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(' EXTEND <br />/ SLAB 1 112" <br />,I <br />Y <br />Y <br />- <br />— — — — — — — — — — — <br />3 FM-12X18— <br />_ _ <br />FM-12X12 <br />1.1 1 <br />4" CC. <br />II <br />SLAB <br />wlII <br />om <br />-ON <br />3 1/2"W <br />-24X24J <br />F <br />2-6" <br />9-6" <br />FM12X18 <br />1 <br />i <br />„ I <br />I <br />�0 0 <br />Im I <br />1" PVC CHASE <br />i' TOP OFSLAB I <br />_4 <br />FOR ELEC. @ 1,lfl <br />ISLAND <br />LL 1 <br />,., <br />I � <br />19'-0" I <br />"' <br />I O <br />uaDi <br />4. PVC <br />END <br />CHASE <br />1/2= <br />fLAB <br />— — TEA — — <br />I <br />Y 5 1/2" <br />4" CONC. <br />I <br />SLAB <br />m Z <br />TOP OF <br />17'-8" 2'-8" <br />I!R <br />I <br />� <br />W <br />I <br />EXTEND <br />2 u� SLAB 1 1/2" <br />FM-12X18 <br />4"cave <br />�a 1 <br />¢ SLAB <br />. <br />LLI <br />g,.q„ 6" I JNa $.31/2" <br />I <br />2 <br />11 <br />7 1 /2" FMC-12X18 1 / <br />FMC-12X18HLr <br />m <br />4 4 <br />1.1 FM-12X18 1'1 <br />L FM-12X78— J <br />— — — — — <br />—1.7 <br />_ <br />FW12X12 <br />2•-8" <br />2'-0" 1, 4'-4" 1,2'-0' 1.2'-6"1 <br />FOUNDATION PLAN <br />SCALE: 1/4" = 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 +4-0", 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 />11.0INDICATED # 5 BAR, OINDICATES #6 BAR,MNDICATES #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: 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 4 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2) #5s <br />(+)0'-0" <br />FMCA2x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />s <br />s <br />(.)0"4' <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#69 <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />Y <br />$ <br />• <br />•+ <br />m <br />W) <br />0 <br />x <br />SUBDM & LOT <br />SILVERADO <br />LOT #40 <br />BLK #18 <br />PIS T <br />04128.00 -40181 <br />MODEfi <br />4EAB <br />"1672-ARIA" <br />GARAGE SMING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />31 <br />awTEo 07/30/20 <br />SCALE• 1/4"-1'-0" <br />sl <br />