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39'-6" <br />28'-B" <br />3'4" 15,_10" 9'-6" <br />9'-8" <br />T-8" <br />36-2" <br />TOP OF <br />tO <br />SLAB <br />`"' <br />FM-12X12 <br />'`; — — — — _ FM-12X18 <br />\\\ <br />LLI SLAB WI <br />\` <br />F-24X24 1,_0. .0,73 112 <br />101-0* <br />10 <br />\ <br />— — <br />EXTEND FM-12X18 <br />4" PVC <br />SLAB 1 1/2" 111 <br />CHASE <br />0. <br />�\ <br />N <br />TOP OF <br />SLAB <br />1` <br />\ <br />\ \ <br />\� <br />I <br />\ <br />I <br />• *-51/2 <br />4" <br />17'-8" <br />2'-8" <br />T-0" 5 <br />I 1.1 <br />I <br />q <br />I I <br />o <br />EXTEND <br />1 <br />2 <br />1,1 <br />SLAB 1 112" <br />ri 4" CONC. <br />FM-12X18 °� �� <br />— r ^ law SLAB <br />T4" I I a 112 i I, <br />b l <br />:7 1/2 <br />Y <br />2 2 <br />-3 <br />_ _ J <br />o <br />FMC-12X18 FM-1 v <br />FMC-12X18 <br />_1 FM-12X18 1.1 J _ <br />IH- <br />4 4 <br />.1 1.1 <br />2'-8" <br />16'-0" <br />21-81, <br />4'-4" <br />�3'40- <br />10'-2" <br />21'4" <br />14-0" <br />39'-8" <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 +-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 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 />WINDOWIDOOR 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.MINDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #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 />1500 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" OIC 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 />6x6 W1.4xW1.4 OVER <br />GENERAL <br />31l2" <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 />TOT. <br />SHORT <br />LONG <br />8" <br />—TEELA <br />- <br />s <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12" <br />FM-12x18 <br />12" <br />CONTINUOUS <br />IS, <br />(21 #6s <br />FM-16xl8 <br />16" <br />CONTINUOUS <br />161 <br />- <br />s <br />+ "-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />- x <br />24- <br />s <br />s <br />_ 0"4 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwAbdesigngroup.com <br />AA #: 0003326 J <br />hvs <br />i <br />b <br />h <br />C <br />b <br />W <br />sUSDIV. Ale L.oTa <br />ABBOTT PARK <br />LOT #3 <br />BLK #15 <br />PROJECT# <br />04181.000-03151 <br />MOD191A <br />4EBB <br />"1828-CALI" <br />GARAGE sWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />