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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.OINDICATED #5 BAR, DINDICATES #6 BAR, IIINDICATES 07 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 />16. 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 />1,600 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'-O' 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, 61th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF <br />REMARKS <br />Bx6 W 1.4xW 1.4 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 301 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 />(2) #5's <br />FM-16x18 <br />16' <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />(+)0'-0' <br />FMCA2x18 <br />12' <br />CONTINUOUS <br />1B' <br />- <br />(2)#Fs <br />#5 IN CURB <br />VARIES <br />FMC-16XI8 <br />18' <br />CONTINUOUS <br />18• <br />- <br />(2) #V. <br />#5 IN CURB <br />VARIES <br />CW-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)#55 <br />+0".0' <br />CWC-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />TE-2 <br />12' <br />SEE PLAN <br />e' <br />- <br />(2) #5% <br />FI-24x24 <br />24' <br />24- <br />12, <br />2)#5's <br />(2)#5s <br />+p".p• <br />F2-2024 <br />1. <br />24' <br />12' <br />(2)Ws <br />(2)115's <br />_ <br />•-0'BaOWGRADE <br />F324x24 <br />24' <br />24' <br />12' <br />s <br />s <br />(-)V-00B GRADE <br />F1-30X30 <br />30- <br />1. <br />12' <br />(3) #55 <br />(3) #5's <br />• 41'BaOWGRADE <br />F-30X30 <br />1. <br />1. <br />12' <br />(3)#5'6 <br />(3)#5's <br />_ <br />4•t?gGWGRADE <br />CMC-12X12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)#68 <br />#5 IN CURB <br />VARIES <br />FM-20X18 <br />20' <br />CONTINUOUS <br />18• <br />(2)#5's <br />+0'-0' <br />' <br />I <br />_ <br />FM-12X18 <br />I I <br />4'-2' <br />3-10' Y-10' 5'-2' <br />I I <br />9 <br />1W2'2'8' <br />c <br />EXTEND END OF <br />0 <br />cO- IiI <br />B <br />SLAB <br />w <br />4q <br />'P VC CHASE UP <br />OOND. <br />70� <br />$ <br />O EXTEND <br />n SLAB 1 11V <br />mPOFPcc <br />` <br />CONIC. <br />1I <br />II. <br />(1�1�'III(IIIIIIIIII <br />) <br />t1•tt <br />uiui�rai11ri�ri11 <br />FM-16X78 <br />-I1 -7c'4 <br />-1.1 <br />-1B-1 <br />FM-18X <br />-` -- <br />8 <br />-U <br />- -- <br />-�° - <br />�IIIIII)llIIIIII <br />-mm <br />/ `\ <br />`19�.� <br />III1iIIIIIiiI <br />12 <br />11--.2`1 <br />`- <br />.1 . <br />� <br />IIIII(IILrI1II <br />(1G#5 B 2X4 WOOD <br />��N3�N�-� <br />ROUTEWALL W/ SYP. <br />CE# 2 STUDS ® <br />�� <br />``Y�•t�N <br />BENEATH 12'O.C. <br />` <br />`-/ <br />WINDOW <br />31'-0'#4 X <br />7'-0" <br />W/ Io" OOK030O.0 . <br />/t33',-_55.. <br />28'-10" <br />81-9" <br />1" PVC CHASE <br />9 <br />1 <br />FOR ELEC. <br />1 <br />0'"4°A/C CHASE CONDUIT <br />%%" BF <br />�r-`--` <br />`4 <br />``SSLA <br />t1' <br />zz'-1 <br />2X4 WOOD <br />`WAIL <br />STP. <br />�``--\\ <br />2T- <br />D- S- <br />�- \�-= <br />12'O.C. <br />CW- I <br />-# CW-1212 <br />12X72j <br />, <br />L-----J - ----- 12X12� <br />43 <br />a <br />9,-7" 8' 8" <br />203's'CW- <br />I 9 <br />I <br />CWC-12X72� <br />I <br />I <br />2X4 WOOD WALL <br />•t <br />3 FM-16Xi8 <br />q <br /># <br />I W/ SYP, # 2 <br />I STUDS 0 12° O.C. <br />w ( <br />N <br />5 <br />2'-8' <br />I I STTUUDSCE UNDER 0$ 0_ m <br />mi <br />Q <br />W <br />I EA. TRUSS F <br />71 <br />F30 0 B <br />I 1 SLAB <br />LLI <br />to <br />I <br />q <br />z <br />I <br />I <br />N <br />I <br />w <br />I 10'-0' <br />3'-0' <br />e'-4' <br />I I <br />(1) GROUTED <br />° <br />31 <br />I <br />CELL <br />I <br />w O <br />a <br />19'1' <br />10'-4' U <br />I <br />I EXTEND <br />BENEATH I <br />WINDOW SILLI <br />FM_16XIS <br />------� <br />a <br />1.7 <br />ri <br />SLAB <br />17 <br />3'-0' <br />LL <br />F-30X30 K I <br />w <br />4 <br />$ 10 <br />I <br />m <br />I <br />a <br />2 <br />O <br />FM-12X18 <br />3 FMC-16X18 <br />e <br />1•t <br />• I <br />M-16X18� <br />11 <br />4 <br />10 <br />- <br />m <br />t t <br />I F1-3OX30 <br />FMC-12X18 -0R-(-)7 FMC-12Xt8 <br />m <br />_ <br />1 i t <br />? <br />F11M12x18 <br />`r <br />FOUNDATION PLAN <br />SCALE: 1/4"=1'-O' <br />I I C N I T I C T $1 <br />2 Nsign <br />41 N. RONALD REAGAAAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY. <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8439 BEAUMONT CENTER BLVD. <br />SUITE SOO4 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813888.2802 <br />SUIBDIV ae LOT <br />SILVERADO <br />LOT#8 <br />BLK 13 <br />PROJECTIV <br />03719.000- 08131 <br />MODZI, <br />JORDYN <br />OAIiA6Si 8T►INO: <br />LEFT <br />PAOR: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. C <br />