Laserfiche WebLink
90 <br />_ _ _ <br />— — — — — — FM-12XIB — <br />FM-12X12 <br />1.1I <br />SLAB <br />LLI w I <br />t, <br />m <br />F-24X2 0 (L <br />m <br />3,2 cQ LL I <br />r <br />. I <br />101-0" <br />10 <br />1.1 , <br />z <br />I <br />EXTEND FM•t2X18 <br />O <br />I <br />SLAB 1 1/ 2" L7 <br />I <br />T.° <br />SLAB <br />4 <br />m ^ <br />M <br />�I <br />I <br />I <br />'I <br />I <br />I <br />�I <br />I <br />�I <br />I <br />� <br />I <br />� <br />4" PVC <br />i <br />CHASE <br />L.- — — — — <br />4" CONC <br />I <br />I I <br />SLAB <br />5,2 <br />.i <br />17'-B" <br />2'•8" <br />3'-0" 5 <br />SLAB <br />1.1 <br />3'•8" <br />ro <br />°P <br />N <br />ILL o <br />EXTEND <br />1 <br />2 SLAB11/2' <br />1.1 -- <br />FM•12Xi8 m �ffi 4"CONC <br />( w SIAB <br />6I <br />3'•4" I� 1N0- ��312 <br />712 2 a <br />b J <br />MC-12X18 16 FMC-12X18 <br />- - FM-12X- - <br />FM-12XIB <br />2'-8" <br />PiS:l'i�li�)66W <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'4r <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 +-0'-0". <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 />8. 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 />1,.gNDICATED #S BAR, GNDICATES #8 BAR, EDICATES #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 (05 = <br />30", #8.361, 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 5.13, USING: Pm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSO, 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 WVM1 SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8tb EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />BxS W1.4% ROVER <br />GENERAL <br />3 12' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH 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-1202 <br />1T <br />CONTINUOUS <br />17 <br />2) #.5's <br />FM-IW8 <br />12, <br />CONTINUOUS <br />IT <br />- <br />2 #5's <br />FM-IEX18 <br />16" <br />CONTINUOUS <br />iS' <br />FMC-12v18 <br />17' <br />CONTINUOUS <br />IB' <br />O 's <br />F-24X24 <br />24" <br />24" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX:407-774.4078 <br />wwwAbdes4p oup.com <br />AA #: 0003325 <br />i2p <br />V <br />� <br />W <br />q <br />S <br />p <br />� <br />e <br />OWill <br />1SxnmlV. a LAT: <br />SILVERADO <br />LOT #67 <br />BLK. #6 <br />Pnojm T <br />04128.001-67061 <br />MODE & <br />4EBB <br />"1828-CALI" <br />GAR/WZ OWUM: <br />LEFT <br />PAGZ-. <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />