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28'-8" <br />9'-8" <br />• <br />— — — <br />FM--12X12 <br />— <br />1 <br />— <br />— — — — — — — — <br />FM-12X18 <br />— — <br />IN <br />4" CONC. <br />IN <br />a SLAB 0 <br />� a 4:3 1/2 I�F-24X24 <br />I <br />10.4. <br />10 <br />.1 <br />1 <br />� 1 <br />FM-12X18 EXTEND <br />1.1 <br />1 <br />I <br />SLAB 1 1/2" <br />I <br />I <br />I <br />I <br />I <br />S.° F <br />N <br />I <br />N <br />gl <br />I. <br />I <br />IX <br />I. <br />I <br />I <br />I <br />.I <br />I' <br />I <br />19'-0" <br />5'-0" <br />15'-8" <br />I 1 <br />4" PVC <br />I <br />1%CHASE <br />1 <br />1.1 <br />_� <br />_ <br />TE1 <br />--- <br />— J <br />1 /2 <br />Fz4:5 <br />` <br />I <br />I <br />I <br />'7I <br />I <br />I <br />I <br />$ <br />N <br />91 <br />LLI <br />. I <br />EXTEND <br />SLAB 1112" <br />2 <br />1-CONC. �1 FM 12X18 <br />1 SLAB awl v <br />x <br />Oa . <br />I-3 1/2 N I I <br />�---- <br />3'-4" <br />� <br />ILL <br />2 <br />7 112 <br />+ <br />1 <br />t <br />, <br />I <br />L 1.1 <br />FM-12X18 I J <br />FN412X12 <br />FMC-12X18 <br />FM-12Xi8 <br />FMC-12X18 <br />4 <br />4 <br />7.1 <br />1. <br />10'-2" 3'-10" <br />2'-8" <br />16'-0" <br />2'-8" <br />21'4" <br />14'-0" 4'-4" <br />39'-B" <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-0" <br />4" CONC. <br />SLAB <br />D -0 -TOP TOP OF M <br />SLAB <br />3.6 <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4, REFERENCE ELEVATION + 0'4", 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 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, GINDICATES #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 AG 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. 53D-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: 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 />3'-0" O/C MAX. SEE PLAN FOR VWVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, BM EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />W1.4xWlA OVER <br />GENERAL <br />1 3 1/2' <br />16.6 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3tl' LEG EACH WAY. <br />MARK <br />I WIDTHN2V <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHOT <br />LONG <br />TEA <br />of <br />1 <br />- <br />s <br />(+ 0'-0" <br />FM-12x12 <br />12" <br />12, <br />- <br />() 's <br />+ 0"-ry• <br />FM-12x18 <br />12, <br />loll <br />(2)li6's <br />(+)0'-a' <br />FM-16xl8 <br />W, <br />18" <br />FMC-12x18 <br />12' <br />181, <br />- <br />s <br />VARIES <br />- x <br />24 <br />s <br />s <br />(-)(y'4" <br />M N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.eom <br />AA #: 0003326 <br />Y <br />0 <br />r� <br />C <br />a <br />tstmiav ae LOT <br />SILVERADO <br />LOT 9 <br />BLK 7 <br />11PROJZCT# <br />04128.002-09071 <br />MODEL: <br />4EBB <br />"1828-CALM" <br />GARAGE E IING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%J50 MPH EXP. <br />a TE 01/17/19 <br />8CALE: 1/4"=1'-0" <br />8HEET <br />S1 <br />