Laserfiche WebLink
FOUNDATION NOTES <br />29'.8" <br />2,-1" 10141 17'-7' <br />TE-1 <br />2B.-2�- 3'-0„ <br />4" CONC. <br />0'-0" <br />4 <br />SLAB <br />F <br />ao <br />a IF <br />SLAB <br />zo <br />wl <br />o <br />� <br />C <br />v <br />I <br />/O <br />EXTEND <br />FM-16X,8 <br />4'-0" <br />SLAB 1 1/2" 13'.0" <br />12'A" <br />I � <br />I <br />i% <br />4" PVC CHASE <br />1p <br />X <br />Dom <br />— <br />TOP Of � <br />g <br />SLAB <br />a <br />21'4" <br />8'-2" <br />SIM. <br />1 to <br />4 <br />m <br />q <br />3 0` <br />2 ii 7 <br />I U1Iy <br />I <br />r� <br />r <br />11 <br />on W 'dQ <br />o <br />W II = <br />I ' UP TO 2N0 FLOOR w <br />(FIELD VERIFY w u Y <br />EXACT LOCATION) <br />q I <br />Lo <br />9 a Iry <br />Q <br />O 1.1 N <br />L — — — — — — C W 16X 12 <br />fCVuC.18X12 r� — — — — — — �F_2W 4 <br />K <br />I <br />6Q <br />�y I U fO A <br />7 8 <br />— — — — —23 <br />M <br />i — — 8 CWC-i8X12 EXTEN <br />SLAB 1 112" <br />• 51/2" <br />FM.18X1BJ <br />EXTEND <br />_ <br />SLAB 1 1/2" <br />64" <br />14'-B" I <br />3'-7" <br />Q 3'-5" V-8' <br />0° <br />I <br />4" CONC. <br />$Q <br />I <br />I <br />SLAB K I <br />iq <br />N <br />w <br />w <br />o <br />f� <br />io <br />ILL <br />w I <br />�a <br />LLI <br />SIM. <br />1A 2 <br />I <br />a <br />FM-18X18_ J <br />v <br />ED <br />°°Irn <br />I <br />�I <br />q <br />q <br />I <br />� <br />F <br />L <br />— fM-18X18 <br />2'-10" <br />16'-0" <br />'- <br />T-10" <br />'-4" <br />5'-4" <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 114" = IW' <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS, <br />2, TOP OF FINISHED SLAB SHALL BE +-0'-O". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'4', 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 />I1.L71NDICATES #5 BAR, CIINDICATES #6 BAR,ENDICATES 07 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 900 <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 4B BAR DIAMETERS (#5 = <br />30", #6.36'1, 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: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WNM 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 W1.4xW1.4 OVER <br />312" 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 />19, <br />- <br />(2) #5's <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />16' <br />- <br />(2)#ft <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />6' <br />TE-2 <br />12' <br />SEE PLAN <br />10' <br />(+)O"-0" <br />F-24x24 <br />24" <br />24" <br />17' <br />(2) <br />) s <br />(,)(Y,- <br />F2-24x24 <br />24" <br />24" <br />16, <br />() 's <br />2) 's <br />(-)1"-0" <br />CW-16X12 <br />16' <br />CONTINUOUS <br />12" <br />- <br />(2) 05's <br />- <br />(+)O'-0" <br />CWC-06X12 <br />1S, <br />CONTINUOUS <br />1T <br />- <br />(2)#6's <br />#5 IN CURB <br />VARIES <br />F1.30X30 <br />30' <br />30" <br />12' <br />(3)#F. <br />(3)05's <br />" <br />Fi-24X24 <br />24" <br />1 24" <br />1 17, <br />(2)0W. <br />(2) #5's <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />L AA #: 0003325 <br />b <br />m <br />0 <br />Z <br />Ila <br />stmBiv. & I.OT <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT#4 <br />04181.000-32121 <br />MODEIs <br />3EEB <br />"2260-ELSTON" <br />GARAGE 811111ING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLHE)XMPJC <br />L6O MP <br />