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39'$" <br />28'A" <br />• <br />— FM-12X12 I — <br />—w <br />— — — FM-1— — — <br />— — — - <br />IN <br />I'F <br />4"CONC. <br />I <br />ws- SLAB Im <br />I� <br />Ow <br />�a �312 l <br />1'-0' LF-24X24 <br />I <br />10 <br />I . <br />1.1 <br />1 <br />r 1 <br />FM-12X18 XTEND <br />1.1 <br />1.1 <br />I <br />SLAB 1 1/2' <br />I <br />I <br />.I <br />I <br />TOO <br />I <br />I <br />. <br />I <br />SLAB <br />n <br />• I <br />I <br />I <br />�I <br />I. <br />I <br />I <br />Ix <br />I <br />,I <br />I. <br />I <br />I <br />I <br />5'-0" <br />16-8" <br />I• <br />I <br />I 1 <br />4'PVC <br />I <br />CHASE <br />-512 <br />z,� <br />5 3'-0" <br />I <br />I <br />I <br />I <br />�I <br />I <br />�I <br />1-EXTEND <br />r--- W� <br />1• <br />1C1Z' <br />z.1 <br />CONC m FM-12X18 <br />SLAB2 <br />II <br />*31- <br />ISLAB <br />4 <br />112M.1 <br />FM-12XIB <br />F-1 <br />_7121 <br />_ <br />FM2X1FM-12X18 81 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" <br />3'-101' <br />2'-8" <br />16'-0" <br />2'-8" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/a" = V-0" <br />3 <br />1.1 <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 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. ONDICATED #5 BAR, @JDICATES 06 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 />391, #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 ONALLALLOWABLE <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 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: Pm= <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 } OF SLAB SUPPORTED <br />3'-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, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.40VER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 3d' LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />8" <br />SEE PLAN <br />101, <br />- <br />5's <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />lFMC-l2xl8 <br />12" <br />CONTINUOUS <br />18" <br />(2)#Ss <br />16' <br />CONTINUOUS <br />18" <br />- <br />(2)#6s <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5s <br />24" <br />24" <br />12" <br />s <br />s <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwAbdesigngmup.com <br />AA #: 0003325 <br />� <br />11yy <br />SID <br />U <br />3M3DIV. de LIT: <br />SILVERADO <br />LOT #22 <br />BLK- #7 <br />PROJECT# <br />04128.002-22071 <br />MODEL. <br />4EBB <br />"1828-CALI" <br />GARAGE 91MV311 <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />APA*W ECT- <br />8TATE OF FLOPoDA <br />0ARNOM370 <br />D TM 06/03/19 <br />SCAim 1/4'=1'-0" <br />>9HffiET <br />s1 <br />