Laserfiche WebLink
38'-8" <br />EXTEND <br />/ SLAB 1 1/2' <br />i <br />- <br />— — — — — — — — — — — — <br />3 FM-12X18 <br />FM-12X12 <br />4' CONC. <br />SLAB al <br />N W <br />R <br />0O W +31/2° <br />m <br />J.a LLI <br />2'$"X24 <br />9'-6' <br />I o <br />D <br />- <br />FM-12X78 <br />I <br />I <br />I <br />�I <br />I <br />010. <br />I <br />$-- <br />TOP OF <br />� 1" PVC CHASE <br />N FOR ELEC. ® <br />SLAB I <br />R <br />°D <br />ISLAND 1 <br />I <br />LL 1 <br />�I <br />I <br />�I <br />I � <br />I <br />a <br />I <br />' <br />I <br />,.i <br />4" PVC -- EXTEND <br />CHASE - <br />SLAB 1 1/2= <br />L — — -- <br />TE 1—-- <br />I <br />3 1/2' <br />I <br />4" CONC. <br />SLAB <br />- <br />O <br />z <br />TOP OF <br />17'-8" 2'-8" <br />18'-0' <br />r _ <br />SLAB <br />I <br />n io <br />IX <br />i <br />I� <br />17 <br />I <br />ILL W <br />IF <br />O EXTEND- <br />2 y SLAB 1 1/2' <br />FM-121X18 <br />N <br />•� <br />�I <br />1,3,4.8' <br />4'CONG <br />W ¢ SLAB <br />IN I0 I I <br />LLI <br />I IFI <br />2 <br />FMC-12X18 *71/2" FMC-12Xi8 <br />1.1 <br />_ <br />Li <br />I 4 <br />1 <br />1.1 FM-12X18 1'1 <br />L FM-12X18 J <br />— — — — — — — — — <br />_1.1 <br />_ <br />FM-12X12Ell 1. <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-W <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 +4-0% 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 />11.OINDICATED #5 BAR,13INDICATES #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 />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 2,000 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: F'm = <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 j 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />31/2' <br />6MILVAPOR <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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-1208 <br />12' <br />CONTINUOUS <br />18, <br />- <br />(2) #5% <br />(+)0'-0' <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />is, <br />727 # s <br />- <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br /># s <br />2 5s <br />(-)0•-4- <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12' <br />- <br />12) #63 <br />(-)0'-4' <br />TE-1 <br />8' <br />SEE PLAN <br />8' <br />1441 N. RONALD REAGAN HL <br />LONGWOOD, FL 32760 <br />PH: 407-774.607E <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />1 <br />QA <br />m <br />r <br />m <br />A <br />J <br />ly <br />i <br />BXMDM & LOT <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />P1tOJECTNI <br />04128.002-14181 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE BW MG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />0 <br />DATE: 08/20/20 <br />SCALE: 1/4"=1'70" <br />9HEET <br />s1 <br />