Laserfiche WebLink
— TE•1 <br />28'-2" T-6" 8'-0" <br />>A <br />I w <br />r- W <br />w I <br />L 4" CONC. I - <br />TOP OF SLAB <br />m <br />SLAB <br />3 <br />O <br />a <br />--------- <br />FM-16x18— <br />—1--- <br />�Ir'I----4--1 <br />I <br />10'-0" <br />i 4" PVC <br />iV CHASE <br />11 <br />iN <br />m <br />Im <br />11 <br />off_ <br />rn <br />I <br />4 <br />SLAB F <br />ii WI <br />iA <br />r <br />LL <br />20'-5' <br />l <br />cw-12x12 1.1 <br />—L_ — <br />11 <br />O <br />a <br />IrT— II <br />F-2 4 o <br />77 <br />I, <br />i i 1.1 11 ( <br />Ibn <br />2.13-1` <br />,WjnII� <br />w <br />w <br />I N UP TO END FLOOR <br />v <br /><p <br />''I <br />11 <br />(FIELD VERIFY <br />8 <br />C <br />m <br />r <br />I I u <br />EXACT LOCATION) <br />1.1 <br />5 <br />u <br />I I <br />0 <br />9'-5" 8'-3" <br />9'-0" <br />2'-B" 9'-4" <br />3 <br />NI <br />1 <br />I <br />I <br />#3 TRANSFER STEEL <br />m <br />w <br />24O.C. MAX <br />UI <br />N <br />��-AKQLW <br />I <br />I m <br />z <br />FIN. ELEV. N <br />FIN. CONC. SLAB <br />R <br />I <br />1'1 m <br />IS <br />I <br />„ <br />I <br />zI <br />�I <br />I <br />16'-0" <br />FM-16x18 <br />L---- --- <br />m <br />I� <br />4 <br />4 <br />4 <br />e' <br />4 COLIC. <br />MAI <br />v <br />Y <br />1 <br />FM 18X78 .q <br />y <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-G' <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 r-0'-0". <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 112" 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, OINDICATES 06 BAR,WNDICATES #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: F'm = <br />1,500 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 } OF SLAB SUPPORTED <br />T-W 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 />US W1..lA OVER <br />GENERAL <br />3112" <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 />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Fs <br />16" <br />CONTINUOUS <br />18" <br />- <br />e <br />_ <br />+ '-0" <br />20" <br />CONTINUOUS <br />18" <br />MFMC-l6xl8l <br />i6" <br />CONTINUOUS <br />t <br />-VARIES <br />12" <br />SEE PLAN <br />12" <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />VARIES <br />24" <br />24" <br />12" <br />s <br />e <br />+ "-0" <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />Ho" <br />i"I N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesWgroup.com <br />L AA #: 0003325 <br />ds <br />�wl <br />o <br />E <br />EVHDIV. Se LOT" <br />ABBOTT PARK <br />LOT #39 <br />BLK. #9 <br />PROJECT* <br />04181.000-39091 <br />MODMA <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 9WMffG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />