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_ _ _ <br />``; - - - - - FM-12X18 - <br />- 1 - - - - FM-12X12 <br />X <br />NI <br />9 it 4'CONC. <br />SLAB w� I <br />Z. <br />O <br />m <br />%; <br />1/2 I <br />\\` <br />10'-0' <br />i4g� <br />. I <br />z <br />-I <br />�� <br />EXTEND FM-12X18 <br />11 <br />O <br />4' PVC <br />SLAB 1 1/2' <br />N <br />I "�CHASE <br />I <br />\ <br />\ <br />\ <br />010. <br />N <br />F I <br />SLAB <br />\ <br />\ <br />\ <br />\ <br />. I \` <br />\ <br />,\ <br />LLI <br />\\ ; <br />\ <br />\ <br />TE-1 <br />tV <br />*5 1/2 <br />T <br />4 <br />6 <br />1 <br />3,_0" 5 <br />'v <br />1.1 <br />I <br />N <br />I <br />I <br />I. <br />N <br />zo <br />Im <br />I� I <br />a <br />I <br />4" CONC <br />EXTEND <br />1 Wa w SLAB <br />1 <br />SLAB t 1/2' <br />1.1 IN o. �-0 1/2 <br />81 <br />FM-12X18��2 ----J <br />Vim[ <br />N <br />- <br />I <br />1 *7 1/2 <br />_ <br />3 Ii I <br />o <br />�I <br />2 <br />jli4FMC-12Xl8 $1 FM-12X18 °r <br />1.1 <br />1 <br />ii 1 <br />(MIN) (MIN)° <br />- - - - - - - <br />FMC-12X/8 <br />- <br />L FM-12X18 1.1 <br />- - - - - - J <br />o <br />4 I 4 <br />1.1 1.1 <br />14'-0" <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 +-0'-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 />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 112" 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.OINDICATED #5 BAR, [INDICATES #6 BAF,I♦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 2,0D0 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.630-131ASCE 5-13, USING: Fm = <br />1,500 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 t, OF SLAB SUPPORTED <br />3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Bth EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4xW 1.4 OVER <br />GENERAL <br />31/2' <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 />10' <br />- <br />s <br />FW12X12 <br />12" <br />CONTINUOUS <br />12" <br />(2) #65 <br />- <br />+ p•.p• <br />FM-12X18 <br />12, <br />CONTINUOUS <br />18, <br />- <br />(2) It5's <br />- <br />(+)0--0- <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18' <br />- <br />s <br />+0'-0' <br />FMC-12xi8 <br />12' <br />CONTINUOUS <br />18' <br />- <br />s <br />#5 IN CURB <br />VARIES <br />-24 4 <br />24 <br />24- <br />s <br />(-)0'4' <br />CELL REBAR VERFICALLY W/ CONC. <br />POUR <br />TEXTURED FINISH <br />6' DMD <br />s. ME.. 2.'0 0 <br />4'OONC,.RENF. WW <br />W 4 WWM ON 6M0. PO <br />ETHYLENE BRIERON <br />_ WELL -COMPACTED <br />AR <br />D CLEPN FILL. <br />--EA-NT 9NALL BE <br />BORACARE, <br />Ills PEBIA CONTIMIOUE <br />4s REB.ON CHAtRB W/ V MN. COVER <br />FOOTING) FOR Ott. -2- <br />soI VEK1NOR 45. <br />camACTEo <br />EXTENDED MONO FOOTING <br />UW/ BLOCK WALL 0 GARAGE <br />1 sCA E:IR'•1'-0 <br />I N. RONALD REAGAN 8L <br />LONG WOOD, FL 32760 <br />PH: 407.7746078 <br />FAX: 407-7744078 <br />www.abdaigngmp.com <br />AA M: 0003326 <br />1 <br />1 <br />7 <br />S <br />Y <br />Q <br />1.4 <br />[avaDIV. ea LOT <br />ABBOTT PARK <br />LOT #18 <br />BLK #10 <br />PnOJECT# <br />04181.000-18101 <br />"ODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE OWEWO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DATE: 07/29/20 <br />acALE: 1/4"=1'-0" <br />8HEET <br />s1 <br />