Laserfiche WebLink
38'-0' <br />F TE-1 <br />+31/2' <br />W� <br />aWa �I <br />o <br />m <br />4' CONC. <br />SLAB <br />0' 0' <br />14 <br />Q 4• <br />o w <br />a C <br />Ti� OF OF <br />SLAB <br />" <br />LAB <br />I SLAB I <br />3 <br />1.7 <br />O <br />zol <br />1 I <br />1 <br />III 1.1 <br />EXTEND <br />SLAB 1 1/2" <br />I <br />II <br />I 1 <br />I, i <br />Ili <br />�4' PVC <br />CHASE <br />� <br />Q <br />III aD I <br />U <br />I N <br />It X <br />W Q <br />q <br />N <br />I <br />III .71 <br />II u- <br />LL r <br />I <br />I <br />II <br />N <br />16-10' 11 21'-2' <br />°P <br />N <br />m 11 <br />i 1 <br />ix <br />it I 1.7 <br />it <br />TOP OF <br />� SLAB <br />EXTEND <br />_TE_2 _SLAB 1 1/2' ( <br />, <br />I 51/2' <br />13'-4" I. <br />L2W <br />I <br />N <br />I� U <br />I <br />N <br />I4' CONC. <br />I <br />m <br />" <br />2 SLAB awl <br />ice. a) <br />, <br />XTEND <br />1.1 w <br />SLAB 1 1/2' <br />— — <br />L,,, <br />N <br />�a <br />• <br />*71/2' <br />I <br />I <br />-� <br />2 <br />, <br />FMC-12X18 FM•12X18 FM-12X18 <br />— — — — — — — — — <br />1.1 FM-12X78 <br />— — — — — <br />1.1 <br />12X1 <br />FOUNDATION PLAN <br />SCALE: 1/4' = 1'-W <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 +4-0', SEE SURVEY PLOT FOR NAVD. <br />S. 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 />11.01NDICATES #5 BAR, EIINDICATES #6 BARANDICATES #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 W <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 />3W, #6 --W'), 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 />16. 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: Pm = <br />2,000 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 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 />Bx8 W1.4Ml,4 OVER <br />GENERAL <br />3 1/2' <br />8 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 />I 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 />8' <br />- <br />1 8 <br />(+)0'-0' <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18, <br />(2) #Vs <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />18' <br />. <br />2 #5's <br />#51N CURB <br />VARIES <br />TE-2 <br />12' <br />SEE PLAN <br />8 <br />- <br />s <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />2 #5's <br />i44i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />t <br />I; <br />64 <br />C <br />Z <br />a <br />BuNDM a# LOT: <br />ABBOTT PARK <br />LOT #16 <br />BLK #8 <br />PROJECT <br />04181.006-16081 <br />MODZU <br />4EWB <br />"1499-FREEPORT" <br />GARAGE BW MG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />