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.TE-1 c <br />- IF�X30 -- --- iv <br />O0 4" CONC. n I ~ 4 <br />9w LL SLAB <br />o m IF Ow � <br />J0 <br />u1. Y <br />4'1"N <br />o 3 112" iq <br />— — ——FM-16X18 EXTEND <br />1 SLAB 1 1/2" T <br />N I 1.1 <br />M 22 -2" <br />I <br />I <br />4 I <br />o I <br />Im <br />I� <br />• I <br />4 <br />1 <br />I <br />a I <br />• I o <br />N I <br />ih <br />io I <br />9 29'-i" <br />in <br />— — <br />— — FM-i6X18— <br />— <br />4'S" <br />1014, <br />3'-2" <br />T-2" <br />//4'4" <br />/ <br />i� <br />4"PVC if <br />CHASE� <br />1" PVC CHASE <br />11 <br />i <br />° I (az <br />I� <br />J <br />w <br />FOR ELEC. (� <br />ISLAND <br />i <br />O <br />J" I <br />8'-10" <br />191-W <br />ccocaoc <br />c a <br />__$P Of <br />TO <br />; <br />SLAB <br />T-2" I <br />I r <br />I <br />I <br />I <br />I <br />— — TE2 — — <br />o <br />Wo <br />C� <br />F �� <br />i .� <br />„ <br />/I <br />I • a°V <br />�_rl■� <br />• <br />a <br />O <br />rm <br />IS Sk. <br />I <br />-7 tl2— — — — <br />1 FM 1— <br />20'-0" <br />CONC. <br />SLAB <br />a-y iWn <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 +-W-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 112" 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.GINDICATES #5 BAR, BIINDICATES #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 (f5 = <br />30", A6 =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 95'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402I602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "W 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 j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WIN 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 WlA.W1.4 OVER <br />GENERAL <br />3 VT <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' 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 />10' <br />CONTINUOUS <br />16, <br />- <br />(2)#Vs <br />FMC-1618 <br />18" <br />CONTINUOUS <br />18" <br />- <br />O s <br />#5 IN CURB <br />VARIES <br />F1-241Q4 <br />24" <br />24" <br />12 <br />I-18" BELOW GRD <br />TE-1 <br />W <br />SEE PLAN <br />8' <br />- <br />(1) 's <br />_ <br />001411 <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) <br />- <br />01-0' <br />CWC-12X12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />O '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 />1-""BELOW GRD <br />F2-30X30 <br />30' <br />3W <br />12' <br />(3).1 <br />(3) #Ss <br />-)12' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />er <br />rign <br />al lsl _ <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesiglgroup.eom <br />AA is 0003325 <br />DBBY:A.B. GROUPDINC.5438 BEENTER BLVD.4TAMPA 33634PH-2628FA2902 <br />BIIIIIIIII <br />SVHDIvi & LOT <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />PROJECT# <br />03719.000-01161 <br />MODELv <br />2795-CAMDEN <br />GARAGE 87FIMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 JLPH EXP. B <br />DHnn <br />w 03/24/21 <br />8CALE: 1/4"=1'—O" <br />SHEET <br />s1 <br />