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F, <br />N <br />cc$LAB ILL <br />w <br />I� <br />Ja $731P2 LF-2024 <br />10 <br />I , <br />. 1 <br />r 1 <br />FM-12X18 EXTEND <br />1.1 <br />SLAB 1 1/2" <br />I <br />I <br />TO-0— <br />OPOF <br />SLAB <br />N <br />in <br />I <br />I <br />I <br />I� <br />I• <br />I2 <br />I <br />I <br />I <br />.I <br />I <br />5'-0' <br />I <br />I <br />1 <br />PVC <br />(4' <br />CHASE <br />TE-1 <br />— <br />*51/2 <br />• <br />` <br />I <br />I <br />§ <br />I <br />�I <br />m <br />N <br />m <br />�I <br />I <br />LLI <br />1n <br />I <br />1 <br />EXTEND <br />CONC. �� <br />SLAB 11/2' <br />2 <br />4l, <br />�4' ao FM-12X18 <br />I <br />I SLAB $ wl N r, <br />1 *3,/2 <br />1'' <br />�---- b <br />2 <br />71/2 <br />� <br />I 1 <br />1 7 <br />1.1 <br />L <br />FM-12X18 1.1 <br />— J <br />FMC-12X18 '� <br />FM-12X18 FMC-12X18 <br />i <br />4 <br />4 <br />,.1 <br />1.1 <br />10'-21 3'-10' <br />L2'-S' <br />16'-0' <br />2,-8• <br />21'4" <br />14'-0" 4'4' <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4' - V-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 +-0'-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-U'-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 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 />11.0INDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #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 =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 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 06'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 />16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1.630-13/ASCE 6-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. SW-13/ASCE 5-13, USING: Pm = <br />1,500 PSI, TYPE "M" OR'S' MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" Q/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 />SLAB SCHEDULE <br />SLAB ITHICKNESS <br />REINF. <br />REMARKS <br />6x6 WIAXWIA 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 OUANTITY 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 />7E-1 <br />8' <br />S <br />10 <br />s <br />+ 0'-0' <br />FM-12xi2 <br />12' <br />CONTINUOUS <br />12' <br />- <br />2 #5s <br />+0'-o' <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2) #78 <br />FM-16x18 <br />16• <br />CONTINUOUS <br />16• <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />16 <br />-7rR <br />s <br />VARIES <br />a <br />24' <br />s <br />s <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />L AA #: 0003325 A <br />� <br />r <br />q <br />a <br />atMDZV. As L,0T: <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />PROJECT <br />04128.001-37181 <br />MODEL.: <br />4EBB <br />"1828—CALM" <br />GARAGE OWUM: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH <br />