Laserfiche WebLink
FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1..1 A OVER <br />GENERAL <br />312" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN <br />SCHEDULE <br />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 />TE-1 <br />8" <br />SEE PLAN <br />B" <br />- <br />s <br />(-)(Y-4" <br />TE-2 <br />12" <br />SEE PLAN <br />10" <br />--mpr. <br />(+)('-0' <br />FM-1208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Ss <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12" <br />(2)#5's <br />(2)#5's <br />(-IV-4" <br />Y <br />FM-12X18 <br />FM 12X18 <br />q_ <br />— — — — — — — — — — F M -12 X 18 — — — — — — — — — — — — <br />- <br />— — <br />— — — — — — — 7 m <br />^ — — — — —^ <br />c <br />I - <br />EXTEND �' 31l2" x <br />SLAB 1 12" XI <br />�L PE 1 8" <br />FT. <br />� <br />is <br />�I " LL <br />4" CONC. SLAB <br />x <br />Ia <br />g_ <br />LLL <br />Y <br />c <br />312" <br />mI <br />TOPyp,-0. OF <br />_ <br />FM-12X16 <br />o <br />v <br />4 <br />" ' 44-10 <br />12-10 <br />"' <br />"a <br />LL I <br />4" CONC. <br />ml - <br />SLAB v <br />op <br />3 <br />SLOPE tl8" ❑ N 0$ -0 <br />P� I SLAB F <br />15 12' <br />v I Lu -- <br />4 <br />rn <br />'-10 2'-6' 14'-2" ., <br />m <br />4' PVC CHASE <br />5 <br />SL_P)E 2'w_ <br />1 1A <br />�I <br />I <br />b <br />-'49,-4" <br />20'-8" LL <br />q <br />y <br />_ <br />I <br />YA-712" <br />Sim.I <br />I <br />1A 4 <br />3'1" <br />I <br />IA 1. <br />v <br />TOP OF <br />SLAB <br />I <br />FM-12X18 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />FMC-12XIB _ <br />ao <br />4" CONC.-/ I 7'-4" O.C. MAX <br />SLAB �TYP <br />FOUNDATION PLAN <br />SCALE: 1/4 = 1'-0" <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 +-U-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 />WINDOWIDOOR 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.EIINDICATES #5 BAR, OINDICATES #6 BAR,I♦NDICATES 97 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 SWILL BE A'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 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 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 3 OF SLAB SUPPORTED <br />3'-0" OIC 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, 7,h EDITION <br />1441 N. RONALD REAGAN BLVD� <br />LONGWOOD, FL 32760 <br />PH: 407-774,6078 <br />FAX 407-774-4078 <br />W Ww.abdesigngroup— <br />L AAA: 0003326 <br />14 <br />2 <br />3y <br />u <br />b <br />�g3j <br />a <br />< <br />F <br />lot <br />SUBDIV. dC LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #11 <br />PROJECT# <br />04181.000-02111 <br />MODEL" <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MP . C <br />FE <br />sCAL C- 1/41'=1'-O" 1 <br />sl <br />