Laserfiche WebLink
FOUNDATION NOTES <br />s <br />4 <br />BD <br />v <br />Y <br />N <br />O <br />U <br />'o <br />6 <br />i� <br />SIM. <br />TE-1 <br />F - - - - 7 <br />26'-2" 3'-6" <br />m 4" CONC. 0'1" <br />1 a SLAB Iw SLF <br />4.-0. <br />EXTEND — — — <br />SLAB 1 1/2" 13'-0" <br />— — <br />7M-i6X18 <br />12'-8" J <br />I <br />I <br />I <br />I <br />v <br />1 <br />I <br />1 <br />I <br />m <br />—4" PVC CHASE <br />°DLL <br />x <br />ILL <br />011. <br />TOP OF <br />� 1 <br />SLAB <br />LL <br />SIM. <br />q. <br />1 <br />to <br />r R <br />1.1 <br />1.1 <br />oil Z <br />i <br />1 OZ„ U) <br />uN <br />W <br />UP TO 2ND FLOOR �� U <br />(FIELD VERIFY w ii Y <br />�—� EXACT LOCATION) U ii K <br />511 0 <br />I 9 all LL <br />IS 1.1ot <br />L CW-16X12 <br />rCWC-16X12 <br />1 <br />11 <br />6,1„ <br />guu—x�'ztx24 <br />— — — .-.-23,� <br />�� m <br />14'-8" ir <br />rn <br />x <br />�ILL <br />4 I. <br />FM-16X18 _ _ 1.1 J <br />I. 2'-10" 11'4I. 5'-4" <br />29'-B" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />SLAB 1 1/2" <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 + 0'-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE MATH 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 />11.0INDICATES #5 BAR, DINDICATES #6 BAR,NNDICATES #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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />X-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB THICKNESS REINF. REMARKS <br />6x6 W 1..1.4 OVER <br />3 1/2, 6 MIL VAPOR 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-16x18 <br />16, <br />CONTINUOUS <br />16, <br />- <br />(2)#5's <br />(+)0'_0•• <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />1) #5's <br />(_)0'-6' <br />TE-2 <br />12" <br />SEE PLAN <br />101, <br />- <br />(2)#5's <br />(+)o"-0" <br />F-24x24 <br />24" <br />24" <br />17' <br />(2) #5's <br />() #Us <br />F2-24x24 <br />24" <br />24" <br />16, <br />(2)#5's <br />O#5's <br />(_)1••{p <br />CW-16X12 <br />16, <br />CONTINUOUS <br />17' <br />- <br />12)#5's <br />(+p•-0" <br />CWC-16X12 <br />16" <br />CONTINUOUS <br />12" <br />- <br />(2}#5's <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30" <br />30" <br />12, <br />(3]IIS's <br />(3)#5•s <br />FI-24X24 <br />24" <br />24" <br />12' <br />(2)♦15's <br />(2)#6s <br />1441 N. RONALD REAGAN BLVD{ <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup•com <br />AA #: 0003325 <br />h <br />o <br />� <br />0 <br />C <br />pg <br />® <br />I'& <br />lice <br />g <br />Lu <br />O <br />OU13DIV. & LOT <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000-29092 <br />MODEL• <br />3EEB <br />"2260-ELSTON" <br />CSARAGE SIWMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH E C <br />D RINT 04/06/21 <br />SCALE: 1/4"=f-0" <br />SHEET <br />s1 <br />