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J ----- TE1— <br />N <br />FM-i8X18 <br />F2.30X30 <br />' 10" <br />4'-6" <br />10'-4" <br />„ 3'-2" <br />„ 3'-2" <br />i i4'-4„ <br />m <br />1 <br />I <br />m F 4" CONC. <br />W LL SLAB <br />~ <br />N a <br />F1-30X30 <br />4" PVC <br />H <br />CHASE�� <br />5,_10„ 9,_2„ 4,1„ <br />1 <br />i <br />Q I � @J Z. <br />*31/2" <br />— J <br />1" PVC CHASE %i U <br />r FM-16X18 EXTEND <br />FOR ELEC. @ /�� w d I <br />I 1 SLAB 1 1/2" T <br />ISLAND / O <br />I <br />LL <br />I <br />it <br />� <br />I <br />c? <br />TOP OF i I <br />SLAB / <br />I <br />TE-1 J <br />I <br />m <br />/ HI 4:3 1/2" <br />I <br />ILL <br />L <br />I <br />7-E1 � <br />12 <br />4 <br />f <br />1.1 <br />1 <br />I <br />29'4" <br />20'-8" <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-- TE-2 <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />I <br />-- <br />1 <br />II <br />L TE2 <br />I <br />I 1.1 <br />iv <br />8 — — — <br />11 <br />7 <br />2'_3„ 5 <br />*:5 1/2" <br />Ix <br />1.1 <br />c <br />I� <br />D <br />1 1/2"- <br />iv <br />iv 21.124X24-31/2"3'-5"C-16X18 <br />JEX <br />4' CONC.LAB2'-O" <br />16'-0" <br />4 <br />�I m <br />#F11'111 <br />3-0" 3'-2" " 7'-6"x <br />$-71/2" <br />18 <br />— <br />F124X24 <br />— — — — — — — - <br />TE-1 <br />--- <br />J <br />7,_8" <br />13'-0" <br />9'-4" <br />20'-0" <br />50'-0" <br />SLAB <br />0'-0" n <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 +-0'-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE NTH 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, DINDICATES #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 =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 402/602-16, 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 C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />616 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 />FW16x18 <br />16" <br />CONTINUOUS <br />IS, <br />- <br />(2)#5's <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />() ,s <br />#5 IN CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2) #5's <br />(-)8" BELOW GRID <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1 W, <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />Mw s <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />30" <br />30" <br />12" <br />(3) #5's <br />(3) #5's <br />(-)8" BELOW GRD <br />F2.30X30 <br />30" <br />30" <br />12" <br />(3I #SS <br />(3) #5's <br />-)12"BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />ARCRITECTd1 <br />6 <br />Gasign <br />s41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.eom <br />AA #: 0003325 / <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-8W2628 <br />FAX: 813-886-2802 <br />SUDDIV. de LAT <br />SILVERADO <br />LOT #13 <br />BILK #16 <br />PROJECT# <br />03719.001-13161 <br />MODEL <br />2795-D <br />GARAGE SKIING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />15 H nmP.B <br />r&GLJN - 07 09 21 <br />DATE: / / <br />SCALE: 1/4"=1'—O" <br />SHEET <br />si <br />