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FTE1 7 <br />I_ <br />I p <br />m <br />4' CON <br />9U8 <br />I K CONIC <br />TOP OF <br />BLAB <br />SLAB <br />3 <br />1.1 <br />O <br />z — � <br />r <br />1 F M • 12 X 18 4 — <br />— <br />— — 11 — — — — i <br />1 <br />1111 •1 <br />EXTEND <br />SLAB 1 1/2" <br />I <br />11 <br />1It <br />1� 1, 4' IPVC i CHASE <br />11 <br />11 N <br />J <br />N <br />I <br />1I <br />q <br />LL� <br />11 <br />I <br />N <br />I <br />16'•10" 1111 21'-2" <br />W <br />N <br />N <br />m 11 <br />X i 1 <br />I <br />11 I <br />1 <br />ILL <br />11 <br />i TOP OF <br />� SLAB <br />0 <br />I <br />.I I• <br />I � I <br />I EXTEND <br />_TE_2 _SLAB 1 112" I. <br />N I <br />I <br />3,4" <br />2'-8" 4" I I <br />18'-6" <br />'4 <br />w <br />ILL 4 <br />O <br />I <br />I <br />N <br />In <br />CONC. <br />I <br />cxv I <br />)4" I <br />2 ( SLAB u>I <br />I <br />a <br />IW <br />EMEND a <br />,1 ��-3,12" <br />SLAB 11/2' <br />L <br />W <br />—1 <br />'10" <br />4 ILL 1 <br />�I <br />FMC-12X18 FM•12X18 FMC-12X18 LL <br />— — — — — — — — — — <br />FM-12X18 <br />1 <br />• F11 12X1 <br />11-11 ILA <br />MY <br />4--2- <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 +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 />11.13INDICATES #5 BAR, OINDICATES #6 BAR,I♦NDICATES #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 =38" ), 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 #TS 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: Pm = <br />2,000 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 i 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W 1.4.1.4 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 OUANTITY 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 />TE-1 <br />8' <br />SEE PLAN <br />- <br />s <br />_ <br />(+X)"-0'• <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />7MC-12x18 <br />12" <br />CONTINUOUS <br />161 <br />- <br />) s <br />#5 IN CURB <br />VARIES <br />TE-2 <br />12" <br />--Mwrs <br />FM-12x12 <br />12" <br />1 CONTINUOUS <br />12" <br />2 #6s <br />+ ^ <br />S N. RONALD REAGAN BL <br />LONGWOOD, FL32750. <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA P. 0003325 <br />C <br />;:EE <br />SU13MV. As X.074 <br />ABBOTT PARK <br />LOT #7 <br />BLK #7 <br />PROJECT* <br />04181.000-07071 <br />MOIDEL, <br />4EWB <br />"1499-FREEPORT" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />D TE 10/12/20 <br />SCALE: 1/4"=1"-0" <br />SHEET <br />s1 <br />