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90 �4 <br />7A'.A" <br />28'-8" 11'-0" <br />,-4" <br />— 1 — — — FM-12X12 <br />— — — — FM-12X18 — <br />1.1 <br />4"CONC. <br />SLAB <br />I <br />LLrI <br />oa: <br />- <br />22424 <br />1 LL <br />V-w3 210 <br />I <br />1-0"ao <br />10 <br />• <br />EXTEND FM-12X18 1 <br />SLAB 1 1/7 <br />I <br />I <br />I <br />I iv <br />T� I <br />SLAB <br />Im "' <br />I� <br />I <br />I <br />I <br />I <br />I <br />�I <br />LLI <br />I• <br />I 4" PVC <br />I <br />CHASE <br />L— <br />— — — <br />I I• <br />I � � <br />+5 12 <br />l-'- <br />4" <br />• 3'-0' S <br />I a <br />I I <br />io <br />' <br />I <br />ILL o <br />EXTEND <br />, <br />2 <br />SLAB 1117 <br />,., -- <br />FM-12X18 m �� 4' CONC <br />. I <br />' )a w SLAB <br />oa <br />3'-4" I X. 12 ; I , <br />I <br />12 <br />2 a <br />-3 <br />b J <br />FMC-12X18 FM-12X18 v <br />FMC-12X18 <br />L FM-12X18 J <br />171 <br />4 4 <br />2'-8" <br />16'-0" <br />2'-8" <br />4'-4- <br />3"0" <br />10'-2" <br />21'-4" <br />14'-0" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" - l'-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 +-01-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERVMSE. <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 />8. 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 />DRAWNGS. <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 />WY WINDODOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13NDICATED #5 BAR, BNDICATES #8 BAR, EDICATES #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 (N5= <br />30", #8.361, 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 ALL ALLOWABLE <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 OVS AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />I S. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-131ASCE 5.13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C470 GROUT MW PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR VVIIYM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />618 W1.4-1.4 OVER <br />GENERAL <br />3 1/T <br />S 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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10' <br />FM-12112 <br />12, <br />ONTN S <br />12' <br />(2)#53 <br />+d^ <br />FW12x18 <br />'121 <br />CONTINUOUS <br />18" <br />2 #5's <br />+ 0'-0" <br />FM-16x18 <br />18" <br />CONTINUOUS <br />19, <br />- <br />(2)#Ss <br />+0"-0" <br />FMC-12x18 <br />17' <br />CONTINUOUS <br />18' <br />- <br />(2)#SbVARIES <br />F-24x24 <br />24" <br />24'• <br />17' <br />a <br />(-)0"-4" <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdeskgngroup.eom <br />AA #: 0003325 <br />W. <br />as <br />t <br />51 <br />IL <br />uJ <br />X <br />� <br />o <br />O <br />0 <br />— <br />¢¢ <br />3 <br />dUaDIV i6 LoTt <br />SILVERADO <br />LOT #1 <br />BILK #17 <br />PROJWT# <br />4 8.002-01 71 <br />MODEr 1 <br />4EBB <br />"1828-CALI" <br />GARAGa BIFEW03 <br />LEFT <br />PAGIM <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DA 10/09/19 <br />SCALM 1/4"=1'-0" <br />amemm <br />s1 <br />