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28'-8" <br />M-12X12 <br />— — — — — — <br />FM-12X18F <br />mlN <br />4" CONIC. <br />SLAB wa <br />F-24X24 <br />I <br />*-3112 <br />10 <br />1.1 , <br />EXTEND ` FM-12X18 <br />1 <br />I <br />SLAB 1 112" <br />I <br />I <br />I <br />.1 <br />I <br />I <br />1_ <br />I , <br />TOP OF <br />v <br />F <br />SLAB <br />I <br />N <br />I <br />I <br />� <br />.I <br />I <br />I <br />I <br />xl <br />�I <br />I• <br />I <br />I <br />4" PVC <br />L <br />CHASE <br />1A <br />— — — <br />— <br />N <br />I <br />i <br />• <br />* 5 1/2 <br />.%� <br />17'-8" <br />2,_8 <br />• 3'-0" 5 <br />I <br />I <br />I m <br />N. <br />I <br />I <br />I <br />IN <br />EXTEND-1 <br />2 <br />SLAB 1 12"— <br />m 4" CONC <br />•1 <br />FM-12X18 <br />I� <br />x <br />N SLAB I <br />I <br />51 <br />3'-4" <br />Ii Iya *31/2 <br />-71/2 <br />LL <br />2 <br />-J <br />FMC-12X18 <br />FM-12X18 FMC-12X18 <br />FM"12X12 <br />L� FM-12X18 <br />4 <br />4 <br />2,-8,• <br />i6'-0" <br />2'-8" <br />"0" 10•_2" <br />21'4" <br />4'4" <br />14'-0" <br />3V-8" <br />FOUNDATION PLAN <br />SCALE: 114" - 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 +-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 1/2" FELT PAPER AT THE JOINT, <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. 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, OINDICATES 06 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: 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 WWM 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 />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3112' <br />6 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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />g' <br />SEEP <br />s <br />_ <br />+Kp'-Ip <br />FM-12x12 <br />12, <br />CONTINUOUS <br />12' <br />- <br />( ) la's <br />FM-12x16 <br />12' <br />CONTINUOUS <br />18" <br />(2) #5's <br />FM-16xl8 <br />lg' <br />CONTINUOUS <br />181, <br />- <br />s <br />FMC-1208 <br />12' <br />CONTINUOUS <br />18' <br />- <br />s <br />VARIES <br />- x <br />4 <br />24" <br />s <br />i44i N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />wwwzbdesigngroup.com <br />AA #: 0003325 <br />1Ba• <br />W <br />t <br />ift <br />W <br />ZE <br />0 <br />a� <br />sVBDM ae LOT: <br />SILVERADO <br />LOT 10 <br />BLK 7 <br />PROJ=Tp <br />04128.002-10071 <br />MODEIA <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />DATI : 01/17/19 <br />scALm: 1/4"=1'-0" <br />811EET <br />sl <br />