Laserfiche WebLink
TE-1 7 <br />1 <br />1/2' <br />f? <br />w w r w <br />4 <br />°D <br />( 4 LLO 4- �- I <br />ai <br />0 <br />4' CONC. <br />SLAB <br />zo <br />1 <br />a SOS' <br />m <br />3 <br />SLAB <br />1.1 <br />IV <br />11.0 <br />1 <br />11 FM-12X78 <br />— <br />— — — — <br />4 <br />r � <br />N <br />XTEND <br />SLAB 1 1/2' <br />1 1 <br />2'•8' <br />8'-11' <br />1 <br />4" PVC ii <br />CHASE�� <br />1 <br />w� <br />O d <br />IW <br />{ <br />R <br />no <br />„ <br />I <br />LL <br />11 <br />I <br />I <br />I <br />iv <br />,; 01 <br />I . <br />21'-2" <br />16'-10' <br />ii <br />1 <br />0 ' <br />� <br />N <br />TOP OF <br />i <br />,., <br />SLAB <br />0 <br />u <br />. <br />4 <br />N <br />I I <br />9 <br />I <br />I <br />N <br />EXTEND <br />I <br />SLAB 1 1/2"_ TE-2 <br />. <br />r <br />_ <br />— _ <br />I I C <br />I <br />N *•5 112" <br />N <br />• <br />• I <br />I <br />6 3,�.1 <br />1 <br />4" 2' 8" <br />I <br />N <br />LU <br />xl <br />N N <br />'O <br />_ <br />LU <br />I <br />OI <br />fn <br />N <br />W <br />w <br />I <br />Iw 4' CONC <br />1 <br />EXTEND <br />¢ SLAB <br />Io w I <br />o' <br />2 <br />SLAB 1 1/2' <br />1 <br />,., <br />ly .k3 1/2' <br />--� J <br />N^. <br />1 <br />*:7 1/2" 1 <br />1 <br />1I <br />LL <br />1 <br />L_ —1.1 <br />FM-12X78 <br />— — — — <br />1.1 <br />— <br />- <br />FMC-12X18 FM-12X18 <br />— — — — — — <br />FMC-12X78 <br />— — — <br />11 <br />FM-12X, <br />v <br />'i <br />FOUNDATION PLAN <br />SCALE: 114' = 1'-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'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-W, 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 />11.11IINDICATES #5 BAR, GINDICATES #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 />16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.630-13/ASCE 6-13, 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 j 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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 WIAXW1.4 OVER <br />GENERAL <br />3 1/2' <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />TE-1 <br />8' <br />SEE PLAN8' <br />- <br />1 a <br />TM-12x1S <br />12- <br />CONTINUOUS <br />18' <br />- <br />(2)#68 <br />- <br />(+)0'-0' <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2) # s <br />#5 IN CURB <br />VARIES <br />TE-2 <br />12' <br />N <br />8 <br />- <br />6 <br />(+)0•_0• <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />2 #5'6 <br />wAft <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdeaigngroup.00m <br />AA #: 0003326 <br />f <br />ar <br />I' <br />tl <br />r■9 <br />U <br />�a <br />X <br />BZMDIV. aLOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECT# <br />04181.000-21081 <br />MODEL? <br />4EWB <br />"1499—FREEPORT" <br />GARAGE EWIING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />