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49--0" <br />L /—F2-24X24 <br />r--------- FM•12xi6 <br />I I <br />----� <br />FM-12X18— 4 <br />I M <br />-- <br />EXTEND END OF PVC <br />0�_0�� <br />I 4" CONC. <br />I0J <br />•I <br />I <br />CHASE UP 12" ABOVE <br />SLAB <br />I <br />I N <br />I <br />TOP OF <br />SLAB <br />c <br />COND. CONC. PAD <br />N w iq <br />I <br />I <br />c <br />'- <br />°p <br />\ <br />EXTEND y a <br />I <br />I <br />/ <br />,OND <br />SLAB 1 1/2" m <br />3 <br />'1" 3'-2" <br />D� <br />I 12'-2" <br />12'-0" <br />3'-0" <br />N r <br />J_Ft-36x36 <br />Ft-36x36 —� <br />-I---------I- <br />— <br />16X1T <br />—tM <br />I <br />I <br />I <br />LI - - - <br />I <br />8"4_ <br />2' <br />T <br />2X4WO; <br />LP <br />#8 2STUDSO. <br />1 <br />I <br />. <br />\II <br />0 <br />18'" <br />1'-0" #4 X T-0" <br />16' -01, <br />W/ 10" HOOK @ 30" O.C. <br />14'_9" <br />25'1" <br />8' 9" 1 <br />0 <br />�z <br />I y <br />� <br />I <br />I <br />I <br />I <br />I <br />BORA CARE TERMITE <br />PROTECTION TREATMENT MAY <br />------------- <br />X <br />W <br />I U <br />g <br />BE USED IN LIEU OF SOIL <br />1" PVC CHASE <br />I <br />III <br />U .1 <br />NI1I <br />pLL <br />r- TREATMENT. <br />II <br />4 <br />1 <br />O <br />" CFOR <br />CONDUIT <br />4" A/C CHASE 0'AFTO <br />LL <br />I <br />q <br />I � <br />UI <br />I <br />SLAB <br />v <br />LJ <br />� <br />OOD <br />2X4 WOOD <br />9IxxWALSTW/DSY <br />#2LUS <br />12" OP <br />IIIIIIIIIIII1 <br />11 <br />� <br />C--X12 <br />12X1- <br />--W <br />111.1.1 <br />n o� <br />CW-12X12 <br />7 <br />14' 9" <br />T-10" 4-0' <br />" <br />2'_0" T-6" <br />vc--1zx1—z <br />3 <br />2X4 WOOD WALL <br />W/ SYP.# 2 <br />J <br />11 <br />I I STUDS@2" <br />PLACE <br />O.C. <br />DBL <br />mg2 <br />2STUDS <br />UNDER00 m <br />mI <br />91.1 <br />EA. TRUSS <br />BTEND F-30 30 I <br />SLAB- <br />8SLA <br />' <br />1 V-4" T-O" S-O" <br />N1 1 <br />BAR <br />UTEDILH <br />�f*5 <br />10'-4" <br />SC <br />DOW ILL I <br />I <br />EXTEND <br />I <br />zmm <br />M <br />W <br />w <br />J L--- <br />- <br />SLAB11/2"—FM_16X18 <br />-- <br />q <br />I <br />I K <br />SLAB ^� <br />I d <br />m 1^ 3'-5' <br />q'_g' <br />6'-4" ri 3 _q" N <br />q <br />I <br />F-30X30 m l <br />O w I <br />R <br />2 <br />I <br />_ <br />- a LLj <br />N <br />o <br />o <br />1.1 <br />I <br />- 3 <br />LLI --_--J <br />FMC-16X11.1 2 <br />LFM_----------J <br />rn <br />1 <br />— hFM-16X18 1.1 <br />F3-24X24 <br />4 <br />F1-30X30 <br />I <br />FMC-12X18 (-)7 }"� FMC-12X18 <br />I <br />N <br />q <br />FM-12x18 <br />v <br />FOUNDATION PLAN <br />SCALE: 1/4"=V-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 +-0'-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 />B. 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 />112IINDICATES #5 BAR, EIINDICATES #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 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 />T-O" 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 />I REINF. <br />REMARKS <br />6x6 W 1 AxW 1 A OVER <br />GENERAL <br />31/2" <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 />FW1208 <br />17' <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />(+)0'-o" <br />FM-t6x18 <br />16' <br />CONTINUOUS <br />19, <br />- <br />2 s <br />(+0^1. <br />FMC-1208 <br />12p <br />CONTINUOUS <br />18" <br />- <br />(2)#Fs <br />#5 IN CURB <br />VARIES <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />18" <br />IT a <br />#5 IN CURB <br />VARIES <br />CW-12x12 <br />17' <br />CONTINUOUS <br />17' <br />- <br />) s <br />CWC-1202 <br />12, <br />CONTINUOUS <br />12, <br />- <br />) 's <br />#5 IN CURB <br />VARIES <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />-TfTwr, <br />(+)0"1" <br />F1-24x24 <br />24" <br />24" <br />12" <br />(2 's <br />O a <br />(+)0"-O' <br />F2-24x24 <br />24" <br />24" <br />17, <br />O m's <br />O pta <br />(.p OEM GRADE <br />F3-24x24 <br />24' <br />24" <br />12" <br />s <br />a <br />(.)p{�ggOW DRgpE <br />F1-36x36 <br />36' <br />36' <br />12" <br />(-)r-C BELOW GRADE <br />F1-30X30 <br />3O' <br />30' <br />17, <br />_ <br />. .g BEOW({VN <br />F-3OX30 <br />30" <br />30" <br />17' <br />M#5'e(3) <br />- WBEOWGRADE <br />CMC-12X12 <br />1Z4 <br />CONTINUOU <br />#5 IN CURBFM-20X18 <br />20' <br />CONTINUOUS <br />18" <br />+0 <br />4 R IS N I T E C TE <br />6 <br />Des02. <br />Grou <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesipgroup.com <br />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: 813ZW2628 <br />FAX: 813-886-2802 <br />SUBDIV. & LOT <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />[PROJECT# <br />03719.001-19161 <br />UODEL <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH E <br />