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K 3'-W <br />a� <br />YI <br />-- — I---- --- <br />• J TEA J TEA <br />F2-24X24 F2-24X24 Im FM-16718 1 r+ 3 <br />i <br />FO a 4" GONG. I ir(r <br />SLAB <br />1. -31/2* <br />+r <br />I �I <br />i� wl <br />T-0" 4'4" 9'-2" 3'-10" �' 4" PVC LL <br />iCHASE <br />r, <br />a <br />r, <br />r+ I <br />r� <br />rr <br />�+ <br />I <br />„ I <br />,r <br />r <br />o <br />I i� I <br />1.1 ac <br />rr I <br />i� <br />r+ <br />I ,r <br />r <br />3, 3„ ' <br />'OF <br />TOP <br />i i TEA <br />SLAB TE <br />— <br />O <br />- <br />a <br />N <br />3 1.++ <br />j+ <br />IX 1" PVC CHASE L <br />+� <br />tO FOR ELEC. TE-1 -1 <br />LL I ISLAND �, 12 <br />I- <br />II 1.1 <br />. <br />II <br />I ,r <br />o <br />23'-6" rr 16E" <br />r <br />4 <br />I <br />1 <br />TE-1 <br />r <br />ND r <br />� <br />1 1/2"FI <br />4L <br />�SLAB- <br />TE-1 J <br />N <br />Te-1J <br />I „2'-8" <br />4'-t0" <br />5'4" <br />I <br />I <br />ET HI-3 1/2" <br />I <br />I <br />EXTEND <br />m <br />x <br />a? <br />1 " <br />SA12B.1 <br />N <br />M-isxi8 <br />F4 <br />a`OU <br />(II <br />a <br />SLABy1 <br />NWa�r1n/2 <br />wl <br />-31124.mI oON? <br />N <br />5 -2 4'a <br />TE-1 <br />LLi I U <br />+ + <br />ILL <br />. <br />1 1 F2-24X24 <br />FM-16X78 — — J <br />M-i6X18 <br />FMC-18X18 <br />Nj <br />L�_m= <br />_ _ _ <br />4 <br />2'-T' W-0„ 1.1 2,_7" <br />5'-10" <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 +-V-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0%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 />1 I MINDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, 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 } OF SLAB SUPPORTED <br />3'4' O/C MAX. SEE PLAN FOR VWUM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />DOWEL LEGEND <br />® 15'x8' MASONRY COLUMN <br />W7 (2) 5'S ARE <br />DESIGNED TO ISE <br />PLACED N CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOUN W/ 5 DOWEL <br />N FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />616 Wl AxW1.4 OVER <br />GENERAL <br />312' <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 />FM-16k18 <br />16" <br />CONTINUOUS <br />18' <br />- <br />(2) #6s <br />FMC-16xl8 <br />16, <br />CONTINUOUS <br />19, <br />- <br />(1 's <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17, <br />(2) #5's <br />(2) #5's <br />_ <br />(+�••-0" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) 's <br />#SIN CURB <br />Ft-30X30 <br />39, <br />30" <br />17, <br />(3) #5'S <br />( <br />(-)0'-6, <br />F142X42 <br />42' <br />42' <br />12, <br />(3)#FS <br />(3) #5's <br />F2-24X24 <br />24" <br />24" <br />12' <br />(2)#5'S <br />(2) #5'. <br />FOUNDATION PLAN <br />SCALE: 1/4" = TA" <br />AR <br />AR TINCAR ECTE-1 <br />Design <br />Grou .ne. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA#: 0003325.._._._J <br />h <br />0 <br />O <br />ti <br />oulaDrv. at w7l <br />SILVERADO <br />LOT #22 <br />BLK #14 <br />PROJIECT# <br />03719.001-22141 <br />MODEL.• <br />"2045-LANTANA" <br />GARAGE 311MG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH <br />D TE 03/02/21 <br />scALE: 1/4"=1'-0" <br />sFIEET <br />s1 <br />