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391-W <br />11'4T <br />28'$" <br />'4' <br />9'-8" <br />9'-8" <br />15'-10" <br />3'-4" <br />--FM-12X12 <br />— 1 <br />-- <br />, — <br />--- FM-12X18---- <br />IN <br />I <br />4"CONC. § <br />I <br />I <br />SLAB Ili n <br />K <br />Ow <br />a * 3 12 ,,-0. LF-2024 <br />I <br />10 <br />I • <br />1 <br />r , <br />FM.12X18 XTEND <br />1. <br />I <br />SLAB 1 1/7 <br />I" <br />I <br />T-OP OF <br />I <br />SLAB <br />. <br />I <br />I <br />�I <br />I <br />I <br />�I <br />I <br />I <br />I� <br />I. <br />ILL <br />I <br />I <br />I <br />I <br />I. <br />I <br />1 <br />4" PVC <br />0 <br />CHASE <br />TE1 <br />_ — <br />—— <br />I <br />I <br />N <br />*6 12 <br />s <br />I <br />�I <br />io <br />N <br />-EXTEND1/2" <br />2 <br />1_CONC. w �� m FM-12XIB <br />( SLAB awl r <br />- <br />�• <br />oa <br />� 3 12 y( LL I <br />3'4� <br />I <br />2 <br />�•7 1Q <br />L 1.1 <br />FM-12X18 1_ J <br />— — — <br />FMC.12X18 ° <br />_ FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />.1 <br />10'-2" 3'-10" <br />2'-r <br />2'.8" <br />21'4" <br />4'4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-0" <br />4" CONC. <br />�SLAB <br />SLAB <br />a <br />a <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 +-0'4Y. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-011, SEE SURVEY PLOT FOR NOVO. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAW. 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 />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWIDOOR 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.EINDK:ATED #5 BAR, E NDICATES #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 P5 = <br />30", #8 -38 J, 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 2,000PSF. 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 (, W 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 W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF, <br />1 REMARKS <br />Bze WlA.W1.4 OVER <br />GENERAL <br />3 12' <br />B MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARE 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 />17 <br />- <br />s <br />FM-12z12 <br />17 <br />CONTINUOUS <br />17 <br />(2) 05's <br />+ .d <br />FW12118 <br />1 <br />CONTINUOUS <br />18' <br />2 <br />FM-10z18 <br />10" <br />CONTINUOUS <br />18' <br />- <br />(2)# L <br />FMCA2X18 <br />17 <br />CONTINUOUS <br />18" <br />- <br />O a <br />VARIES <br />F-24z24 <br />24" <br />24° <br />1 <br />s <br />- 0"4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosolmupcom <br />L AA#:0003325 , <br />W. <br />as <br />e <br />m <br />2t <br />lu <br />r <br />rL <br />u <br />L <br />J <br />A <br />a <br />sysa:v ee r�oai <br />SILVERADO <br />LOT #9 <br />PllOBLK #18 <br />'"' <br />04128. 0 -09181 <br />mol"m <br />4EBB <br />"1828-CALI" <br />GAsAGs 01111FUM <br />RIGHT <br />PAOM: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />D � 10/09/19 <br />sCALlft 1/4-=1'-0- <br />s7!ffif'P <br />s1 <br />