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TE-1 � TE-1 L <br />FF2-24X2 <br />X2 4 <br />3 1 M-i6X18 1 F2-24X24 <br />1.1 \1; 1A wl 1.1 <br />4" CONC. O w w l <br />` <br />q <br />Y <br />a <br />I SLAB <br />I <br />*3 1/2" 1.1 <br />X <br />FM-18X18 <br />V <br />ILL 4„ PVC `��1 B,_2�� 4'-4"7,-0„ <br />iro <br />CHASEN" <br />� I <br />M <br />I <br />I I <br />I <br />``� TOP OF <br />TE-1 <br />— SLAB <br />Z <br />o <br />,n-31/2 <br />a <br />N <br />m <br />J 1" PVC CHASE x <br />I— TE-1 FOR ELEC. @ im <br />12 � ISLANDI <br />F <br />I I <br />I <br />I <br />I I <br />I <br />16-6" ``1 23'-6" <br />uO1i <br />I <br />4 <br />TE-1 <br />1 <br />� <br />r <br />w <br />EXTEND <br />IL6 SLAB 1 1/2" I <br />. <br />N <br />M <br />L — TE-1— I <br />8 <br />6'-8" 5'-4" <br />4'-10" 2'-8" 4" <br />I <br />I <br />*:3 1/2" IF <br />I I <br />cq <br />Ix <br />x <br />I I <br />EXTEND — <br />SLAB 1 1/2" <br />___—� <br />N <br />1i <br />Ig <br />L 4" CONC.I I <br />"4'-6' <br />I W <br />Ilaw SLAB I I <br />Q0- 31/2" I <br />1.1 <br />y 1.1 <br />I <br />m I 4„ 5, 2„ 4„ <br />m <br />I TE-1 ILL <br />I <br />*-51/2" I F2-24X24 1 1 I <br />FMC-16X18 <br />1.1 1 7 <br />FMG16X18 � — FM-16X18 J <br />FM-16X18 <br />c <br />4 4 <br />2'-7" 160" <br />2 7" <br />4'-4" I. 8'-8" <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'4", SEE SURVEY PLOT FOR NAVO. <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.OINDICATES #5 BAR, IIINDICATES #6 BAR,I♦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 900 <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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER ] OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />DOWEL LEGEND <br />© B'xS' MASONRY COLUMN <br />W/ (2) WS ARE <br />DESIGNED TO BE <br />PLACED N CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN W/ 93 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF, <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <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-16k18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />( s <br />#51N CURB <br />VARIES <br />F-2424 <br />24" <br />24" <br />17' <br />() s <br />() s <br />- <br />(+)0"-0' <br />TEA <br />8" <br />SEE PLAN <br />S' <br />- <br />e <br />#51N CURB <br />(-)0'-0" <br />F1-30X30 <br />30" <br />30" <br />12" <br />(3) #5'S <br />s <br />F1-42X42 <br />42' <br />47' <br />12" <br />(3) #6'S <br />O 7 S <br />F2-24X24 <br />24' <br />24" <br />1T <br />(2)#5'S <br />(2TWS <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-0" <br />I R C N IT E C T 1 <br />6 <br />GrDe 11n <br />41 N. RONALD REAGAN St <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F4 <br />oN <br />U <br />Aot <br />4 <br />R <br />SUHDIV. & MT: <br />SILVERADO <br />LOT #18 <br />BLK #16 <br />PROJECT# <br />03719.001-18161 <br />MODEL.- <br />"2045-LANTANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 PH <br />