Laserfiche WebLink
39'-8" <br />28'-8" <br />'-4" 9'-8" 9'-6" 15'-10" 3'4" <br />36'-2" 3'-6" <br />I M SMOF <br />3 <br />Y <br />zip_ <br />_ _ <br />— — — FM-12X18— — — — -i <br />a <br />4" CQNC. <br />g <br />r <br />co <br />wa SLAB Icy <br />ILL � a * 3 1 /2 1,.0- LF-24X24 <br />l <br />10-0" <br />r <br />. <br />I <br />r FM-12X18 <br />1 EXTEND <br />Sri <br />1 SLAB 1 1/2" <br />4" PVC <br />CHASE,i <br />+r I <br />N <br />r� <br />rr <br />r <br />i <br />TOP OF <br />SLAB <br />M <br />xI <br />4 <br />m <br />N <br />• <br />N <br />LLI <br />I <br />r/'r <br />rj <br />r+ <br />I <br />i' <br />r� <br />I <br />rr <br />LL <br />/ <br />r+ <br />R <br />r; <br />ip <br />I <br />I <br />/irr <br />1 <br />b <br />TEA — — <br />I <br />"2-8" <br />-51/2 <br />17.8" <br />5 3'-0" <br />' <br />I <br />m <br />N <br />N <br />I <br />4 <br />m <br />I <br />.I <br />1 <br />EXTEND <br />SLAB 1 112" <br />2 <br />(4 CONC. �( m FM-12X18 <br />( SLAB 0. z� — <br />I <br />. <br />-3 1/2 N n'I I 3, 4 <br />I <br />2 <br />+7 1/2 <br />1.1 <br />FM-12X18_ _ .1 J <br />FMC-12X18 v <br />FM-12X18 FMG12X18 <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 -9-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'-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.EIINDICATED #5 BAR, GINDICATES #6 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 (#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. 530-131ASCE 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" 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 />6x6 W 1..1.4 OVER <br />GENERAL <br />3 112" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARB 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 />"-0" <br />FM-12xl2 <br />12" <br />CONTINUOUS <br />12" <br />- <br />'s <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />O #5's <br />FM-16x18 <br />Is- <br />CONTINUOUS <br />18.. <br />- <br />s <br />+ "-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />s <br />s <br />(_)0 -4" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX:407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />t <br />� <br />Y <br />C <br />OUBDIV. ae LOT, <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PROJECT# <br />04181.000-37091 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH E C <br />ECALrE: 1/4"=1'-0- <br />eiIEET <br />s1 <br />