Laserfiche WebLink
eLae <br />3 — — — — — — — — FM-12X18 <br />FM•12X12 <br />\;\ 1 <br />4"S O�NC. <br />\� <br />I <br />W� �I <br />b <br />\, to <br />a <br />eau <br />O *3 1/7' <br />\\ <br />I <br />F-24X24 <br />2,-8„ <br />a <br />6, 4" 3, 7 <br />`�` 5 <br />0 <br />�1 0 <br />`�� <br />-- ---- — <br />FM-12X18 <br />\`\ _4" PVC CHASE <br />`,, <br />to <br />TOP OF <br />SLAB <br />zi <br />PVC CHASE 1 <br />xirS `�1 FOR ELEC. (0 I <br />\�\ <br />I <br />m <br />ISLAND <br />a <br />1 1A <br />\`\ <br />`x <br />% <br />I. <br />1A 1 <br />F <br />m <br />i EXTEND <br />SLAB 1 117 <br />I• <br />:T �6.•5 1/2" <br />Y <br />N <br />O <br />Z <br />O a <br />," <br />ILL W <br />SI ' p EXTEND <br />I� <br />2 1A y SLAB 11/2" <br />,, --- <br />FM-12X,8 <br />4" CONC <br />ao <br />) LL <br />)o w SLAB ) <br />S <br />7A of <br />*3 <br />� <br />5" <br />3'-5�, �. J <br />2 LLI <br />1 1A <br />MC-12X18 FMC-12X18 <br />is <br />Y <br />I <br />4 4 <br />FM-12X18 1' <br />1 to <br />L • FM-12X18 J <br />— — — — — — — — — <br />— — <br />5{42X12 <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-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+-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 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 />I I.F91NDICATES #5 BAR, ®INDICATES #6 BARANDICATES #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 -36-1, 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 4021602.16, 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 (30D0 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } 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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW 1.4 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 />FMA2x18 <br />17' <br />CONTINUOUS <br />1&, <br />(2)#5's <br />FMCA2x18 <br />12" <br />CONTINUOUS <br />16" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F-24X24 <br />24" <br />24" <br />12, <br />(2) 's <br />(2) #5's <br />(_)p••_q <br />FM-12X12 <br />17 <br />CONTINUOUS <br />12" <br />(2)#51 <br />TE-1 <br />8" <br />SEEPLAN <br />8" <br />- <br />(1) 'e <br />_p•-a' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 , <br />eunDIV. &a L071.01 <br />ABBOTT PARK <br />LOT #26 <br />BLK #9 <br />P""= <br />04181.00 -2609 <br />Holpmu <br />4EAB <br />"1672-ARIA" <br />GARAGE EIWMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 EXP. C <br />DATjM 06/14/21 <br />mcAm 1/4"=1'-0" <br />1lREET <br />si <br />