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39'.8" <br />28'4r <br />• — <br />— FM-12X12 — — — — <br />1 — <br />— FM712X18 — — — <br />— — — <br />m <br />I' <br />4" CONC. 4 <br />IN <br />WILL SLAB ILL <br />I <br />ILL <br />OW <br />m a �3 1/2 1'-0• I.F-24X24 <br />l <br />10'-0" <br />0 <br />I. <br />r 1 <br />FM-12XI8 EXTEND <br />SLAB 1 1/2" <br />I <br />• I <br />I <br />1 <br />I <br />11 <br />I <br />e <br />I <br />TOP OF <br />SLAB <br />I <br />M <br />�I <br />I <br />I <br />I <br />I <br />I <br />IN <br />ILL <br />I <br />I. <br />I <br />•I <br />I <br />I• <br />I <br />1 <br />4" PVC <br />I <br />0 <br />1%CHASE <br />TE-1 <br />— <br />i <br />I <br />N I <br />,:51/2 <br />' <br />42.-w <br />17•-8" <br />`I <br />�'�� <br />5 T-0" <br />m <br />I <br />I <br />o <br />LLI • <br />1 <br />TEND <br />�--' — — —'1 <br />SLAB 1 1/2" <br />2 <br />14" CONC. FM-12X18 <br />SLAB awl <br />1 *3 1/2 coa) <br />I '-/" <br />I(5 <br />LL <br />---- O <br />LL 2 <br />71/2 <br />i <br />1 in <br />.1 <br />ao <br />L 1.1 <br />FM-12X18 1_ J <br />0 <br />FMG12X18 ' <br />FM-12X18 <br />FMG12X18 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" 3'-10" <br />2'-8•' <br />21'41" <br />14'4r 4'1" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />Lei <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 +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 />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 #8 BAR, OINDICATES #6 BAR,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 (05 = <br />3(r, #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 #55 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.1. 530-1 WASCE 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 (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 wm, 1.40VAPOR VER <br />GENERAL <br />312" <br />6 <br />6 MIL <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 />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />101, <br />FM-12z12 <br />12, <br />CONTINUOUS <br />12' <br />- <br />(2)#Us <br />FM-12118 <br />12' <br />CONTINUOUS <br />18 <br />- <br />(2)#5's <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />FMG12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />VARIES <br />za" <br />24' <br />li N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup eom <br />AA #: 0003325 <br />�a <br />4 <br />d <br />S <br />5 <br />ti <br />BUBDrv. ae MT: <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PROJZCCT# <br />04128.002 24181 <br />MODEL- <br />4EBB <br />°1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />1 PAGE: <br />FOUNDATION <br />PLAN <br />150 APH IV. B <br />DPRINT 04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />