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1 TE 1 7 <br />+-31rr I <br />>b <br />I� 4"CONI�I <br />SLABD I <br />3 <br />1.1 <br />I --------- <br />FM-12X18 4 <br />-------m <br />1 <br />—, <br />1 <br />1.1 <br />EXTEND <br />8 11" <br />SLAB <br />I <br />it <br />I <br />11 <br />• N <br />00 <br />LLI <br />I <br />21' 2" <br />m <br />N <br />io <br />m <br />1 <br />N <br />ILL <br />$°O <br />i SLAB <br />I <br />I <br />I <br />' <br />� <br />EXTEND <br />—TE_2 —SLAB 1 1/2" <br />4• CONC. <br />5 <br />SLAB <br />$-51/2 h <br />10 <br />TOP OF <br />8LAB <br />13'-4" I' <br />15'-6" 2'-8" 4" I <br />18'-6" I 19'-6" <br />I <br />m <br />I <br />G <br />ILL <br />V <br />$ <br />I I <br />N <br />I N <br />CONC. �I <br />m <br />EXTEND I <br />H <br />14" <br />2 I SLAB Owl <br />al <br />SLA011/2" <br />LL <br />1.1 I 4-3 1/2 y <br />I 1 <br />*71nI <br />70 4 11 1 <br />FMC-12X18 FM-12X18 FMC-12X18 <br />I <br />1 0 1.1 FM-12X18 <br />4•_2, <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <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 NGVO. <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, MINDICATES #6 BAR,WNDICATES #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 =38"), 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" OWS" 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 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 />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] 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 />I LONG <br />TEA <br />8" <br />E PLAN <br />8" <br />- <br />s <br />(+)0"-0" <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Ss <br />FMC-12xis <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)# s <br />- <br />VARIES <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12" <br />2 #5's <br />+ " <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />L AA #: 0003326 <br />1 <br />%pp <br />z <br />A <br />gzp <br />C <br />BUHDIV. At WTI <br />SILVERADO <br />LOT #12 <br />BLK #18 <br />PROJECT# <br />04128.002-12181 <br />MODEL ' <br />4EWB <br />' <br />1499—FREEPORT" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />APCHrrECT• <br />DA 10/09/19 <br />SCALE: 1/4"=1'-0" <br />8IiEET <br />s2 <br />