Laserfiche WebLink
EXTEND <br />SLAB 1 1/2" <br />FM-12X18 <br />FM-12X12 <br />4" CONC. <br />SLAB <br />I <br />4 <br />I- <br />W IL iV <br />O1 <br />LL j� <br />m <br />IN <br />I.3 1/2 W is <br />I� <br />Y <br />F 2 <br />7-6- <br />m <br />10 <br />c <br />r --- 1• <br />FM-12X18 <br />I <br />1 <br />CL <br />0� -0_ <br />TOP OF <br />I <br />4 <br />°D <br />I SLAB <br />1 1" PVC CHASE m <br />I FOR ELEC. @ cXv' <br />I� ISLAND <br />j 1 � <br />ro <br />I� <br />. I <br />i <br />n <br />2 Z <br />m <br />O <br />I F- <br />/-4" PVC <br />XTEF- l CHASE <br />I <br />LAB 1 1 `` <br />SLAB, tn" d <br />TE1— <br />— — — — — <br />51n <br />4"CONC. <br />SLAB <br />"2'-8" <br />WOF <br />'? <br />18'-0" <br />17'-8" <br />TRIP <br />SLAB <br />I <br />3,$" <br />X <br />V f <br />LL <br />EXTEND <br />FM-12X18 <br />SLAB 1 1/2" <br />N <br />,., <br />• I , SLAB O a, N I 6" 3'-4" <br />8" <br />0 <br />1�31n w <br />J <br />z <br />L' <br />M <br />12X18 FMC-I2X118 <br />1 <br />1.1 <br />71n <br />4 <br />4 <br />L— FM 12X18 1•i— J <br />1't <br />FM-12X18 <br />— <br />^ r1. e's" 1, 78" 1,2'-0" I. 4'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = i'-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 +4Y-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 1n" 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.EIINDICATED #5 BAR, OINDICATES #6 BAR,■NDICATES #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 />3(", #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 2,000 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 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 5-13, USING: Pm = <br />1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />3'-0" O/C 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, 681 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />WIA.WIA OVER <br />GENERAL <br />1 310 <br />16.6 <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 />- <br />(2)#54 <br />(+)0'-0" <br />FMC-12z18 <br />12, <br />CONTINUOUS <br />W, <br />- <br />(2) k <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12, <br />(2) 5 <br />(2) 's <br />(-)y-4" <br />FM-1202 <br />1T <br />CONTINUOUS <br />17, <br />- <br />(2)N8's <br />TE-1 <br />S' <br />SEE PLAN <br />8" <br />- <br />(11 's <br />_)0•.0• <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />wwwabdesigngroup.eom <br />L AA #: 0003325 <br />a <br />Ld <br />P <br />J <br />b <br />b <br />O <br />44 <br />� <br />O <br />� <br />� <br />'L�s�` <br />Q <br />j}Q�� <br />a <br />, <br />pp <br />Q <br />y <br />w <br />Q <br />Ell <br />aysDM at IAT: <br />SILVERA1 <br />LOT 21 <br />BLK 18 <br />PROJECT# <br />04128.002 21181 <br />MODEL" <br />4EAB <br />"1672— ARIA" <br />GARAGE a�IING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />