Laserfiche WebLink
)ocuSign Envelope ID: AD473B36-AB4B-444A-8CA6-292EDOOEEF2 <br />I I I 1 11 1- 11 ­3111 ILL' 4 1 <br />1014 <br />70'-0" <br />3'-0" <br />VERIFY AC COND <br />C? LOCATION W/ <br />SITE PLAN <br />r — — — — — — — — — — — — — <br />--- — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — ----- <br />i c'! <br />c?4 5 <br />cy) I I -6" T-2.D J <br />T-2.D <br />0' <br />29'-6" 5-4'_� 14'-0" <br />� <br />4'-7 1/2" 4'-6" 2'- 1 1 Z-4 1/2" 20'-8 1/2" <br />01. 4' <br />A <br />UNDER DOOR <br />L------------I <br />is IS <br />60 <br />4 5 Q5 T <br />T-2.D <br />1 1/2"■ T-2 D <br />(D 4- <br />F_ <br />Z IS <br />0 IS % <br />_j <br />ISO <br />_5_'-4"_ 5 01, <br />0 <br />JOO OPT 6 <br />LIL T-2.D 4' <br />011 ;t L-A-1 <br />w <br />0 <br />w <br />NN ry <br />A T-2.D <br />X 11� IS <br />■ <br />.......... L — — — — — — — — — <br />I — - _;T <br />OPT 011 <br />16-11 <br />— — — <br />— — — — — — — — — — — —C141 <br />'Tj <br />1 0"4' <br />CIO <br />C91 <br />� rnl I _ �1 I � ' <br />co <br />T-2.D ml 14'-3" <br />B-] I H <br />— C)ll- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----I------------------- 7fiI <br />Sol IS 0 <br />4' 8'-0" 59'-10" <br />FOUNDATION PLAN <br />i, 4 - 1'4' WHEN PRINTED ON 22"x34" <br />' ) SIM 9" CURB <br />70'-0" <br />2020 V1.0 <br />r-EENERAL FOUNDATION NOTES- E <br />0 <br />t;C'.NCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND c:) <br />i1AVE fvl!NiMU.lv'i 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. c:) <br />,1-%R`-!AND EARTH FILL SUPPORTING SLABS ON GRADE IS C14 0 <br />E <br />0 <br />ASSUMED TO HAVE LO A MINIMUM BEARING CAPACITY OF 2,000 psf, AND 1� c <br />SH/1,1-L BE FREE OF ORGANIC MAI ERIAL AND COHESIVE SOILS. 11714 <br />APEX <br />PA CT THE FILL IN 12" LIFTS TOAT LEAST95% OF MODIFIED 00 (D <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 4 <br />RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. c:) <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0) la <br />SOli- IS NOT SUITABLE FOR 2.000 PSF BEARING CAPACITY, CONTACT E <br />Cc � ) I - Af)L DITIONAL FOUNDATION WORK MAY BE REQUIRED. SUIJING, GLA.`S DOOR FRAMES MUST BE RECESSED INTO THE SLAB C14 <br />IN ACCORDANCE �,NITH THE BUILDING CODE. CONSULT CV <br />ARCHIT'-C-TURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. ce) <br />NICNOUT HIC FOOTINGS ARE Wi,Si)Nk,��S 1-�l\TVVALL.ANIF _j <br />III E SEE SHEET ST-20,, FOR Al-TERNATE STEMWALL LL <br />R EC 0 Ml M r N !D B E ! N1 S T 1% L L E D AT AL. t d s <br />C,, AR S;EE "RF-ENTRANTCORNER DETAIL" ON <br />_j <br />true design studios <br />> <br />z <br />9000 REGENCY SQUARE BLVD. <br />FOUNDATION KEYNOTES: Dici 0 c: <br />SUITE 100, JACKSONVILLE, FL 32211 cn <br />,T_APPL!CAEBLEONLY "AtHERF SPECIFIED ON PLAN 0 <br />c:) <br />3 6 i E E P T IiCKENEDD 2" DEEP FTG UNDER BOX c:) <br />EDCjEE %ui t 1) #4 CONT BCOLUMN. FTG TO BE (n <br />PROJECTED MIN 6" AS SHOWN LLI <br />w1k <br />24"SQx20" DEEP FTG <br />DEEP FTG D <br />I W/ (13', #4 EW <br />URHOMON <br />0 <br />3 f,,` 0,' 11E E P FTG 36"SQx20" DEEP FTG > <br />F <br />wil (4� #4 EW _j <br />#5 VERTICAL DOWEL TYP <br />48:'SQx24" DEEP FTG LU <br />w/ (b) #4 EIPJ. T&B . H AS SHOWN, SEE MASONRY <br />< <br />NOTES ON ST-1 <br />I =,B 1-,.TENSION <br />A T U L L R 0 i J i i <br />0 <br />z <br />w <br />(D <br />w <br />0� <br />C) <br />c:) <br />0 <br />-*NOTE TO CONTRACTOR" a) <br />OR HORTON DOES NOT ALLOW RBERMESH AS AN <br />7 ' E-F\1N/,,T;VETOWvVFA-S SPECIFIED IN THIS PLAN SET LO <br />O a U) <br />BOP,n,-C'ARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />()R__3ANISMTREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT U) <br />MANUFACTURER AND DR HORTON. w <br />LU <br />z <br />F15 Z LU <br />0 <br />00 W 0 c/) <br />Of <br />LLJ <br />w <br />z < 0 <br />W <br />> < 0 <br />< LU LL1 <br />0 0_j 5 <br />LLI <br />x <br />d. W <br />oj <br />LL LL <br />z T_ <br />o z <br />0 <br />< 0 <br />w w <br />0 I-_ <br />0- z <br />0 <br />121� 0-1 CL <br />LL <br />w <br />Abbott Park o <br />0 <br />_j <br />U_ LOT 013-02 <br />< Uj <br />< <br />z z <br />(0 <br />A (D PROJECT NO: w <br />_44c, V010 0 0 <br />_j 2020.005371 <br />0 LL <br />z DRAWN: <br />DO 01 <br />L) C) <br />w LO <br />CHKD: <br />EAF U) <br />x <br />Uj <br />< < <br />x <br />< % <br />,IIN LA/Vj <br />> <br />z <br />bocuS66kd bt; <br />C�N T0 85.1,66 <br />ILLI <br />Z < <br />< <br />4 T <br />�F435... U) 798AC-7 <br />w -0." <br />(D <br />0 R X z <br />< <br />z <br />:D <br />07-08-2020 <br />_10 w <br />N <br />REVISIONS: U) <br />< No. Description Date <br />w <br />SANITARY0-ISOMETRIC 1 0 <br />0 z <br />Z I <br />m 0 <br />0 <br />LLI <br />F_ <br />x <br />LILI ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING <br />