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39'-B' <br />28'-8' <br />--FM-12X12 <br />—--- <br />1 — <br />— FM-12X78------� <br />m <br />4S <br />IN <br />BC <br />a¢ <br />cJn a *3 1/2 1,-0• LF-24X24 <br />IOw <br />10 <br />r 1 <br />FM-12318 EXTEND <br />SLAB 1 1/2' <br />I <br />I <br />I <br />�I <br />Thy OF <br />I <br />SLAB <br />N <br />I <br />I <br />I <br />I <br />7I <br />I <br />I <br />I� <br />I' <br />I <br />ILL <br />I <br />'I <br />I <br />I• <br />4' PVC <br />1 <br />Q`� <br />(CHASE <br />1 <br />1.1 <br />TE-1 <br />J <br />— <br /><V I <br />I I <br />14-2,". <br />*6 <br />I <br />17'-8" <br />`3'-0• <br />5 <br />I <br />I <br />I <br />I <br />I <br />I <br />§ <br />ro <br />m <br />i <br />7 • <br />� <br />LLI <br />I <br />I <br />. <br />i <br />EXTEND <br />SLAB 1 1/2' <br />2 <br />14' CONC. �( mr FM-12X78 <br />m <br />1.1 <br />I <br />( SB <br />Oa <br />1/2 y I I <br />I <br />o <br />2-7 <br />1/2 <br />,. <br />(_ <br />1.1 <br />FM-/2X18 _ J <br />F C-12X18 v <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />1.1 <br />1. <br />10'-2" 3'-10" <br />2'-S• <br />16'-0• <br />2'-W <br />21'4' <br />14'-0' 4'-4" <br />Ad <br />39'-8' <br />3 <br />1.1 <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'-W, 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 />11.01NDICATED #5 BAR, MINDICATES #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 917 <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.630-13/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: Fm = <br />1,500 PSI, TYPE "M' OWS" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />V-0' 0/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 />I REINF. <br />REMARKS <br />W 1.4xW 1.4 OVER <br />GENERAL <br />3 1/2' <br />16.6 <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 />I BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE•1 <br />8% <br />10 <br />- <br />s <br />FM-12xi2 <br />12' <br />CONTINUOUS <br />12• <br />- <br />(2 *56 <br />+0'-0• <br />FM-12x18 <br />12• <br />CONTINUOUS <br />18• <br />(2) #5's <br />FM-16x18 <br />16, <br />CONTINUOUS <br />IF <br />FMC-12x1a <br />12' <br />CONTINUOUS <br />18' <br />- <br />2 8 <br />VARIES <br />2a <br />2a' <br />B <br />(- D•-a• <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.eom <br />AA #: 0003325 <br />lowl <br />A <br />116 <br />a <br />oil <br />a <br />IF <br />NJ <br />BUDDIV. de LOT: <br />SILVERADO <br />LOT #32 <br />BLK #18 <br />1pmoi CT <br />041 8.00 -32181 <br />MODEIe <br />4EBB <br />"1828-CALY" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />