Laserfiche WebLink
TE•1- <br />4" CONC. 10 <br />SLAB <br />b <br />01-011 <br />c <br />in <br />TOP OF <br />w W W <br />8'-0"L 3'-6" L SLAB P8,_2" <br />O w <br />3 <br />11 <br />r <br />_ 4-1— <br />— FM-16x18 <br />1.1 <br />2'-8' <br />15'4" <br />4A <br />I'A" <br />10'-0" <br />4" PVC <br />•i <br />CHASE 1� <br />i <br />4 <br />N <br />i i n <br />ILL <br />TT Op OF <br />ii <br />SLAB <br />U <br />I 11 <br />I O O <br />11'-10" i 1 <br />7'-5" <br />20'-5" <br />ii <br />LL� <br />W-12x12 <br />t <br />�— <br />1-2 <br />x24 <br />11 <br />ilz <br />M <br />h <br />— — �'— — <br />CWC-12x12— — — <br />5 0 <br />ap <br />Cb <br />+ <br />Q11y N U <br />ii� LL �pOC <br />ip <br />IV <br />y <br />N <br />UP TO 2ND FLOOR n <br />(FIELD VERIFY <br />I <br />V <br />UiiU I `• o <br />b <br />N <br />v <br />p <br />8 <br />�1 <br />EXACTLOCATION) <br />0w ,-�� 3 <br />5 <br />a I` rn <br />9'•0" <br />9'-3' a0 <br />I <br />� <br />U 1 <br />N <br />LU <br />' I (L <br />I� <br />" <br />I b <br />,. <br />#3 TRANSFER STEEL ��\\ <br />i <br />24" O.C. MAX <br />2 ,A <br />I <br />IV <br />I <br />� 0'-0" FIN. ELEV. <br />� <br />V FIN. CONC. SLAB <br />4 gl b <br />LL fO <br />IIL <br />� <br />' <br />FMC- <br />16xl8 <br />7'-4" 9'-8" <br />2 -10" 18'-0" <br />2'-1 <br />�b <br />-3 1/2" <br />a <br />4" CONC. <br />SLAB <br />Oa � <br />4 4 <br />— <br />— — FM-12xl8 J , <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 <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 12" 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 />I I MNDICATES #5 BAR, INDICATES #6 BAR, WDICATES #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 BO° <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 =361, 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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. 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 VIATH TMS 402/802.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF, <br />I REMARKS <br />r <br />Bx8 W1.4-1.40VER <br />GENERAL <br />3VZ' <br />6MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH Nr LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT LONG <br />FM-12x16 <br />12" <br />CONTINUOUS <br />18" <br />(2) #5's <br />FM-161d0 <br />16' <br />CONTINUOUS <br />20' <br />- (2) 05% <br />+ 0•.0• <br />FM-20x20 <br />20' <br />CONTINUOUS <br />20" <br />- (2)#Ss <br />FMC-10x20 <br />16' <br />CONTINUOUS <br />20' <br />- (2)#Ss <br />VARIES <br />CW-12x12 <br />12' <br />SEE PLAN <br />12, <br />- (2) <br />- <br />+ 0'-0" <br />CWC-12xl2 <br />12' <br />SEE PLAN <br />12' <br />- (2)#55 <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />(2) #T. (2) #6. <br />+ 0•{p• <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- (1)#5's <br />u� <br />./.1I <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.eom <br />116 AA #: 0003325 <br />fl <br />o <br />�5 <br />b <br />0 <br />3a <br />6 <br />4 <br />a�DIV. At LOT. <br />ABBOTT PARK <br />LOT #29 <br />BLK. #12 <br />04 81.0 0-29 21 <br />MODW. <br />4EHB <br />"2605- HAYDEN" <br />GARAGa sTaNG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />DAM 9/21/21 <br />DCALE: 1/4"=1'-0" <br />Bunn" <br />S1 <br />