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t�t <br />z <br />U � <br />an' -A' <br />28'-8' <br />15'-10' 9'-6" <br />1AV '-4' <br />3'-6" <br />36'-2" <br />0'-0" <br />TOP OF <br />9 <br />SLAB <br />" <br />io <br />EDE <br />— <br />— 1 — — — — FM-1- L <br />— — — — — — <br />FM-12X78 <br />4' CONC. <br />SLAB <br />NI <br />\ <br />¢ <br />F-24X24J -31/2 J a <br />I I <br />10'-0' <br />,p <br />\ <br />\\\ <br />EXTEND FM-12XI8 <br />SLAB 1 1/2" <br />, % 4" PVC <br />1�1 <br />\ / CHASE <br />\ <br />I <br />. <br />01. <br />\\\ <br />TOP OF I <br />SLAB <br />\ <br />\ <br />\ <br />\ <br />5'-0' <br />\` <br />L— — — — LE- <br />I <br />.1s,-61/2 <br />I I <br />4" <br />17'-8" <br />2'-8" <br />" <br />I <br />4 <br />ZD <br />IN N <br />Lu <br />EXTEND - <br />2 <br />1.1 <br />SLAB 1 1/2' <br />SLAB <br />— — <br />1.1 <br />ri 4' CONO <br />FM-12X18 m I <br />LLJaW[ SLAB <br />3'-4- I � 117i a �-0 1/ <br />LLI <br />*7 1/2 <br />2 <br />b J <br />I W <br />1.1 <br />� 1 <br />FMC-12X18 FM-12X18 <br />FMC-12 18 <br />"' L_FM-12X78 J <br />ji <br />o <br />4 4 <br />2'-8' <br />16'-0' <br />2'-8' <br />4'-4- <br />3'-10° <br />10'-2' <br />21'-0' <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 1/2' FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. 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 AINDICATED #5 BAR, MINDICATES #6 BAR, ONDICATES #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 (05 = <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 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 />T-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 />I REINF. <br />REMARKS <br />fi16 WIAXWIA OVER <br />GENERAL <br />3112' <br />6MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAV. <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 />10" <br />- <br />s <br />+0'-0' <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)#5's <br />+0"-0' <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18' <br />(2)#6s <br />+0'-0' <br />FM-18x18 <br />16' <br />CONTINUOUS <br />18' <br />- <br />2 s <br />+0'-0' <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18' <br />#5 IN CURB <br />VARIE <br />- 4x24 <br />24' <br />24' <br />s <br />(-)0'-4' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />74 <br />q <br />b <br />V <br />� <br />1 <br />ip <br />�i <br />of <br />ai <br />A <br />'akko <br />6 <br />>b <br />av$n:v. ae LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #10 <br />PROJECT# <br />04181.000-14101 <br />MODE:. <br />4EBB <br />"1628-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />