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'CONC. <br />SLAB 501-Ol.F' <br />27'-2" <br />-TE1 - -� <br />\� <br />- <br />- <br />- FM-16918 - <br />- <br />- - - <br />N <br />3 <br />1.1 <br />I'll, <br />3'-2" <br />T-2" <br />10'-4" <br />81-C <br />f2-3OX30I <br />`\` 1 <br />X <br />a <br />I <br />4" CONC.- <br />o <br />\\ <br />`\\\\ <br />SLAB <br />OJ a ~ <br />4 PVC <br />`\\CHASE <br />F1-30X30 <br />Y ' <br />o <br />-31/2* <br />10 D <br />1.1 <br />c <br />N <br />I U 1" PVC CHASE <br />job FOR ELEC. @ <br />\ <br />`�``\` <br />- <br />EXTEND FM-16X18 <br />U, O ISLAND <br />`f <br />SLAB i 12" 1 <br />I al n \ <br />N <br />a___________ <br />I �0\ <br />___________ <br />;o <br />TOP OF� c? <br />SLAB <br />T-2" <br />L TE-1 <br />� <br />I <br />o <br />\`\ <br />LL <br />\\�\` <br />T� <br />12 <br />1.1 \ <br />\� <br />A <br />ao `,\\ <br />I <br />N <br />a <br />I:A <br />\a <br />1 <br />cn <br />I <br />N <br />4 <br />20'-8" <br />29'4" <br />4 <br />un <br />ro <br />N <br />M <br />I <br />7. <br />7 <br />I <br />I <br />� <br />c <br />_ <br />� <br />= <br />- <br />I <br />I <br />I <br />4 --- <br />V <br />TE2 -- <br />I <br />L---- TE2 <br />I <br />8 <br />iv <br />1.1 I <br />1.1 <br />7 <br />N <br />1.1 I <br />I -5 1/2* <br />5 2'-3" <br />I�Kv <br />i <br />1.1 <br />2 <br />2 -B <br />2 -8" <br />E <br />5 " <br />I b <br />U - <br />10'-10" <br />1.1 18'-10" <br />m <br />I <br />EXTEND <br />SLAB 1 12" <br />io <br />v <br />w <br />I <br />it <br />1.1 <br />I <br />FM-16X18 <br />a <br />O <br />Fi-24X24 <br />x <br />? <br />-3 1/2" <br />N <br />Iti <br />t1 <br />a <br />FMC-16Xi8 <br />3'-5 "1 <br />" CONC. <br />SLAB <br />4 2 <br />A <br />m <br />_ <br />FM-1 18 <br />-7 112* 4 <br />FM-16X18 <br />q <br />F1-24X24 <br />- - - - FM-16X78 - - - - <br />u <br />r <br />a <br />TE-1 <br />- - <br />5'-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 9-0", 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 />11.13INDICATES #5 BAR, DINDICATES #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 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 #VS 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 "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 } 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4xW 1.4 OVER <br />GENERAL <br />312" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING <br />PROVIDE CORNER BARS SAME SIZE QUANTITY III SCHEDULEo T�G EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS0#5's <br />REINF. <br />TOP REINF. <br />T.O.F. <br />LONG <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />(2)#5's <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />19, <br />( ) #5's <br />#5 IN CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />17 <br />(2) #5's <br />-)8"BELOW GRO <br />TE-1 <br />8" <br />SEE PLAN <br />1.(1) <br />#5'sTE-2 <br />8" <br />SEE PLAN <br />8'(1)#5'sCWC-12X12 <br />12" <br />CONTINUOUS <br />12, <br />(2) #5's <br />#51N CURB <br />VARIES <br />F1-30X30303'1(3) <br />L <br />45'6 <br />_ <br />(-)8" BELOW GRD <br />F2-30X30 <br />30" <br />17' <br />(3) #5's <br />(3) #55 <br />-)17' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774AO78 <br />w .abdesigngroupcom <br />AA #: 0003326 <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: 813-886.2628 <br />FAX. 813486-2802 <br />SUBDIV. ee I.OT: <br />SILVERADO <br />LOT #4 <br />BLK 15 <br />PROJECT# <br />03719.001-04151 <br />MODEL" <br />2795-CAMDEN <br />GARAGE 811I/INO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH W. B <br />PARENT 03/03/21 <br />SCALE: 1/4"- f -0" <br />si <br />