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7'-8" 10'-0" 11114" <br />Ir <br />TE-1 <br />I 4 I <br />Y-6" <br />b <br />SLAB <br />Lu 's$ 1/2 c6 w w I <br />m <br />1'-8" 9'-6" <br />a <br />9'-4" <br />0'-0" <br />8'-6" TOP OF <br />4" CONC. <br />SLAB <br />0 <br />. <br />— <br />fi <br />— — — — <br />7. <br />3 EXTEND 1 <br />1., SLAB 1 1J2" 1.1 <br />i f <br />11 I <br />It i I <br />4" PVC—,,,.,,,J <br />1 CHASE <br />I <br />fflI <br />0 <br />of <br />I� <br />1 <br />l�i <br />SLAB <br />N <br />I 11 <br />i/ <br />/ <br />I <br />� <br />I <br />I <br />I <br />I <br />x <br />§ <br />I <br />� <br />m <br />I <br />.I <br />I. <br />I <br />I <br />I <br />` \ w -5 1/2 "v <br />EXTENDI <br />\ SLAB 1 1/2" <br />a <br />�k 5 <br />'7 <br />I BOLLARD I <br />1 <br />n <br />AS REQ. PER <br />' I BLDG.CODE— <br />FM-12X18 4" CONC.( <br />2 law SLAB <br />(� a +73 112 <br />EXTEND I <br />-4" LL J <br />N <br />SLAB 11/2" --- <br />�� � <br />I� W <br />2 I <br />1 <br />1.1 <br />f <br />1.1 I 12X1 L_.'_ FM-12X18 <br />_ <br />ILL <br />m I <br />U5,_2• <br />8,_6• <br />71/2 LLI <br />FMC-12X18 FMC•12X18 <br />FM-12X18 <br />4 <br />4 <br />1 V-4" <br />4'-0" <br />13'$" <br />29'-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 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 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 />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.0INDICATED #5 BAR, OINDICATES #6 BARANDICATES #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 />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: F'm = <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 i OF SLAB SUPPORTED <br />X-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 />I THICKNESS <br />REINF. <br />REMARKS <br />6.6 W 1..1.4 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 39' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOPREINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(+)0'-0" <br />FMC-12xl8 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F -12x1 <br />CONTINUOUS <br />12" <br />- <br />2 #5s <br />-0'4" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2) #5's <br />1441 N. RONALD REAGAN Ell <br />LONGWOOD, FL32750 <br />PH: 407-7741SO78 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />l AA #: 0003325 <br />~ <br />a <br />atmEiv. ae xoT <br />ABBOTT <br />PARK <br />LOT #6 <br />BLK #10 <br />PROJECTf <br />04181.000-061 3 <br />MODEZ1 <br />3EKB <br />"1405-KEYSTONE" <br />OARAOE STrITTO: <br />LEFT <br />PACE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />D TZ 11/25, <br />SCALE: 1/4"=1'-0" <br />8HEET <br />s1 <br />