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n,:w <br />39'.8" <br />28'-8" <br />3'4" <br />16-10" <br />9'-6" <br />9'-8" <br />•_4" <br />3'-6" <br />36'-2" <br />TOP OF <br />`Y <br />. <br />- 1 <br />- - - - FM-12X12 <br />FM-12X18 <br />WI <br />K <br />I <br />\\ <br />1A <br />4 4" CONC. <br />` <br />SLAB awe <br />oW <br />F-24X24 <br />�I <br />1,41 *31/2" <br />_ 10'-0" <br />10 <br />1.1 <br />EXTEND FM-1ix, 8 <br />1 <br />4" PVC <br />SLAB 1 1/2" <br />1.1 <br />"`CHASE <br />1A <br />I <br />1.1 <br />1 to <br />I <br />' I <br />TOP <br />TOP OF <br />�\ <br />SLAB <br />Ix <br />I <br />0 <br />1A <br />1 <br />TE1 <br />I <br />4:6 1/2" <br />I <br />I <br />4" <br />17'-8" <br />I <br />3'-0" 5 <br />I <br />IN <br />IU <br />I <br />. <br />o <br />11A <br />ILL <br />I <br />I. <br />EXTEND- <br />21 <br />1A <br />SLAS11/2" <br />SIM. <br />J m <br />FM-12X18 "� (W ri 4" CONC.( <br />�oW SLAB ( <br />I <br />SIM. 51/2' <br />I <br />�, 312" <br />3'-5" 1/2" I IN �--J <br />IA <br />$-71/2" <br />1A 2 <br />o <br />11 <br />I <br />W <br />1.1 1,1 <br />1 I <br />FMC-12X18 <br />FM-12X18 <br />FMC-12 18 <br />L 1.1 1.1 FM-12X18 <br />'1 J <br />4 <br />i.1 <br />#ET-8- <br />2'-8" <br />3'-10" 10'-2" <br />4'-4" 14'-0" <br />21'-4" <br />39'-8" <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 +-U-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 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 />I1.L71NDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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 ACf 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 2000 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 8)CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021802-16, 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 C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-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 <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2" <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 />TE-1 <br />6" <br />SEE PLAN <br />10' <br />- <br />s <br />FM-12x12 <br />12' <br />CONTINUOUS <br />,2' <br />- <br />(2)#6's <br />FW1208 <br />12, <br />CONTINUOUS <br />19, <br />- <br />(2)05's <br />(+)0'-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)06's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />iz, <br />(2)#5•s <br />(2)#5's <br />(-9'4'• <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />•1 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />r <br />M <br />W <br />f <br />0 <br />p <br />SU13DM & LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #12 <br />PHASE #41C <br />P140JECT# <br />04181.04C-06121 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DATE: ptnlrr 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />