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28'-8" <br />'-4" <br />9'-8" <br />9'-6" <br />15'-10' <br />3'1" <br />W'-2" <br />33'.-p6"' <br />SLAB <br />• <br />- - FM-12X12 - - - - 1 <br />- <br />- - - X18- - - <br />FM-12 <br />- i <br />N <br />n <br />4" CONC. <br />i <br />SLAB <br />a +3112 1-.0" LF-24X24 <br />l <br />i <br />10 <br />i i I . <br />1.1 <br />i J <br />I- <br />1 FM-12X18 EXTEND <br />1,1 SLAB 1 1/2" <br />4" PVC <br />CHASE��i <br />I <br />iJ <br />0.0. <br />TOP OF <br />i <br />SLAB <br />� <br />/� <br />i� <br />ii <br />� <br />Im <br />i� <br />N <br />17 <br />I <br />I <br />N I <br />•I <br />451/2 <br />5 <br />I <br />1.1 <br />I <br />I <br />o <br />LLI <br />I <br />� <br />I <br />.I <br />1 <br />-EXTEND <br />CONC. �) <br />SLAB1/2" <br />2 <br />I <br />)4 m FM-12X18 <br />) SLAB <br />*31/2 � a) I <br />3 4 <br />�-b <br />LL 2 <br />�. 71/2 <br />1.1 1.1 <br />L FM-12X18 - J <br />----- <br />F C-12X18 a <br />- <br />FM-12X18 <br />---- -- <br />FMC-12X18 <br />0 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" <br />3'-10" <br />4'-4" <br />16-0" <br />2'-8" <br />14'-0. <br />21'-4" <br />39 -8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />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'-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 />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.OINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3DD0 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 />6.13 W1.4xW1.4 OVER <br />GENERAL <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-12x12 <br />12" <br />CONTINUOUS <br />12" <br />FM-12x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />MI " <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />s <br />r "-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />x <br />JUN <br />1441 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.00m <br />L AA #: 0003325 <br />t <br />e <br />6 <br />O <br />gg <br />6 <br />ABBOTT PARK <br />LOT #7 <br />BILK #8 <br />PItOJECT1p <br />04181.000-07081 <br />moDEu <br />4EBB <br />"1828-CALI" <br />GARAGE 9TaNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />2020 <br />Qw--P�1�.�;1 <br />PRINT <br />DAM 06/10, <br />ISCALM 1/4"=1'-O" <br />s1 <br />