Laserfiche WebLink
)ocuSign Envelope ID: 7DEF34D5-18DC-4FAO-A20A-5D4BOCC5DB12 <br />0 <br />cM <br />rill r <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />3'-0" 1'-0' <br />el '4' Pe 8'-0" <br />■ ■ ■of%I ■ N ■ ■ ■ - 11 ■ ■ <br />- - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - <br />- - - <br />N ■ <br />H - - 14'-3" <br />- - -4'-3" - --- - - <br />I-- I- <br />■ I de <br />T-2.D I MI <br />-I <br />I M I _ � I ■ <br />I I <br />1 I col 1 <br />1 0„ I I T-2.D 1 <br />■I I � I I I <br />—I — — — — — — — — 16-11"— — — — — — — — — � 2 -6' I 011 QI I <br />■ 1 — 011 <br />6 OPT I of I ■ <br />"' NI --------- -- ---_j <br />T T-2.D I <br />I I(D I I 1 10 ■ ■- <br />I r Z I I T-2.D —I— -- -4 I <br />I �- I�� I I <br />I A <br />1I�OO I I I q <br />1 00 <br />4 1 I�I I I OPT T2D 1 - 5-4 r - 5 0, <br />w r• I �'_ <br />g I I <br />F_ J -- <br />I I---------- ■ ■4T■ <br />-- <br />I I ■ <br />4 5 1■ <br />I — ■ I 1 _ .... I I T-2.D T-2.D <br />: <br />q! <br />I _ _ N <br />■ ■ ■ I I 3; — � — 4 aDi <br />I J A t <br />I <br />...... ...... ...... UNDER DOOR <br />I � <br />■ I I I T-2.D � <br />1 /2" <br />1 4'-71/2" -4'-6"-�2'-1"�k11'-5" I -41/2" 20'-81/2" <br />-----,k---,-------------- <br />I_ 1 <br />I T-2.D <br />I I 4 — --- <br />I T-2.D — <br />29'-6" <br />4" <br />I <br />I� <br />■ <br />F <br />■I <br />E <br />T-2.D <br />1 � o <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />59'-101, <br />_ �5,-0� 14'-0" 1 <br />— 0� , — — <br />I <br />--�- L----------- - - - --j <br />2 D/ SIM 9" CURB <br />70' <br />hil <br />4 ^ 5 <br />T-2.D T-2.1) ■ <br />— — — — — — — — — — — — — — — — — — — — - I■ <br />:,c— I <br />VERIFY AC COND <br />q LOCATION W/ <br />SITE PLAN <br />i T-0" Ole <br />00 <br />04 <br />I <br />GENERAL FOUNDATION NOTES: <br />E <br />0 <br />e CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />O <br />cy <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />O <br />p <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE <br />O <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />APEX <br />C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />j <br />U <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />pp <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />Cp <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />N <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />I <br />ca <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />� <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />M <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />LL <br />t S <br />, <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />J <br />SHEET ST-21D. <br />:zl- <br />true design studios <br />z <br />O <br />— -- U <br />Y <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />ch <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p <br />(� <br />D <br />[B� <br />12" DEEP FTG UNDER BOX <br />p0 <br />-i3 <br />EDGE w/ (1) #41CONT <br />COLUMN, FTG TO BE <br />W <br />PROJECTED MIN 6" AS SHOWN <br />w <br />c <br />[C <br />16"SQx12" DEEP FTG <br />D <br />� <br />24"SQx20" DEEP FTG <br />F- <br />® N <br />DesHOMON <br />w/ (3) #4 EW <br />U) <br />a) <br />E <br />30"SQx20" DEEP FTG <br />F <br />� <br />36"SQx20" DEEP FTG <br />e <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />co <br />`� <br />48"SQx24" DEEP FTG <br />� <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />w/ (5) #4 EW, T&B <br />I ''- I <br />w <br />NOTES ON ST-1 <br />I ' 1 <br />' <br />1 1/2" SLAB EXTENSION <br />J <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />� <br />N <br />z <br />w <br />w <br />w <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR'*' <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET u-) <br />ti <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z a v, <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT LU <br />MANUFACTURER AND DR HORTON. � W W <br />- - w w <br />z J z LU <br />ULI O c� <br />w <br />w Q <br />w Z_ < O <br />U' > Q Q <br />w LU w <br />1 Lu 2 <br />0 LLJ L1J <br />LL x <br />z QO z <br />i= 0 <br />w <br />O <br />Z <br />O a. <br />U w <br />Q w <br />ABBOTT PARK Q <br />0 <br />U_ LOT 022-01 0 <br />Q w <br />U Z <br />Z O <br />U) <br />�G 1 A�� O PROJECT NO: w <br />N'1\ 1 2021.006621 0 <br />O <br />Z DRAWN'. � <br />�N U KME o <br />51� / C-- U) <br />HKD <br />x JMP <br />w w <br />Q <br />p PJ Q U <br />3� �. (IN LqN �, cA <br />TO <br />No 85166 <br />r <br />z *• '* r <br />r <br />Do*Siyned by: 0 <br />Q r 1f;3F4671DACDEF43:. <br />r?1r E O Fw O •• <br />3 Q ,�, FS OR I 0 •. Gam`.` _z <br />1 � cA �rrrrr�►���� <br />-50 �� O 05-17-2021 0 <br />U REVISIONS: w <br />-- - - _ <br />Q No. Description Date ~ <br />w <br />Q <br />SANITARY ISOMETRIC <br />o z <br />z -- O <br />ST=2 <br />= 0 <br />U <br />w <br />x <br />w <br />n_ <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />