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TE-i �1 <br />*3,/2 <br />m <br />lu W <br />o <br />N CONC. <br />3 <br />I SLAB <br />1.1 <br />FM-12 X 18 <br />4XTEND <br />r1r- <br />SLAB 1 tl2" <br />11'-10" <br />14'-7" <br />V-11" <br />I <br />,I <br />I <br />1.1 I <br />• <br />� <br />I <br />IX <br />I <br />w . <br />wo <br />I <br />I <br />LLB, <br />I <br />I <br />21'-2" 16'-10" <br />m <br />�oPOF �I <br />1.7 SLAB <br />4" PVC <br />1° <br />CHASE <br />EXTEND <br />I _ SLAB i tl2"_ _ TE_2` <br />• <br />4" CONC. <br />0D <br />V5 112 <br />fV I <br />SLAB <br />I <br />• i 5 • <br />3 -4"� <br />7� m <br />4" 2'-8" 15'-6.1 7.1 <br />SLAB <br />Al <br />C <br />8" <br />3'-6" <br />F- <br />N <br />I <br />q <br />� <br />'I <br />NI <br />b <br />y <br />, <br />1' 4" CONC.1 <br />�n <br />f EXTEND <br />Ig w SLAB I <br />2 <br />SLAB 1 1/2" <br />I <br />1� a 3 112 1 ,., <br />' <br />'-10 <br />li *71/2 <br />FM-12X18 1.1 <br />72 <br />FMC-12X18 FM-12X18 FMC-12X18 <br />FM 12X72 <br />v <br />Lol <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <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 <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 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.MINDICATED #5 BAR, EIINDICATES #B BAR,WNDICATES #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. 530-13/ASCE 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" OR"S" 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 />X-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 68M EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />8x6 W 1.4xW 1.4 OVER <br />GENERAL <br />3 1/7' <br />8 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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />TE-1 <br />8" <br />S PLAN <br />8" <br />- <br />s <br />FW12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />(+)IY-O" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />( s <br />VARIES <br />r -TE2 <br />12- <br />SEE PLAN <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />2 #Ss <br />1441 N. RONALD REAGAN ]BLVDLONGWOOD, FL3275PH: 407-774-6078FAX: 407-774-4078 <br />www.abdosigngroup.co <br />AA #: 0003325 <br />s1 <br />C <br />BvsD:v as Looril <br />SILVERADO <br />LOT #14 <br />BLK #19 <br />PiiOJECT# <br />041 .002-14 9 <br />MODELa <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 91rMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />k.150 MPH EXP, B <br />DATE: 07/24/20 <br />BCALE: 1/4"=1'-0" <br />NHICZT <br />si <br />