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I TE-1 7 <br />o <br />I I <br />10 <br />m <br />(F w 4" CONIC. I <br />a� <br />a SLAB I <br />3 <br />y a <br />M - 4 8 x 18 <br />10'-0" <br />11'-8" <br />15'-4" <br />2'-8" <br />m <br />m <br />OF <br />I <br /><L <br />§ SLAB <br />LLI <br />ILIU ° <br />I <br />w <br />n <br />20'5" <br />T-5" <br />LL <br />9 <br />�—IZ CW12x72— <br />I <br />u <br />p <br />I I � <br />L {�— <br />I <br />8 <br />11 <br />aP <br />R <br />� <br />O <br />it <br />F•24 4 c <br />I <br />o <br />.N <br />aI <br />UP TO 2ND FLOOR <br />4"1 <br />CH <br />VC� <br />SE <br />T-8" <br />I (FIELD VERIFY <br />EXACT <br />I <br />LOCATION) <br />5 ;; <br />O <br />�i <br />I <br />1.1 3'-0" : <br />= <br />e <br />I <br />ESSL-AB'4 <br />0 <br />2'-8" <br />9'-4" <br />^ <br />3 <br />m <br />%� <br />�3 TRANSSTEEL <br />°FER I <br />' <br />I I 0 24" O.C. MAX OI <br />N <br />I <br />2 <br />J.0'-0" FIN. ELEV. N <br />FIN. C� ONC. SLAB I <br />�I <br />to <br />ILL ,. <br />Lo <br />j 2'-10" <br />16'-0" 2' 10" <br />I6 4 <br />4 <br />,ob L — — — — <br />I�r <br />FM•i8xf8 — — <br />J <br />m <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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION i 01-0", SEE SURVEY PLOT FOR NGVD. <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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE la" 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 />WINDOWWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND W#TH THE MANUFACTURES SPECIFICATIONS. <br />10' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.12INDICATED #5 BAR, BNDICATES OBBAR, sDICATES #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", #6.381, 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 2,0(KPSF. 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 />16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530.13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.18, USING: Fm= <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSD, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J 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 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8Lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x8 W1.4xW1.40VER <br />GENERAL <br />3 iR" <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 />FM-12x18 <br />12' <br />CONTINUOUS <br />18" <br />(2)#Vs <br />- <br />(+)0'-0" <br />FM-t6x18 <br />16' <br />CONTINUOUS <br />19, <br />(2)#5's <br />«0'1" <br />FM-20xl8 <br />20' <br />CONTINUOUS <br />18' <br />- <br />(2) #5's <br />_ <br />« T-U, <br />FMC-t6x18 <br />16" <br />CONTINUOUS <br />16, <br />- <br />(2)#6% <br />VARIES <br />CW-12x12 <br />17, <br />SEE PLAN <br />12" <br />- <br />(2) #5's <br />- <br />« 0-0• <br />CWCAW2 <br />17' <br />SEE PLVARIES <br />F-24x24 <br />24" <br />24" <br />17' <br />(2) #5's <br />(2) #5's <br />+ 0'-0" <br />TE-1 <br />8" <br />1 - <br />(1) #5's <br />- 0'-4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesWWoup.com <br />L AA #: 0003325 - <br />anon; <br />svansv. as Loae <br />SILVERADO <br />LOT #51 <br />BLK. #6 <br />aneo$=T04128.00 0 <br />61 <br />bwDsis <br />4EHB <br />"2605— HAYDEN" <br />OARAGS swDMs <br />RIGHT <br />PACM <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />