=- <br />I-==== _ <br />F1.30X30 <br />i <br />-� <br />L <br />iq <br />ll 1"PVC CHASE <br />li FOR ELEC. � <br />10 <br />al 0 <br />UP TO 2ND FLOOR <br />n ISLAND <br />m <br />1., ^P <br />M <br />m <br />(FIELD VERIFY <br />O <br />fl <br />tD <br />I <br />4 <br />N <br />EXACT LOCATION) ;� <br />q <br />II <br />I <br />io <br />m <br />15'-7" 14'-g" <br />I <br />n <br />I <br />4" PVC <br />11 <br />I 1. <br />CHASE <br />8' I IN <br />CWC-12X12 <br />a <br />I <br />r <br />EXTEND Q I <br />3,$„ <br />01 <br />- - - SLAB 1 1/2" <br />-0" <br />4" I� <br />SLAB <br />T�0:1 <br />F <br />�#3 <br />�c <br />X 8'-0" W/ 10" HOOK TOP STEEL 0 24" O.C. 11 I EXTEND <br />1 <br />LL <br />SLAB 1 1/2" <br />1.1 <br />1.1 <br />FM-16x1B <br />- <br />Fi-24X24 <br />Ft-24X24 <br />70 <br />M a 4" CONC. <br />m <br />a <br />1.1 <br />N SLAB <br />a <br />2 <br />0 I 2,-2" 3,-4 4,-2" <br />9,4„ <br />io <br />a <br />1.1 <br />-12X18 <br />I g <br />FMC-12X18 FMC-12XIS I 2 <br />4 <br />1.1 11-12x18 L1 <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-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 +-0'4", SEE SURVEY PLOT FOR NGVD. <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 />11.13INDICATED #5 BAR, OINDICATES 06 BAR,NNDICATES #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 -361, 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 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 />1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-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, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />. VVIAXWIA 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 />FMASX18 <br />16' <br />CONTINUOUS <br />16" <br />- <br />(2)#ft <br />FMCA6X18 <br />16" <br />CONTINUOUS <br />16" <br />- <br />(2)#ma's <br />#5 IN CURB <br />VARIES <br />FM-12x18 <br />12, <br />CONTINUOUS <br />1&, <br />- <br />(2)#5'0 <br />FMCA2X18 <br />12' <br />CONTINUOUS <br />1&, <br />- <br />(2)069 <br />#5 IN CURB <br />VARIES <br />CW42X12 <br />12' <br />SEE PLAN <br />12' <br />- <br />a <br />- <br />CWC-12X12 <br />12" <br />SEE PLAN <br />12, <br />- <br />s <br />#5 IN CURB <br />VARIES <br />FJ0X30 <br />30" <br />30" <br />12' <br />(3 's <br />() 's <br />Ft-30X30 <br />30" <br />30" <br />12' <br />s <br />-� <br />F1-24x24 <br />24" <br />36' <br />12' <br />s <br />s <br />- .5 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdealgngroup.com <br />1 AA #: 0003325 <br />mL7HI)m Ag Lotil <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJECT <br />04128.00- 06111 <br />MODMIA <br />4EJB <br />"2807- ELLE" <br />GARAGE 8WINO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. PJ <br />m <br />8/17/18/4"=V-0"1 <br />