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TE-1 7 <br />I I <br />4" CONC. <br />a SLAB I <br />3 <br />r _ — _ — — <br />_ — _ <br />FM-18x18 <br />— _ <br />_ _ _ _4 _ <br />1• <br />I <br />7-8" <br />I <br />-OF � <br />b <br />I� m <br />u` <br />TOP <br />I <br />§ <br />SLAB <br />LL <br />00 <br />I <br />I <br />�v <br />LL <br />9 <br />r � �— CWFi2xl2 _ <br />I I <br />11 <br />i? <br />O <br />N <br />ii <br />g 1 <br />� <br />F(2 4 b <br />,.1 I <br />voi <br />�C-12x1f <br />_ <br />.N <br />o <br />Iii� <br />ltl t <br />I a UP TO 2ND FLOOR <br />(FIELD VERIFY <br />4" f <br />C <br />VC� <br />SE <br />tP <br />8 <br />'YO <br />EXACT LOCATION) <br />� <br />15 <br />T�o8" <br />?7 <br />B <br />0 <br />1 <br />X <br />#3 TRANSFER STEEL b <br />� <br />a I <br />24" O.C. MAX UI <br />rn <br />2 <br />YFINNCONC SLAB N I I N <br />ml <br />iD <br />ILL 4 ,. 1 <br />LLI <br />O <br />7-10" <br />1B'-0" 2'-10" <br />FM-18x18 _ <br />L — — <br />4 <br />I4 <br />7'-B" � If <br />1 <br />10 <br />: <br />°4p0 � w <br />4" CONC. t? L", — — <br />FM-18xi8 <br />b <br />N w <br />SLAB <br />§ <br />FM-12X18 <br />v <br />v <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 +4-0", SEE SURVEY PLOT FOR NGVD. <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 10 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 WTI'H THE <br />VLANDOWDOOR 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.MNDICATED #S BAR, BNDICATES #B BAR, EDICATES #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 05 = <br />30", #8 =38"), 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'SF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERVWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I. 530.131ASCE 5.13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13IASCE 5-13, USING: Fm= <br />1,500 PSI, TYPE "M" OR'W MORTAR, ASTM C476 GROUT CJOW PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE YIELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'40" O/C MAX. SEE PLAN FOR W'WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bx8 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <br />B MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30"LEGEACH 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 />FM-12x18 <br />IT <br />CONTINUOUS <br />18" <br />(2)#66 <br />FW16x18 <br />18" <br />CONTINUOUS <br />Is, <br />- <br />(2)#5's <br />FM-20xl8 <br />2T <br />CONTINUOUS <br />1S, <br />- <br />(2)*Vs <br />FMC-18x18 <br />18' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />VARIES <br />12, <br />SEE PLAN <br />17, <br />- <br />(2)#5'6 <br />CWC-12x12 <br />12, <br />SEE PLAN <br />17, <br />- <br />(2)#68 <br />F-24x24 <br />24" <br />24" <br />17 <br />(2) #5's <br />(2) #5'.s <br />TE-1 <br />8" <br />SEEPLAN <br />8" <br />- <br />-0•-0^ <br />1441 N.RONALD REAGAN BLVD. <br />LONGWOOD, FL 32150 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosWigroup.com <br />L AA #: 0003325 <br />anon; <br />stnovrv. ae w <br />SILVERADO <br />LOT #12 <br />BLK #12 <br />PRO ' 0I- 1 <br />aaoa>e�.1 <br />4EHB <br />"2605- HAYDEN" <br />RIGHT <br />PAGIi <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />