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EXTEND <br />SLAB 1 112" 1 <br />_ _ <br />FM-12X78 <br />FM-12X12 <br />4"CONC. <br />SLAB <br />I�N <br />11 <br />R <br />F <br />°° <br />I 112 $ a m <br />ILL <br />I <br />F 2 <br />9'-6" <br />�4 <br />m <br />10 <br />o <br />I <br />FM•12X18 <br />1 <br />I <br />I <br />I <br />TOP OF <br />°D I <br />SLAB <br />1" PVC CHASE <br />FOR ELEC. @ N <br />ISLAND <br />I <br />' LL <br />x <br />I <br />I� <br />I <br />I <br />I <br />I <br />7 <br />L) <br />e <br />q <br />I <br />EXTEND 4" PVC <br />SLAB 1 1/2"%CHASE <br />I <br />TE1 <br />— —CT <br />-5 tl2 <br />4" CQNC. <br />I <br />i <br />SLAB <br />I <br />I <br />• <br />0. <br />°? <br />18'-0" <br />2'-8" <br />17'-B" <br />TY pp OF <br />sLAs <br />�I <br />Lb <br />~ I <br />LL <br />I <br />11i <br />EXTEND P1 <br />a <br />O 2 <br />FM-12X18 <br />SLAB 1 112"I- <br />y <br />CONC <br />' I SLAB awl I 8" . <br />8' <br />Iv <br />I� 431/2 <br />I <br />`----JI <br />1 <br />2 FM <br />-12X18 FMC-12X18 <br />IL <br />.1 <br />+7 1/2 <br />FM-12X18 1.1 <br />J <br />'1 <br />FM-12X18 i.1 <br />— — <br />FM 1D(,2 <br />— <br />— — — — — — — <br />LLL <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-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0% 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, GINDICATES #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: Pm = <br />1,500 PSI, TYPE "M" ORS- 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x8 W 1.4xW 1 A OVER <br />GENERAL <br />3 1/2" <br />6 MtL 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 />FM-12x18 <br />1T <br />CONTINUOUS <br />161 <br />- <br />(2)AWs <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />-7ms <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />$ <br />-)!1.11, <br />FM-12x12 <br />12" <br />CONTINUOUS <br />17, <br />- <br />(2) #Fs <br />- <br />(-)0'-4" <br />TEA <br />W <br />SEE PLAN <br />8" <br />- <br />s <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />a <br />sunD:v. Se LOT: <br />SILVERADO <br />LOT 15 <br />BLK 18 <br />PROJECT# <br />04128.002 15181 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GAP_t0Z DWINd: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />DA 03/04/20 <br />SCALE: 1/4"=1'-0" <br />EHEET <br />sl <br />