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28'-W <br />15'-10" <br />3'4" <br />•--FM-12X12 <br />I -- <br />1 — <br />--- FM- 12X18-----� <br />4"GONG. <br />s SLAB ILL <br />a <br />0. w <br />y o. LF-24X24 <br />4-3 12 1'-0' <br />l <br />10'-T <br />10 <br />1. <br />1 <br />r 1 <br />FM•12X1S ITXI END <br />1.1 <br />.I <br />SLAB 1 11T <br />I <br />I• <br />I <br />.I <br />I$° <br />°F <br />f. <br />I <br />I • <br />I <br />SLAB <br />xI <br />I <br />I <br />N <br />I <br />I <br />I� <br />I• <br />ILL <br />I <br />•I <br />I <br />I <br />5'-0" <br />15'-8" <br />I <br />I <br />I 1 <br />4" PVC <br />I <br />1,`CHASE <br />I <br />— <br />12 <br />4;" <br />`"T-O <br />g <br />,. I . <br />�I <br />�sl <br />ti <br />I <br />y <br />LLI <br />I <br />1-EXTEND <br />r--- <br />SLAB 112" <br />2 <br />I- CONIC �I 12 FM-12X18 <br />I <br />I SLAB <br />• I <br />131n— y l LLI 3,.6 <br />I <br />2 <br />+712 <br />1 <br />L <br />FM -I2X18 _ J <br />MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />.1 <br />10'-2" 3'-10" <br />2'-8" <br />18'-W <br />2'-8" <br />14'-0" 4,-4" <br />21,i" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0' <br />4" CONC. <br />SLAB <br />T 79 <br />SLAB <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 +-0'-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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 12" 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. MNDICATED #5 BAR, SNDICATES #8 BAR, NDICATES #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 (05= <br />3(", #8 =361, 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 2,000PSF. 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 8) 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 MW PSq, UNITS LAID IN <br />RUNNING BOND. <br />15. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR WWWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 81h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />6x8 W1.4-1.40VER <br />GENERAL <br />3 i2' <br />8 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 />8" <br />SEE PLAN <br />10' <br />- <br />s <br />12" <br />CO TIN <br />12, <br />(2)#5's <br />MFMC16Z,18 <br />CONTINUOUS <br />181, <br />2 <br />IS, <br />CONTINUOUS <br />is" <br />O <br />12" <br />CONTINUOUS <br />18' <br />O# 's <br />24" <br />24" <br />1 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abda 4pWoup.som <br />L AA #: 0003325 <br />Y <br />a <br />O <br />fill, <br />sumly a. Loss <br />SILVERADO <br />LOT #58 <br />BLK. #6 <br />PRDJWT# <br />4 8. 0 -5806 <br />4EBB <br />"1828-CALL" <br />oAwAoa swarm: <br />RIGHT <br />PAGE <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />��I�11��11 <br />PDw� 3/OB/19 <br />WCAUb 1/4"=1'-0" <br />same= <br />s1 <br />