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qwn <br />28'6" <br />9'-6" <br />15'-10" <br />3'4" <br />36'-2" <br />3'6' <br />SLAB <br />• I— — <br />—FM-12X12 — — — — <br />1 — <br />— — — FM-1— — — — — <br />I <br />� <br />4" 4 <br />CONC. <br />i <br />a SLAB <br />ILL <br />w <br />a *3 1n 1,-a LF-24X24 <br />li <br />(�i <br />� f <br />r <br />1. <br />1 <br />FM-12X78 XTEND <br />SLAB 1 1/2° <br />4" PVC <br />CHASES i <br />i <br />i� <br />i� <br />I <br />0� 0 <br />r <br />i <br />TOP OF <br />SLAB <br />I <br />I <br />I <br />� <br />i� <br />I <br />19'-0" <br />i <br />5'-w i <br />15'6" <br />1 <br />b� <br />,.1 <br />- _--_ <br />TE-� _—_—J <br />I <br />I•2'41 <br />17'-W <br />5 <br />3.-0. <br />I <br />I <br />I <br />I 4 <br />I <br />. <br />i <br />I <br />o <br />LLI <br />1-EXTEND <br />I <br />r --- <br />SLAB 11/2" <br />2 <br />I4" GONG. LL( m FM-12X18 <br />7• <br />I) <br />SLAB wa r — <br />I <br />oa <br />1*3112 M I LL I 3'4- <br />I <br />0 <br />2 <br />*7 1n <br />I1 <br />t <br />I <br />L <br />FM-12X18 _ J <br />FMC-12X18 <br />FM-12X18 FMC-12X18 <br />4 <br />4 <br />1. <br />JX-w <br />10'-2" 3'-10" <br />2'4B" <br />16'-0" <br />21,4" <br />4'( 4,4" <br />39 6" <br />FOUNDATION PLAN <br />SCALE: 1l4° = 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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-U-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 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 tn" 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 />,(3NDICATED #5 BAR, BNDICATES #6 BAR, 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 =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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #6'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)ALLCORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-131ASCE 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 5-13, USING: Fm = <br />1,500 PSI, TYPE "M' OR"S" MORTAR, ASTM C476 GROUT(3000 PSIJ UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" OH: MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS I <br />REINF. <br />I REMARKS <br />6x6 W1.4,WlA 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 />8" <br />SEE PLAN <br />10" <br />- <br />s <br />+ 0•.0• <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12' <br />- <br />(2) #5's <br />+ "-o" <br />FM-12xl8 <br />12' <br />CONTINUOUS <br />18" <br />(2)#Vs <br />FM-16xl8 <br />16" <br />CONTINUOUS <br />18" <br />(2) #,Ss <br />FMC-1 Nl8 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2)068 <br />95 IN CURB <br />VARIES <br />-24x2 <br />24' <br />24" <br />s <br />s <br />(-)p"-4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwandeslgngroup.com <br />L AA #: 0003325 <br />w <br />g <br />t <br />ra <br />W2ILJ <br />S <br />B <br />Q <br />o <br />6 <br />$ <br />m <br />O <br />a <br />s <br />IPI <br />UDDIV. d# fATBBOTT PARK <br />LOT #3 <br />BLK. #8 <br />WJWT/ <br />04181.0 0-03082 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 81117NG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DA E: 11/25/19 <br />SCALE: 1/4"=1'-0" <br />811EXT <br />S1 <br />