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35555 Stella Vast Dr (2)
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35555 Stella Vast Dr (2)
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Last modified
3/20/2025 8:48:40 PM
Creation date
2/27/2025 11:20:36 AM
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Building Plans
Street #
35555
Location
Stella Vast Dr
Contractor
Dr Horton
Building Plans - Permit #
301
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)ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE739E95D55 <br />65'-0" <br />0?! <br />■ <br />VERIFY AC COND <br />LOCATION VV/ <br />SITE PLAN <br />fujDJUNDAU-0- N AA Nk <br />1/4" = V-0" WHEN PRINTED ON <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />2020 V1.0 <br />(33ENIERI'L FOUNDATION NOTES: <br />AD 1 1111 <br />r <br />7 <br />-_A %.,J ',J!NtN L_ OY_IAI_L DUZ WiNNIMUIVI 3 1 / Z. 1 1-10111", M114L) c:) <br />W1\V'1_ IM;HNi)\P;UMI 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO, I <br />c:) 0 <br />Ee_\R T!Hii AND FARTH FILL SUPPORTING SLABS ON GRADEIS <br />ASSUPMHEL) TC) HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />L�� FREE (DF ORGANIC MA ERIAL ANDCOHESIVESOILS. A, PJEX -C <br />F FHE FILL 12"LIFTS TO AT LEAS -I 95% OF MODIFIED <br />0 11.1f., P A 00 <br />MAXIN'IUM DRY DENSITY. IT IS THE OWNER'S OR <br />0N,, RL 1-,'ORS RESPONSIBILF'. Y TO CONFIRM THESE ASSUMPTIONS. I c:) <br />;F- CONTIR"41C TOR OR BUILDING OFFICIAL DETERMINES THAT THE 0-) <br />0" IS SUITABLE FOR10010 PSF BEARING CAPACITY. CONTACT <br />F.COR. ADDiTIONAL FOUNDATION \A`ORK MAY BE REQUIRED. <br />S,� G!_AcSS DOOR FRAMES MUST BE RECESSED INTO THE SLAB C14 <br />IN ACORDANCE WITH THE BUILDING CODE. CONSULT C14 <br />APCr!!,_-ECTI,jR/-(. PLANS FOR LOCATION OF SLIDING GLASS DOORS. cy) <br />Vj;%`,`)NRY STE <br />MWALL AND MONOLITHIC FOOTINGS ARE <br />lNT L ILL. t <br />, ERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWAL d <br />SECTIONS. <br />2,117 LONG #-4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL w <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON S <br />true desigti studios SHEET ST-21D. <br />z <br />0 <br />FOUNDATION KEYNOTES: DC1 C) 9000 REGENCY SQUARE BLVD. <br />< SUITE 100, JACKSONVILLE, FL 32211 ui <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 <br />8"x8''DEEEP THICKENED 12" DEEP FTG UNDER BOX c:)C) <br />A B <br />EDGE w! (1) #4 CONT COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN w <br />24`SQx20" DEEP FTG <br />"6SQx`2" DE,-'-P FTG D I _wj 1 (3) #4 Evil U) <br />11HOMON' <br />DEEP FTG 36"SOX920" DEEP FTG A "S 'A� <br />014, 1 A i N <br />wl 4 E-*,j'-,,! wi `4'#4 EW se L �k g a :N� g <br />no A <br />we 'a�s W <br />co ponc6e I j, <br />48 SQx24` DEEP FTG #5 VERTICAL DOWEL TYP il w <br />5 ) #4 W, T & B ; L H AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 < <br />1 1/2'.SLAB EXTENSION <br />AT Fi - iLL ROIUH U) <br />0 P E 10 <br />NI.NG WIDTH <br />z <br />w <br />(D <br />w <br />0-1 <br />C:) <br />c:) <br />0 <br />O <br />L0 z <br />I <br />b O <br />z F. LIJ <br />c/) <br />U) <br />w <br />m � <br />z LL <br />U) Z Uj <br />2;'0 VEN-1 <br />Tr) EXT U) <br />w <br />w <br />z 0 <br />> C) < <br />2"0 VENT w z <br />0 <br />TO EXT < Uj w <br />0 <br />_j LIJ 2 <br />F_ <br />LIJ T_ <br />I _j x <br />ILL T_ <br />LL <br />z T_ <br />WC-- I <br />o z <br />0 <br /><)I 0 <br />cif LLJ <br />0 <br />z <br />0 a- <br />C) U_ <br />Abbott Park Uj _j <br />0 <br />_j U) <br />Ll_ LOT 003-02-A 0 <br />< Uj <br />< <br />z z <br />Ca c/) <br />PROJECT NO: Uj <br />0 0 <br />j0 2020.001721 <br />U- <br />z DRAWN: 0 <br />KG <br />w CHKD: <br />EAF c/) <br />X <br />Uj LU <br />_j <br />X <br />< cf) <br />��''�`5� <br />I N L A tv/, U) <br />z <br />b8cdft4d 6k- <br />z Q <br />L4 <br />STATE OF .0 <br />w oo <br />oo U) <br />5 <br />< 8/ z <br />z <br />cf) < <br />D w <br />0 02-25-2020 fl-I <br />Lij <br />C) REVISIONS: LLI <br />DRY VENT TO CONNECT L.L_ No. Description <br />ABOVE THE CENTER LINE OF < ILLI <br />HE HORIZONTAL DRAIN PIPE U) <br />0 <br />SAN LSO j 0 <br />0 <br />z z <br />1/4`=1'-G' 'AHENPRINTED ON22%34" 3: 0 <br />L) 0 <br />L1j <br />F_ <br />X <br />LLJ ST=2 <br />MAM,ETAL CONN E70 R ENGINEERING <br />
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