Laserfiche WebLink
29'-0" <br />1 l'-4" 10'-0" T-S' <br />I TE-1 <br />1 <br />4" CONC. <br />SLAB <br />3'-6" <br />25'-6" <br />4" CONC. <br />q <br />q <br />m <br />I w <br />SLAB ui l <br />ao <br />,•D, <br />I <br />LL <br />a -3 1/2 <br />TOP OF <br />SLAB <br />J <br />_EXTEND <br />\ <br />1.1 SLAB 1 112" <br />1. <br />\\ <br />I <br />0 <br />\ I <br />O <br />ml <br />'\, <br />\ 4" PVC <br />\CHASE <br />I <br />�\ OF I <br />SLAB <br />q <br />10'-1" <br />\ \ 18'-11" <br />I <br />I <br />4 <br />I <br />I <br />I <br />� <br />I <br />I <br />o <br />I <br />I <br />I <br />.I <br />I <br />I <br />I <br />4 <br />m <br />i <br />J <br />TE-lLfL_ <br />_ <br />1/2 <br />EXTEND <br />w <br />SLAB 1 1/2" <br />ILL <br />w <br />I <br />5 i <br />2'-4" <br />I 1. <br />1 <br />rw <br />B <br />I OLLARD I <br />R <br />1.1 <br />1 m AS REQ. <br />M <br />PER BLD& <br />r---- 1.1 <br />CODE <br />)4" CONC. mf FM•12X1S <br />SLAB wl i 2 <br />3'44 EXTEND <br />ro SLAB 1 1/2" <br />I <br />t <br />W ml <br />N <br />L_ FM-12X18 <br />� <br />1.1 1A I 2 O <br />_ _ _ J =12 <br />I� I <br />5'-4" <br />8'-4" <br />ILL <br />$-7 112 <br />FMC-12X18 FMC-12X18 <br />FM-12X18 <br />Film <br />4 <br />4 <br />1.1 <br />1.1 <br />8'-0" <br />13'-8" <br />4'-0' <br />11'ri" <br />29w" <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-O' <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 +4-0", 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 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 />1113INDICATED #6 BAR, MINDICATES #6 BAR,ENDICATES #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. 630-131ASCE 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: Pm = <br />1,500 PSI, TYPE "M' OWS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i 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 />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />FM-1208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5s <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />IV, <br />- <br />s <br />#51N CURB <br />VARIES <br />F -12x1 <br />CONTINUOUS <br />12" <br />- <br />2 #63 <br />00 <br />TEA <br />8" <br />SEE PLAN <br />8" <br />(1)#66 <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2) #Ss <br />1441 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />g <br />S <br />r <br />y <br />Q <br />r <br />2 <br />4 <br />a <br />4n <br />'O <br />aysDlV. de LOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #10 <br />PROJWT* <br />04181.000-11102 <br />moDEIa <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE awn1O: <br />RIGHT <br />PAOE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />2 <br />i <br />V <br />A's"' 05/12/20 <br />DATE: <br />8CAL1E: 1/4"=1'-0" <br />slim= <br />s1 <br />