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TE-1 <br />28'-2" 3'4" <br />4 <br />a-a <br />4 <br />TOP OF SLAB <br />io <br />4" CONC. <br />I 0. 0. <br />rc SLAB I <br />3 <br />O <br />p- L1 <br />M <br />11 <br />r-------- <br />FM-108- <br />-1-1A-'-----4-� <br />1.1 1.1 <br />I i .1 <br />I <br />10'-0" <br />1118" <br />Ii Ii 4" PVC <br />i y CHASE <br />i mI <br />&D <br />0'-0n m <br />*TOP OF <br />i 1 co <br />, I <br />m <br />I <br />9 <br />SLAB <br />fel <br />I w <br />w� <br />'3 O <br />I <br />I <br />j <br />20'-5" <br />T5" <br />II 17,_i On <br />LL <br />I` ( <br />I <br />Ii <br />.41 <br />Lam�4-- -2x12 <br />IIi I e <br />O <br />v <br />It <br />2'I� <br />oCW1- <br />Fr2 <br />CWC-12x12? <br />ii 1.1 1.1 I <br />a <br />- - <br />IL <br />4 <br />° @ m <br />---- <br />a <br />I'- <br />I ILL O ii <br />I m UP TO 2ND FLOOR <br />H <br />RF <br />a. <br />I (FIELD VERIFY <br />Q <br />u' <br />I IT iiw <br />8 EXACT LOCATION) <br />Y <br />.-0 <br />ii <br />1.1 <br />5 <br />iitl <br />I I <br />1.1 3,_0n <br />0 <br />1 1A I <br />iv I <br />#3 TRANSFER STEEL ,o <br />24" O.C. MAX W <br />y SIM. <br />iv I ( 07 <br />1A 2 <br />J�0'-0" FIN. ELEV. iv N <br />FIN. CONC. SLAB <br />1.1 1.1 m <br />mI <br />Im I <br />m 1i I <br />�I <br />L - FM-18x18- <br />Tin ` 1'-0" <br />LL <br />c <br />W <br />'a <br />� <br />x <br />N- <br />I <br />LL <br />L---- F1M-12x18-$-- <br />Y <br />r3i <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-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 +-V-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 LAMS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />8. 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, GINDICATES #6 BAR,ENDICATES #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 9W <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: Fm = 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 j OF SLAB SUPPORTED <br />T-T 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 />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xWIA OVER <br />GENERAL <br />31/7' <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 WAV. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12118 <br />12" <br />CONTINUOUS <br />18' <br />(2) 85's <br />FM-16x18 <br />1S' <br />CONTINUOUS <br />18" <br />- <br />FM-20x18 <br />20" <br />CONTINUOUS <br />IS, <br />- <br />O s <br />FMC 11SX18 <br />16" <br />CONTINUOUS <br />1S, <br />- <br />O 's <br />VARIES <br />CW-12x12 <br />17' <br />SEE PLAN <br />17, <br />- <br />( s <br />- <br />+)0"-0" <br />CWC-1202 <br />12' <br />SEE PLAN <br />12' <br />- <br />( s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />s <br />) �s <br />Na,-a, <br />TE-1 <br />8" <br />SEE PLAN <br />1. <br />s <br />FEB <br />1 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />�cc <br />till <br />1.1 <br />a <br />eunviv. ac LIS <br />ABBOTT PARK <br />LOT #37 <br />BLK #12 <br />PROJECT <br />04181.006-37121 <br />MODE)La <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8QDJG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />2021 <br />D M: 02/05/21 <br />scALE: 1/4"=1'-0" <br />smsET <br />s1 <br />