Laserfiche WebLink
FOUNDATION NOTES <br />39'-8" <br />3'-4" <br />— 1 <br />— — <br />— FM-12X72 <br />— — — — — — FM-12XIB — <br />�I <br />o <br />- <br />4" CONC. <br />g <br />I SLAB <br />00 <br />I <br />a <br />F-24X24J-3 <br />LL <br />12 <br />r <br />10'-0" <br />10 <br />EXTEND FM-12718 <br />1 <br />SLAB 11/2" <br />id <br />I <br />tow <br />I <br />I <br />I <br />I" <br />I <br />•I� <br />SLAB <br />Ix <br />N <br />I <br />ILL <br />I <br />I <br />I • <br />I <br />I <br />•I <br />I <br />I <br />l <br />I <br />I <br />xl • <br />LLI <br />I• <br />15'$" <br />5'-0" <br />191-W <br />4" PVC <br />CHASE <br />TE-1 <br />I <br />• <br />' <br />4 5 12 <br />I <br />4" <br />' <br />17'$" <br />2'-8" <br />I <br />3'4r 5 <br />. <br />I <br />ILL <br />o <br />I <br />EXTEND <br />1 <br />2 <br />SLAB 112" <br />1.1 <br />-- <br />FM-12Xi8 <br />4" CONC <br />• I <br />�N law SLAB ) <br />()I <br />3'-4" <br />ILL ) m a�3 12 i <br />I , <br />r7 12 <br />4 <br />a <br />2 <br />J <br />FMC-12X18 <br />I <br />FM-12X18 FMC -12XS <br />FAF12X12 <br />L FM-12X18 <br />J <br />4 <br />2'-8" <br />18'-0" <br />2'-8" <br />3'-10" 10'-2 <br />21'4" <br />4'-4" <br />14'-0" <br />39'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" =1'-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0-W. <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 />S. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOVIIDOOR 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.gNDICATED #5 8AR, INDICATES #6 BAR, 11DICATES #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 =367, 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 ALLALLOWABLE <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 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 5A3, USING: Fm= <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSD, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />3'4r O/C MAX. SEE PLAN FOR VWW SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bxe W1.4zW1.40VER <br />GENERAL <br />3 12" <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 />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />( s <br />FM-12112 <br />12 <br />CONTINUOUS <br />12 <br />- <br />(2) #5's <br />FM-1208 <br />12 <br />CONTINUOUS <br />18' <br />(2) #Vs <br />+ 0'-0" <br />FM-16k18 <br />16, <br />CONTINUOUS <br />IS, <br />- <br />(2)#5's <br />+0"!7' <br />FMC-1208 <br />17' <br />CONTINUOUS <br />IT <br />- <br />(2)#51 <br />#51N CURB <br />VARIES <br />74x24 <br />24" <br />24" <br />1 <br />(-)O'i" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeso giouP.00m <br />L AA#: 0003325 , <br />ra <br />may.. <br />O <br />1 <br />swan►. ae LO. <br />SILVERADO <br />LOT #12 <br />BLK. #11 <br />PllOJEOT# <br />04 28.002-12111 <br />MOVIZU <br />4EBB <br />"1828-CALL" <br />CARACE 8TIM0. <br />LEFT <br />PACE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />AR NO 93723 j <br />DA il/15/18 <br />SCALE: 1/4-=1'-0" <br />Bill= <br />s1 <br />