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39'-8" <br />3,-4" <br />15-10" <br />9'-6" <br />9'-8" <br />'4" <br />3,-6" <br />36'-2" <br />=VTOP <br />ro <br />— 1 <br />— — — — FM-12X72 <br />FM-12X5 — <br />ro <br />4" CONIC. °D <br />a <br />, <br />SLAB wadi <br />\'\\ <br />` <br />F-24X24J a <br />r + 3 1 /2" �1 <br />101-01 <br />ND -12X18 <br />EXTEFM <br />1 <br />�� <br />/' 4" PVC <br />SLAB 1 1/2" <br />1.1 <br />`, <br />CHASE <br />1A <br />, <br />1 1A <br />14 1A 1.1 <br />\ <br />` <br />0101, <br />- <br />• <br />TOP OF <br />I <br />SLAB <br />I <br />I7 <br />\ <br />_I <br />I <br />� <br />I <br />19, <br />I <br />1 A <br />I. <br />1 <br />—LE-1 <br />I <br />*-5 1/2" <br />I <br />I <br />4" <br />17,-8" <br />2 8 <br />I <br />I <br />I <br />I <br />a <br />I <br />I� <br />11t <br />I <br />SIM. <br />EXTEND <br />1 <br />. <br />2 to <br />SLAB 1112" <br />1,1 - — — — — — <br />I <br />1.1 1.1 <br />m <br />FM-12X18 m I 4" CONC.I <br />— <br />m x <br />ID w SLAB I <br />I <br />SIM. 51 <br />3-_5" 1/2, I ly a V3 1/ <br />*71/2" <br />to 2 <br />0 J <br />11 <br />FMC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />F L FM-12X18 <br />0III I <br />4 <br />1.1 <br />1A <br />2'-8" <br />16'-0" <br />2'-8" <br />3'-10" 10'-2" <br />4,1„ 14'.0" <br />21'A" <br />39' 8" <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 +-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 />11.0INDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #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 =36,1, 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 4021602-16, 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 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 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.41.4 O <br />GENERAL <br />3 112' <br />6 MIL VxWAPVER <br />OR <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 />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 />10„ <br />- <br />s <br />FM-1202 <br />17, <br />CONTINUOUS <br />17, <br />- <br />(2)#5's <br />FM-12,18 <br />17' <br />CONTINUOUS <br />16, <br />- <br />(2)#5s <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18' <br />(2) We <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />IB" <br />- <br />2)#Fs <br />VARIES <br />F-2424 <br />24" <br />24" <br />s <br />s <br />(.)a'7' <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-774a3078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />y�Qp1pq��1 <br />�p�+ <br />ypS� <br />SLMDIN. AC LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJECT# <br />04181.000-08091 <br />MODW. <br />4EBB <br />"1828-CALI" <br />GARAGE 81117NO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH E C <br />KCAL=: 1/4"=1'-0" <br />9FI=ET <br />sl <br />