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34,A" <br />28'-8" <br />'-4" <br />9'-8" <br />V-6" <br />15'-10" <br />3'-4" <br />FM-12X12 F_ 1 <br />FM-12X18 <br />4" CONC. 4 <br />SLAB I r <br />I <br />I <br />a LF-24X24 �-31/2 1,-0• l <br />10'-0" <br />of10 <br />1.1 <br />I • <br />r 1 <br />FM-12X18 END <br />1.1 <br />SLAB 1 112" <br />I <br />' I <br />I <br />1 <br />,.1 I <br />I� <br />N <br />i� <br />I <br />I <br />I <br />I. <br />I� <br />I <br />•I <br />I <br />I. <br />19'•0' <br />5'-0" <br />15'-8" <br />I 1 <br />4" PVC <br />f CHASE <br />'1 <br />TE-1 <br />-Tli0 <br />a <br />-5 V2 <br />II <br />5 3'-D" <br />I <br />§ <br />I <br />IL <br />LLI. <br />1 <br />EXTEND <br />r <br />CONC. �l <br />SLAB 11/2" <br />2 <br />l4" :2 FM-12X18 <br />SLAB — <br />I <br />Gull <br />I+.31/2 gall <br />L -- LL1 <br />LL 2 <br />7 1/2 <br />1.1 <br />5? <br />L 1.1 <br />FM-12X18 1.1 J <br />0 <br />F -12X18 v <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" <br />21'-4" <br />14'-0" 4'-4" <br />39'-8' <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 112" 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 />11.13INDICATED #5 BAR, 13INDICATES #6 BARANDICATES #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: Fm = <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'} 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 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6z6 W I AXW I A OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARB 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 />8N <br />SEE PLAN <br />IT— <br />FM-12z12 <br />12" <br />CONTINUOUS <br />12" <br />FM-12z18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5s <br />FM-16z18 <br />IV, <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />FMC-12z18 <br />12" <br />CONTINUOUS <br />16, <br />- <br />s <br />VARIES <br />- X <br />872rog8 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdosigngroup.00m <br />L AA #: 0003325 <br />q <br />i <br />b <br />0 <br />atMDIR & LOT <br />SILVERADO <br />LOT #39 <br />BLK #18 <br />PROJECT# <br />04128.002-39181 <br />MODEIa <br />4EBB <br />"1828-CALI" <br />GARAGE OWWO: <br />RIGHT <br />I1PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. B <br />