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50'-0" <br />19'4" 30'-8" <br />1 4" 18-0". <br />27' 2" <br />4-1 <br />— — <br />— TE1— — — — <br />FM-18X18— <br />— <br />— <br />�//� <br />/i4,-5" <br />IF2-30X30 <br />8'4" <br />10'-3" <br />3'-2" <br />3,_2" <br />1 i <br />1 <br />SLAB <br />~ N a <br />F1-30X30 <br />4" PVC <br />N <br />CHASE <br />fill, <br />T-T 4'-4" <br />1 <br />i <br />, �e C�Z <br />*-31/2" <br />� <br />FM-i6XF8 EXTEND <br />— <br />1" PVC CHASE <br />FOR ELEC.@ <br />1 SLAB 11/2" 4 <br />ISLAND // O <br />22'-2" <br />8'-10" 19'-01. <br />I <br />�i <br />'T 010. i <br />i <br />I <br />M <br />TOP OF // <br />SLAB <br />3'-2" <br />1 <br />�i <br />TE1J <br />IIt I <br />% <br />/ <br />iE-1 I <br />4 <br />/J 12 <br />I <br />, <br />m <br />if <br />1 <br />29'4" <br />20'-8" <br />�I <br />I <br />I <br />1 <br />1 <br />1 <br />� <br />-- TE2 <br />I. <br />I <br />I <br />1 <br />NL <br />TE2 <br />i <br />l, <br />1 1.1 <br />2,_3„ 5 <br />w <br />i51 <br />1.1 <br />�1 <br />5 6" <br />2.8" <br />2 8" <br />2 <br />1 10'-10" <br />U <br />18'-10" 1.1 <br />EXTEND <br />SLAB 1 1/2" <br />1 . <br />—. <br />F1-24X24 <br />N <br />1 �31/2" <br />1 "q <br />1 1 <br />FMC-16X18 <br />4" CONC. <br />u- 1 <br />SLAB <br />1 <br />1 <br />10" 2'-0' 16,_0" 2'-0" <br />�I p a 4 <br />4 <br />121 <br />I <br />1 �1 <br />F -16X18 1.1 <br />3 0". 3'-2' T-6" <br />— <br />I <br />4-7 1 /2" <br />FM-16X18 <br />_ _ F1-24X24 <br />q <br />1'i <br />u <br />FM-16X18 <br />— — — — — — — — <br />_ T E -1 <br />:) i�� <br />] <br />- <br />13'-0" T-B" <br />9.1.. <br />20'-0' <br />SLAB <br />0 <br />--+-T <br />TOP OF <br />SLAB <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />3 <br />2. TOP OF FINISHED SLAB SHALL BE +A'-0'. <br />1A <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 />'- <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />L2 <br />PROVIDE 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />a <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />a <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.AINDICATES #5 BAR, MINDICATES #6 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 />- <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 />17 <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />2p <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />�n <br />16. 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 />2,000 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 j OF SLAB SUPPORTED <br />Y-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, 6th EDITION <br />rnn <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W I AXWI A OVER <br />GENERAL <br />3 1/2" <br />6 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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />16" <br />CONTINUOUS <br />19, <br />- <br />(2)#Fs <br />16" <br />CONTINUOUS <br />18" <br />- <br />( s <br />#6 IN CURB <br />VARIES <br />rFMC-l6xl8 <br />24" <br />24" <br />12" <br />2(-)8" <br />BELOW GRO <br />8" <br />SEE PLAN <br />61 <br />- <br />s <br />_ <br />_)0'_4"' <br />8"SEE <br />PLAN <br />8" <br />- <br />1) s <br />(-)0--0" <br />12" <br />CONTINUOUS <br />12" <br />- <br />'s#51N <br />CURB <br />VARIES <br />30" <br />30" <br />12" <br />(3) #5's <br />(3) #5's <br />(-)8" BELOW GRD <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #5's <br />(3) #b's <br />-)12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />I <br />1 RCN IT B C T <br />6 <br />Grow Joe <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134;86-2628 <br />FAX: 813486-2802 <br />1stmDm a Lo <br />SILVERADO <br />LOT #21 <br />BLK. #14 <br />PROJECT# <br />03719.000-21141 <br />MODEL: <br />2795- D <br />GARAGE 8TIING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPX EXP. B <br />