Laserfiche WebLink
CONC. <br />AB <br />Y <br />4 <br />_ _ _ <br />FM-12) — — — — — — — —3 <br />_ <br />FM-12X12 <br />_ <br />4" CONC. <br />I� SLAB <br />i <br />zo <br />;mo <br />I 3 1/2" <br />-' 0- <br />F-24X24 <br />ILL <br />9'-6" <br />2'•6" <br />I <br />i <br />10 <br />i <br />FM•12X18 <br />4" PVC CHASE i <br />T- <br />i� <br />4 <br />TOP OF <br />I SLAB <br />1" PVC CHASE / m <br />u <br />FOR ELEC. <br />ISLAND <br />i I <br />i/ <br />i' <br />19' 0" <br />i' <br />i 19'-0" <br />ap <br />/ <br />� <br />4 <br />I <br />I <br />a <br />0 a <br />y <br />EXTEND <br />I <br />SLAB 1 1/2' <br />TE1------�. <br />----- <br />.4,751/2" v <br />N <br />I <br />I <br />5 <br />17'$" <br />I <br />I <br />I <br />I. <br />I <br />I <br />LL I <br />EXTEND /2" <br />SLAB2 <br />FM-12X18 <br />F <br />4 CONC. � <br />I <br />6" <br />� <br />' I SLAB $ 15 6" 3,1" <br />I cS <br />+-31/2" m L <br />I� <br />J <br />1 W <br />r <br />2 <br />FMC-12X18 <br />Lt 71/2" <br />1 1.1 <br />FMC-k <br />4FM-12X18 <br />— — — <br />FIM12X12 <br />16'-0" <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 +-O'-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 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.OINDICATES #5 BAR, WINDICATES #6 BARMNDICATES #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", #8 =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 />2,000 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 i 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 />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />1 3 1/2" <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 />FMA2x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />- <br />(+)0'-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />2C <br />12" <br />s <br />t#5's <br />(-)0"-4" <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />TE-1 <br />8n <br />SEE PLAN <br />8" <br />- <br />(- 0•� <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />L AA #: 0003325 <br />Y <br />a <br />sUBDIV as LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #8 <br />PROJECT* <br />04181.000-17081 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />