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EXTEND <br />SLAB 1 1/7 <br />Y <br />IT <br />FM-12X18 — — — — — — —3 <br />_ _ <br />FM-12X72 <br />— <br />4' CONC. <br />I� SLAB <br />IX <br />WILL N <br />5e <br />� � <br />LL <br />I <br />m <br />ILL 312 oa :o <br />I <br />F-24X24 <br />I <br />. <br />2'-T <br />10 <br />r' FM-12X18 <br />I <br />I <br />I <br />I <br />.I <br />I <br />I <br />�00 <br />I <br />TT OP OF <br />4 <br />I SLAB <br />N <br />1"PVC CHASE XN <br />FOR ELEC. G <br />II ISLAND LL <br />I <br />Ix <br />ILL <br />I <br />I <br />z <br />I <br />I <br />v <br />00 <br />y <br />-EXTEND 4"PVC <br />I <br />SLAB 1 1/7' `��CHASE <br />TE--1_�`�__� <br />5 12 r <br />N ` I <br />4" CONIC. <br />SLAB <br />I 5 <br />2'-4"' <br />_ <br />I <br />I <br />3-0" <br />0,-0. <br />I <br />TOP OF <br />SLAB <br />LLI <br />~I <br />a <br />XTEND O <br />FM-12X18 <br />SLAB 1 12' ai 2 <br />(4" CONIC. <br />' I SLAB 6" 3'4" <br />6" <br />I I <br />1 +-3112 N� <br />ILL <br />LLI <br />2 I <br />1 a0 <br />+7 12 <br />1.1 <br />J <br />FMC-12X18 FMC-12X18 <br />FM-12X18 <br />— — <br />_ _FM_12X78 _ <br />Fld-12X12 <br />ME <br />16•-0• <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0' <br />n <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 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 12' FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />8, SEE ARCHITECTURAL DRAWW GS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED 1NITF1 THE <br />W W DOW/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.EINDX:ATED #5 BAR, BNDICATES #6 BAR, NDICATES #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,p00PSF. 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: Fm= <br />1,500 PSI, TYPE •M" OR"S" MORTAR, ASTM C476 GROUT MIXI PSO, UNITS LAID IN <br />RUNNING BOND. <br />16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWA M SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />W1 4z 1A-ER <br />GENERAL <br />312' <br />16,11 <br />6MIL VAPOR <br />COMPACTED FRI <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 317' LEG EACH WAY. <br />MARK <br />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-72xi8 <br />12' <br />CONTINUOUS <br />16" <br />- <br />(2)#5's <br />FMC-72x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2)#6's <br />- <br />VARIES <br />F-24X24 <br />24" <br />24" <br />12, <br />(2)#6 <br />(2)#.5's <br />FM-72x12 <br />12' <br />CONTINUOUS <br />17, <br />(2)95% <br />- <br />(-)0-4•' <br />TE-1 <br />S" <br />SEE PLAN <br />6" <br />- <br />(i) #5's <br />- p-ry• <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />W Ww.abdesi)I;groupmm <br />AA#: 0003325 <br />A <br />a <br />� <br />�a <br />��... <br />Q <br />17L <br />0 <br />�j <br />Z <br />0 <br />> <br />yt <br />Qz <br />W <br />2 <br />O <br />V <br />9 <br />U <br />IC <br />� <br />ip <br />aLT>lDLV dt LOT: <br />SILVERDADO <br />LOT #65 <br />BLK #6 <br />PROJECT/F <br />04128.002-65061 <br />a[oL>EL.: <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />IL150 MPH EXP. <br />ROLAW A ABOUCW4M <br />L AR NO 9111M A <br />DAT M 06/04/19 <br />SCALE: 1 /4-=1 <br />SHEET <br />si <br />