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FOUNDATION NOTES <br />29'-0" <br />2'-1" 10'-0" 17'-7" <br />TE-1 <br />I I <br />L <br />26,_7, 3,-6„ <br />w <br />ed SLAB <br />0,_0" <br />q <br />TOP OF <br />q <br />ao <br />wl N Iw <br />SLAB <br />K M <br />a <br />'Q <br />EXTEND <br />FM-18X18 <br />SLAB 1 112" 13'4" <br />12'_8" ' <br />Y <br />I <br />4 <br />A 1 <br />N <br />1 <br />4" PVC CHASE <br />"I <br />$�- <br />m <br />'R <br />I TOP OF <br />�I <br />SLAB <br />LL <br />Q <br />4 <br />r <br />z <br />i� ZZ <br />In <br />fO <br />TO 2ND FLOOR w II C <br />g•_g^ i (FIELD VERIFY it <br />wn x <br />EXACT LOCATION) <br />4 <br />9 o i LL <br />4 <br />0 .1 iv <br />L CW-16X12 <br />— — — — — — <br />-WK:-18X12 IG� � — — — — — — � �� <br />2 4 <br />BM, <br />°P <br />X <br />U tO -4" <br />7 8" <br />io <br />—23 <br />8 CWC-16X12 —_ —bo <br />qp 1. SLAB,E 2" <br />5l <br />FRI 16X18 <br />EXTEND <br />_ <br />SLAB 1 1/2" <br />6'_4" 14'-8" I V-7" <br />3'-5" 1'-8„ <br />°p <br />4" CONC. <br />ay <br />I <br />I <br />w <br />SLAB e l <br />N <br />$a <br />bo <br />ILL <br />J <br />LL <br />SIM- <br />1A 2 <br />� <br />�( <br />W VI <br />N LL <br />U! <br />FM-16X18 <br />,., <br />4 <br />m <br />SIM <br />—IA—2 <br />1.1 1.1 <br />4 <br />4 I <br />Y <br />16'-0" <br />2'-10" <br />'4" <br />5'4" <br />'-4" <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-0" <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 />S. <br />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 />I1.CIINDICATES #5 BAR, MINDICATES 08 BAR,I♦NOICATES #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", #6.361, 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 402/80246, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm - 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C478 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 WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB THICKNESS REINF. REMARKS <br />Bx6 WIA4 W1.4OVER <br />310 6 MIL VAPOR COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] FOUNDATION WITH 30" LEG EACH WAY. <br />MARK I <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16x18 <br />16, <br />CONTINUOUS <br />16' <br />- <br />(2)#Sb <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />16, <br />- <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />1. <br />- <br />(1 Tas s <br />001-61 <br />TE-2 <br />17' <br />SEE PLAN <br />1a, <br />- <br />2 <br />F-24x24 <br />24" <br />24" <br />12" <br />a <br />7M <br />(. a• <br />F2-24x24 <br />24" <br />24" <br />16' <br />) 's <br />7279le <br />(_)1••�y <br />CW-16X12 <br />16, <br />CONTINUOUS <br />17' <br />- <br />(2)#68 <br />) CWC-16X12 1 16' 1 CONTINUOUS 1 17, 1 - ) (7) #6's 1 #S IN CURB I VARIES <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdealgngroup.00m <br />L AA #: 0003325 A <br />'oil <br />W <br />BtMDIv. as LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK #11 <br />PROJECT* <br />04181.000-08111 <br />MODEU <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8WINTG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />