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r EXTEND <br />/ SLAB 1 112" <br />v <br />q <br />3 FM-12X18— <br />— -� <br />FM-12X12 <br />t,1 1 <br />4" CONC. <br />SLAB N <br />o> <br />4 <br />310 <br />f-24X24N <br />,., — <br />FM-12X18 <br />1 <br />„ <br />w <br />TOP OF <br />E? <br />1" PVC CHASE <br />I' FOR ELEC. @ <br />{ ISLAND n <br />SLAB I <br />m <br />�i 1 <br />,.1 <br />f <br />II <br />V m <br />n <br />1 <br />4"PVC r <br />CHASE EXTEND <br />im <br />SLAB 1 1l2�' <br />— —%' <br />—TE-1 — — <br />4" CONC. <br />5 1/2" <br />SLAB <br />i <br />5 <br />TOP OF <br />4" <br />17'-8" 2'•8" <br />N. <br />LL W <br />I� <br />1 <br />O EXTEND- <br />2 <br />SLAB1,t <br />1 1/2" <br />,., <br />FM-12X18 <br />4"CONC <br />�I <br />6" <br />a SLAB <br />3-1- 6" IN <br />a <br />W I <br />5,&-3 t 12" <br />�o <br />2 <br />FMC-124X18 -71/2" FMC-12X18 <br />F <br />' 4 <br />1.1 FM-12X18 1'1 <br />1.1 FM-X18 <br />L 12— J <br />_ — _ <br />M-12X, 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 +-0'-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 />11.13INDICATED #5 BAR, MINDICATES #6 BAFLENDICATES #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 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 />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 />6x6 W 1..1.4 OVER <br />GENERAL <br />3 112" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTINGSCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITYASIII DTIO30" LEG EACH WAY. <br />BARS <br />MARK <br />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF, <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />(2)#6s <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />_ <br />(.)0"-4" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12' <br />- <br />(2) #Ss <br />- <br />(-)0'-4" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.abdasigngroup.00m <br />L AA #: 0003325 <br />b <br />gm�ktY <br />y <br />b <br />O <br />) <br />0 <br />avHaiv ae :.oT <br />SILVERADO <br />LOT #48 <br />BLK #18 <br />PROJECT <br />04128.001-48181 <br />HODEla <br />4EAB <br />"1672-ARIA" <br />GARAGE awnrO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />D TE 07/27/20 <br />8CAXJC: 1/4"=1'-0" <br />BREET <br />s1 <br />