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FOUNDATION NOTES <br />'-10" 10'-0" 17'-10" <br />Tr-1 <br />4' CONIC <br />F <br />w <br />I g W SLABI <br />SLAB <br />ao <br />w <br />e <br />�V <br />r <br />EXTEND — — — — — <br />FM-16X18 Ile ' <br />4'-0- <br />SLAB 1 1/7 13'-0' <br />12'-8" ; <br />v <br />I <br />I <br />N <br />IA <br />`4" PVC CHASE <br />°J <br />m <br />N <br />ILL TY OP OF <br />SLAB <br />LL <br />I <br />21'-6" // <br />8'-2" <br />rt <br />m <br />oP <br />�j ii W op <br />UP TO 2ND FLOOR <br />6'-5' (FIELD VERIFY m u Y. <br />o <br />w <br />i EXACT LOCATION) g n <br />9 <br />q <br />o 1.1 <br />L - — — — — — — CW-16X12 <br />CWC-16X12 IU �— — — — — — — �F-2Vi 4 <br />I <br />aq <br />71-W, <br />in <br />—23'-0" <br />N <br />8 CWC•16X12 EXTENDSLAB <br />x �J-4411 <br />1 1/2" <br />5 1/2EMEND <br />SLAB 1 1/2' <br />14'-8 <br />°D <br />I <br />ro <br />4' CONC. m <br />ty SLAB X I <br />5P <br />So <br />a <br />LL <br />2 <br />I <br />N I <br />FM-16X18— J <br />v <br />rn <br />I <br />LLI <br />4 <br />4 <br />v <br />I <br />I <br />L <br />— FM-i6X18 <br />2'-10" <br />16'-0" <br />2'-10" <br />14" <br />5'4' <br />'4" <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 />S. 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 />I1.MINDICATEO #.5 BAR, MINDICATES #6 BARAN01CATES #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 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 />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 />THICKNESS <br />REINF. <br />REMARKS <br />8x8 W I AXW I A OVER <br />3112" <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-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5'3 <br />(+)0'-0" <br />FMCASX18 <br />11T' <br />CONTINUOUS <br />18" <br />- <br />) 's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8.. <br />- <br />e <br />(-)0'-6" <br />TE-2 <br />12" <br />SEE PLAN <br />10" <br />- <br />s <br />(+)O"-0" <br />F-24x24 <br />24" <br />2 r <br />12' <br />s <br />s <br />F2-24x24 <br />2*' <br />4" <br />16" <br />s <br />s <br />CW-16X12 <br />16" <br />CONTINUOUS <br />12" <br />- <br />(2) #6 <br />Hall. <br />CWC-16X12 <br />16, <br />CONTINUOUS <br />12" <br />- <br />O#5's <br />#51N CURB <br />VARIES <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774 6078 <br />FAX: 407-774.4078 <br />www.abdosigngfoup.com <br />L AA #: 0003325 <br />R <br />1 ltMDM & LOT. <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK #9 <br />PROJECT# <br />04181.000- 42093 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE sNWG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />