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F TE1 <br />I I <br />10 <br />71 <br />1- 4"CONC. W r 1-I <br />co <br />3 <br />SLAB acr <br />IF- <br />—4 <br />- <br />—1 <br />—FM-16x18 <br />2'-8" <br />15'-0" <br />11'-8" <br />10'-0" <br />I <br />I <br />o <br />OF <br />LL <br />SLAB o <br />LL <br />I <br />I <br />�cj <br />I <br />I <br />WQ <br />11'-10" <br />7'-5" <br />20'-5" <br />d i� <br />LL <br />9 <br />C W 12x12 <br />1.1 <br />s �Tl <br />' <br />F-2 x24 <br />li <br />K11 <br />N <br />Q Z <br />— — _ — — <br />CWC-12x12— — — <br />II <br />UN¢aIiiisiiii N��W <br />YDO <br />Ut/n- <br />— r <br />� <br />4" <br />C <br />SE <br />Up TOFLOOR .Irvl IIC <br />YC <br />DVEI— <br />(FIELD <br />8 <br />II <br />EXACTLOC <br />WS <br />It <br />W <br />4 <br />3-0" <br />2'-8" <br />0 <br />9'-3" 9'-5" <br />Q <br />ac 00 <br />D,-(r <br />I N <br />I I 1 <br />TOP OF <br />SLAB <br />W <br />I p <br />R STEEL <br />I I m #3 TRA�N2EO.C. <br />N <br />MAX <br />2 � <br />I N <br />I <br />_ <br />m <br />0" FIN4"". ELEV. 0'- <br />I Y FIN. CONE. SLAB <br />I� <br />LL <br />I R <br />1 , 4 LLI 9 <br />• 2'-10" 16'-0" <br />2'-10" , <br />m — — ——FM_18x18 — J <br />4 <br />4 ml I . <br />LL <br />L— <br />FM-16x18 <br />J c N - <br />— <br />— — — — <br />v wa <br />O <br />Oa <br />LL <br />b <br />N <br />e—--FM-12x18 ----� q <br />10'-0" <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 +-O'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0-0", SEE SURVEY PLOT FOR NGVD. <br />S. 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 12" 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. 1MNDOWS, 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 />1117NDICATED #5 BAR, BNDICATES #6 BAR, NDICATES #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 =361. 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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. 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 6-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1. 530-13/ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT @000 PSQ, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s 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, BOI EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4-1.40VER <br />GENERAL <br />3 1- <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 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-1208 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)#Ss <br />FM-16xi8 <br />16, <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />- <br />12)#Ss <br />+0{p <br />FMCA608 <br />16' <br />CONTINUOUS <br />18" <br />- <br />(2)#Ts <br />- <br />VARIES <br />CW-1202 <br />12, <br />SEE PLAN <br />12, <br />- <br />(2)#5's <br />- <br />+0^{/• <br />CWC-12K12 <br />12, <br />SEE PLAN <br />17, <br />- <br />(2)#5% <br />- <br />VARIES <br />4x24 <br />24" <br />24" <br />12' <br />#5's <br />(2) #5's <br />4(2) <br />E-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#Ss <br />_0•-0„ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmupmm <br />L AA#: 0003325 <br />h <br />�i <br />V <br />0 <br />a <br />m <br />O <br />81ILsD3M & LOT <br />IIII <br />SILVERADO <br />LOT #57 <br />BLK. #6 <br />PROJECT# <br />4128.002-57061 <br />W0DEL" <br />4EHB <br />"2605—HAYDEN" <br />OARAOE SwMG: <br />LEFT <br />PACE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />DPJNT <br />A1/18/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1 <br />