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.lw_w <br />3V-8" <br />27'-2" <br />X-6" <br />J <br />TE-1 <br />— — — <br />— <br />_ <br />— FM 16X18 <br />_ <br />_ <br />�� <br />F2-30X30 <br />8•-4' <br />10'-3" <br />3'-2" <br />3'-2" <br />i "4'-5" <br />m <br />I <br />4" CONC. <br />w� SLAB <br />~ <br />-� a <br />F1-30X30 <br />4" PVC i i <br />N <br />CHASE i <br />i <br />5 10" <br />9 2" <br />4 4" <br />'/ <br />$-3112 <br />J <br />1"PVC CHASE <br />V <br />FM-i8X18 <br />_ <br />EXTEND <br />FOR ELEC. <br />' <br />SLAB 1 1/2" <br />ISLAND <br />; <br />0 <br />11 <br />22'-2" <br />8'-10" <br />19'-0" <br />i <br />f? <br />'VT -OP OF, <br />f� <br />SLAB <br />i <br />r� <br />i <br />i <br />4 <br />if <br />if <br />29'4" <br />20'-8" <br />�I <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I <br />I. <br />1 <br />L <br />T E-Z <br />1.1 <br />iv <br />--_ <br />----J <br />71 <br />7 <br />2'-3. 5 <br />*:51/2 <br />ro <br />�I 5'-6" <br />2-8- 2'-8" <br />2 <br />g <br />I 10'-10" <br />18'-10" <br />1.1 <br />. I <br />EXTEND <br />SLAB 1 1/2" <br />I . <br />11 <br />iV <br />1.1 <br />.F�16X1g <br />—. <br />N <br />aw <br />0 <br />F1.24X24 <br />h <br />-3 1/2 <br />4 <br />mI <br />x <br />12 . <br />' <br />3-0" <br />UI <br />FMC-16X18 <br />4" CONC. <br />LL I <br />wSLAB <br />8' 0" <br />10" 2'-0" <br />16'-0" <br />2-0« <br />I <br />4 <br />_ <br />W6111X18 <br />5,4« <br />9,-0" <br />�" <br />4 <br />:71/2 <br />FM-18X78 <br />F1-24X24— <br />1'1 <br />LL <br />FM-16X18 <br />_TE-1 <br />J <br />20'-0" <br />50'-0" <br />SLAB <br />SLAB FOUNDATION NOTES <br />( 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />3 2. TOP OF FINISHED SLAB SHALL BE -4-0". <br />1.1 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + O'-W, SEE SURVEY PLOT FOR NAVD. <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 />11.13INDICATED #5 BAR, GINDICATES #6 BAR,ENDICATES #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 />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 #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: Fm = <br />1.500 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />T-O" 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 />Bx6 W1.411.4 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 30" LEG EACH WAY. <br />MARK <br />I WIDTH <br />i LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />FM-16x18 <br />18' <br />CONTINUOUS <br />18" <br />(2)#5sFMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />6 <br />#51N CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />17' <br />( s <br />"BELOW GRDTE-1 <br />8"SEE <br />PLAN <br />8" <br />JSHORTLONG <br />- '-4" <br />TE-2 <br />8"SEE <br />PLAN <br />8" <br />sCWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />s <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30" <br />30" <br />12" <br />(3) #5's <br />- 8"BELOW GRO <br />F2-30X303030" <br />12" <br />(3) it5's(-)12" <br />BELOW GRID <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />A I C N I T I C T i <br />6 <br />Groui �n <br />'l41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdWpgroup.com <br />AA#: 0003325 <br />DRAFTING BY: <br />A B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUML <br />TER BLVD. <br />SUTAMPA, 33634PH: 8828F802 <br />BUDDIV. & LOW <br />SILVERADO <br />LOT #9 <br />BLK #13 <br />PROJMCT# <br />03719.000- 9131 <br />MODZU <br />2795- B <br />GARAGIC 8WING: <br />RIGHT <br />PAGIC: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />