Laserfiche WebLink
17' 2" 15'4" <br />4'41" <br />T-10" <br />5' 0" <br />1'4" <br />9'4" <br />4'-6" <br />4" CONC <br />TOP OF� W <br />SLAB <br />SLAB "' <br />— — — — — <br />FM-16X18 <br />-------L31 <br />—{'— <br />�j <br />r---------- <br />FM-16X18 <br />----- <br />1 1 <br />1 <br />1 <br />1 3 <br />1 <br />I1 <br />1- <br />t.1ONIC. <br />1LAB <br />a W <br />m 1qoa <br />I� <br />m.I� <br />I� <br />I4"PVC <br />I <br />CHASE <br />9.-2" 3, ,,, <br />I <br />q <br />N <br />-3 1/2" <br />I <br />) <br />I <br />1------- <br />I1� <br />------------ --.I <br />FM-i6X18 <br />3-8 I <br />I <br />EXTEND 1.1 <br />TE-2 U <br />SLAB 1 112" <br />r <br />1 <br />c. <br />1 <br />9 <br />-3 1/2' <br />1 <br />' <br />t0.4. <br />2'_5" <br />I <br />L <br />TE-2 l <br />m <br />I� <br />x <br />`ii <br />12 <br />x <br />O <br />1m <br />ii <br />1.1 1 <br />m <br />I <br />� I1i <br />1ii <br />I <br />I <br />� <br />Vi <br />I <br />1 <br />0'-0"FIN. ELEV.� <br />1 <br />FIN. CONIC. SLAB <br />1"PVC CHASEy- <br />m <br />I <br />i �� FOR ELEC. @ <br />I <br />1 <br />ISLAND <br />I <br />I <br />13'-2" <br />` 34'-10" <br />I <br />bo <br />bo <br />I <br />i'I <br />- <br />2'-0" tl 19'-6„ <br />I <br />---- <br />----_TE-1 <br />I <br />-3 1/2"* <br />1 <br />m EXTEND <br />1 <br />SLAB 1 1/2" I <br />1 <br />I O <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />5 I w °? <br />I <br />1 3'4" <br />24'4" 20'4" <br />1 <br />I <br />I 2 <br />1 <br />1 <br />I <br />1 <br />I <br />EXTEND <br />$ w <br />1 ,2" <br />FM_16X18 <br />c <br />i� <br />q <br />—SLAB <br />I <br />i <br />I� Eo <br />I <br />FIES <br />I <br />I <br />1 1 W -3 1/2' I <br />I <br />I <br />X ( 5' 5" 5" I <br />24"x24"x12" CONIC. I <br />FTG. W/ (3) #5 1 <br />. <br />1 <br />Li z m LL <br />REBARS EA. WAY 1 <br />1 <br />�1 g °Q a ( <br />1 N <br />ON CHAIRS MIN. 3" 1 <br />1 <br />24"x24N12" CONC. m O a <br />;p <br />COVER 1 <br />4 <br />4 <br />FTG. W/ (3) #5 REBARS II rnbo <br />1.1 FM <br />16X18 11 <br />v-51/2"� <br />EA. WAY ON CHAIRS I }—Io (— i <br />1 I <br />I <br />------- <br />—� <br />-_ <br />---FM-16X18 <br />MIN,3"COVER I <br />-----_____J _ L-- <br />1.1 <br />— FM-16X18---- J <br />. E-1 <br />m <br />4 m 6-0„ 8" <br />4 <br />8'-0" 4„ <br />' 4.. <br />1.1 16'_0„ <br />1.1 '4„ ._0'. 4,4" 1'-0" 6'4" <br />T-10'. <br />3'-2" <br />9'-8" <br />18'-8" <br />614" <br />13'4" <br />48'-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +•0'-0", SEE SURVEY PLOT FOR NAVD. <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.EIINDICATES #5 BAR, MINDICATES #6 BAR,ENDICATES #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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />616 W1.41W1A OVER <br />GENERAL <br />31/2" <br />6MILVAPOR <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 />TO <br />SHORT <br />LONG <br />FM-1608 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />- <br />(+)0'-0' <br />FMC-1608 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />#SIN CURB <br />VARIES <br />F-2424 <br />24" <br />24" <br />12, <br />(2) #5's <br />(2) We <br />(+)p"-0•• <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) 's <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />(75hus <br />#5 IN CURB <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />FA R C N IT E C T S <br />6 <br />GrouOLn. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134186.2628 <br />FAX: 813-886-2802 <br />IININIII <br />o00 <br />, <br />2021 <br />