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T�N I <br />SLAB <br />30'-8* <br />i — — <br />— — — —TE-1 <br />TIM- I UX-1 8 <br />—2' <br />;'1 <br />'!',"4'-5 <br />F2-3OX30 <br />8-4" <br />10'-3* <br />FT <br />3'.2-:1 <br />x <br />4' CONC. <br />SLAB <br />IF1-30X3O <br />4"PVC <br />rt <br />CHASE <br />51-10" <br />9'-2- 4'-4' <br />1/2- 1 <br />*3 <br />11 PVC CHASE <br />FOR ELEC, @ <br />Z. <br />uj <br />Nil I I I I I I I <br />FM-16X18 EX7rEND <br />SLAS 1 1/2. ;r <br />b <br />ISLAND <br />17 <br />WTOP OF <br />SLAB <br />Y-2" <br />W3 1/2 <br />y. <br />29'-4" <br />20'-8" <br />EXTEND <br />N <br />SLAB 1 1/2 <br />_LE;j_ <br />4"CONC. <br />SLAB <br />2_ <br />112" <br />8 _LE *:3 <br />jj <br />2'-3' 5 <br />OV5 I t2" <br />PER Fr. <br />101-10" <br />XT <br />E El <br />EXTEND <br />FM-16XI8 <br />SLAB I IIT <br />4 <br />01� <br />FI-24X24 <br />cn <br />-3112" <br />9 <br />T-O' <br />M <br />FMC-16X18 <br />4"CONC. <br />LAB <br />ro <br />'r-v <br />ir-O" <br />1? <br />4 <br />�j <br />FM111CX18 <br />18 <br />t-4"\ <br />+-71/2" <br />—j <br />FI-24X24 <br />Z9 <br />FM-`!�X`18 <br />r <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACT NG REQUIREMENTS. <br />Il' <br />2. TOP OF FINISHED SLAB SHALL BE <br />3, COLUMN AND FOOTING CENTERLINES. SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION --9-0", 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 />WINDONDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.01NDICATES #5 BAR, EIINDICATES #6 BAR.MNDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED NTH 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 />$OIL 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. 530-131ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1, 530-13tASCE 5-13, USING: F'm <br />2,000 PSI, TYPE -M' ORS' MORTAR, ASTM G476 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 />Y-0'01C MAX. SEE PLAN FOR NNIM SIZE. <br />INSPECTOR NOTE: <br />1 , STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />SX6 WIAXW1.4 OVER <br />GENERAL <br />3 1 r2" <br />I <br />6 MILVAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS. SAME SIZE OU NTITYASBARS111 FOUNDATION. WITH W'LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />TOR <br />SHORT <br />LONG <br />FM-I6x18 <br />161, <br />CONTINUOUS <br />I'll <br />(2) #5's <br />(-)o'-o" <br />FMC-1608 <br />161, <br />CONTINUOUS <br />111. <br />(2) #6s <br />#5 IN CURB <br />VARIES <br />FI-2024 <br />24?' <br />24" <br />12'--aT#3-9-7ZT5-s- <br />- <br />BELOW GRD <br />TE-I <br />11, <br />SEE PLAN <br />81, <br />00141 <br />TE-2 <br />SEE PLAN <br />81, <br />(-)O*-U' <br />CWCA2X12 <br />12" <br />CONTINUOUS <br />12" <br />#5 IN CURB <br />VARIES <br />FI-3 X <br />32" <br />12" <br />(3) 05'� <br />(3) #5s <br />(-)S' BELOW GRD <br />F�-3.�X�. <br />1 W' <br />1 30" <br />12" <br />1 (3)#S's <br />(3)05'8 <br />2' BELOW GRD <br />FOUNDATION PLAN_ <br />SCALE: 1/4"= 1'-0" <br />P'A III C N I T 1 0 T 0 <br />6 <br />RDes,-iXn <br />OM10ALam- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-60j7g <br />FAX: 407-774-4078 <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />DRAFrING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81341,136-2628 <br />4NN. FAX: 622=2 <br />ilip <br />,,r,--m 4 1 <br />'"V <br />SUBIDIV. A. LO <br />SILVERADO <br />LOT #23 <br />BLK #10 <br />PROJECT# <br />03719.000-23101 <br />MODZLA <br />2795-F <br />OA6RAGE BMWO: <br />RIGHT <br />PACE: <br />FOUNDATION <br />PLAN <br />150 EM B <br />PptDrr <br />DATE: 10/30/20 <br />SCAJLE: 1/4"=l'-O" <br />SHE T <br />S11 <br />