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19--W <br />'-4" <br />91-W <br />9'-6" <br />15'-10" <br />T-4. <br />• — <br />—11-12X12 — <br />— — — <br />1 — <br />— FM-12X18 — — — <br />— — — - <br />4" CONC. <br />w SLAB <br />ILL <br />w <br />a * 3 112 1,-0" <br />LF-24X24 <br />l <br />10'-0 <br />10 <br />I <br />" 1.1 <br />r 1 <br />FM-12X18 EXTEND <br />I <br />1.1 <br />SLAB 1 112" <br />I <br />I <br />, <br />T <br />SLAB <br />c <br />I. <br />II <br />I <br />I <br />I. <br />I <br />I� <br />I• <br />I <br />ILL <br />I <br />I <br />I <br />19'-0" <br />5'-0" <br />15'-8' <br />I. <br />1 <br />Q•�� <br />4"PVC <br />CHASE <br />I <br />1• <br />� <br />TE-1 <br />— <br />*5 1/2 <br />17'-W <br />5 X-0" ' <br />I <br />I <br />I <br />I <br />4 <br />I <br />1 <br />EXTEND <br />SLAB 11/2" <br />2 <br />J_ CONC. 61 :2 FM-12Xi8 <br />SLAB w wl �. <br />ao <br />*-31/2 G_Ig <br />I <br />I-i 2 <br />*;71/2 <br />I t <br />1. <br />L <br />FM -12X18 <br />1.1 <br />_ J <br />FMC-12X18 <br />FM-12Xt8 <br />FMC-12X18 <br />�Z-8.41.11.110'-2" <br />X-10" <br />16'-0" <br />2•-8" <br />21'-4' <br />14'-0 4'-4" <br />39'-B" <br />FOUNDATION PLAN <br />SCALE: 114" = V-0" <br />1.1 <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 w0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE, <br />4. REFERENCE ELEVATION +-O'-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.OINDICATED # 5 BAR, DINDICATES #6 BAR,IIIIIINDICATES #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. 530-131ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M' OR"S' MORTAR, ASTM C476 GROUT (3D00 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" 01C 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 <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1..1.4 OVER <br />GENERAL <br />31/2" <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 />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />1 <br />- <br />s <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12, <br />- <br />5e <br />FMA2x18 <br />12" <br />CONTINUOUS <br />18" <br />-(2)#5's <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />FMC-12xl8 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />VARIES <br />1 N. RONALD REAGAN Bt <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />� <br />• <br />S <br />3 <br />s? <br />sUBDIV Se LOT <br />SILVERADO <br />LOT 1 <br />BLK 19 <br />PROJECT* <br />04128.002 0119 <br />MODEZA <br />4EBB <br />"1828-CALI" <br />CIARAGE EVrMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />IlkN150 MPH EXP. B <br />ppturr <br />DATM 03/04/20 <br />BCALE: 1/4"=1'_0" <br />eFIEET <br />si <br />kk <br />