Laserfiche WebLink
� ■LVS1!LLr+!Iwrwm-r�rr.-yi�ln _Ir11F 1 I.d -N II.rL ,.I. <br />�ocuSign Envelope ID: A095C3AF-AO7D-4010-AA89-CO747822CO66 <br />- - -- <br />■ ■ — — — — — — — • — — — ■ N ■ — <br />O I YI <br />M I 04 C <br />�C <br />1 s` M <br />T-0" '-0' I 1 <br />T-2.D <br />VERIFY AC COND ■ I 29,-6„ <br />LOCATION W/ <br />ITE PLAN <br />70'-0" <br />5 D/ SIM 9" CURB <br />— I ■ IN IN <br />I � �-61_ <br />14'-0" <br />r 01. I <br />3'-O" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />11 IN w ' ■ ■ <br />--- - - - - -- - --- <br />------- - - - --, <br />1 ■ c <br />4 5 I — <br />T-2.D _ T-2.D <br />I 4 � _ _ J <br />T4_2.DI <br />I 1 I <br />T-2.D 4W 1 /2" 4'-6" 2'-1 " - - - - - 1 V-5" . -._ 2'-4 1 /2" 9 1 /2" 20'-8 1 /2" <br />J. <br />I I I I I <br />■ I I — - — r T-2.D <br />�-4� <br />I I UNDER DOOR <br />L— — — — — — — — — — — I ; i:............... I 4 <br />IN ■ ■ I I I I -i T-2.D - <br />0 <br />bo <br />4 5 <br />T-2.D <br />-1 <br />r-I <br />1 00 I 6 I _� 64" „ 5'-0" <br />100 I OPT J. <br />T-2.D <br />I 1�U) I I o <br />I Iwg I I I � A I <br />vO d <br />1 I I� 1 1 -I— -- --- I - <br />I� � I T-2.D I ■ ■ � ■ <br />I 1 <br />L — - - - - - - - - - - - - - <br />C ■ <br />OPT I 011 01. <br />I I <br />■ I T-2.D <br />■ I 16-11 ° 2'-6" = <br />I�------------------,/- <br />`L B -I - - I <br />■ I .......;I <br />Fj ... _ N1 1 <br />I � 1 off <br />41 <br />I I _ --� I■ <br />_ 1 <br />1 I °°1 I <br />I I N I I N� I■ <br />rn <br />1 <br />■I <br />1 1 T-2.D I -J- -----14'-3" rB <br />H— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 — — — — — — — — — — — — — — — — — — — — — — — :.,=' �r- — — — — — — — -- — — — — — <br />A'-4" L $'-0" � - - � 59'-10" � 0' <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />0 <br />io <br />0. <br />It <br />ih <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />u7 <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />4 <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />`4 <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />co <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />_LL.INTERCHANGEABLE. <br />SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />L j <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 />-1 <br />SHEET ST-2D. <br />Z <br />O <br />U) <br />Y <br />FOUNDATION KEYNOTES: DC1 UR <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />FTG BOX <br />p <br />LAI <br />EDGEDEEP w/ (1) #4 CONTED <br />L 1 <br />COLDEEP <br />UMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />U-1 <br />C I <br />16"SQx12" DEEP FTG <br />D <br />24"SQx20" DEEP FTG <br />U) <br />i <br />l <br />L <br />w/ (3) #4 EW <br />E <br />30"SQx20" DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />6 <br />-J <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />-I <br />m <br />- <br />48"SQx24" DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />w/ (5) #4 EW, T&B <br />w <br />NOTES ON ST-1 <br />Q <br />' l <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />7 714A, <br />I <br />Z <br />W <br />(D <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 LO <br />r-, <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />�f <br />LLI <br />Z <br />in <br />w <br />W <br />U' <br />w <br />Q <br />w <br />O <br />U- <br />Z <br />O <br />CL <br />O <br />Q <br />O <br />LL <br />Q <br />Z <br />0 <br />w^ O <br />J <br />Z <br />U <br />LU <br />X <br />W <br />IL <br />X <br />m <br />0 <br />LLI <br />Uj <br />Z) <br />O <br />i= <br />,OP& <br />LL <br />U) <br />C� <br />SANITARY ISOMETRIC ° J <br />Z <br />U <br />w <br />I— <br />X <br />W <br />a <br />tds <br />�lll� ~' <br />.Q <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />N <br />tm <br />0000, Q <br />wLJJ <br />Q <br />0 <br />W <br />LLl <br />ti <br />x <br />X <br />Q <br />z <br />O <br />0 <br />f- <br />LL <br />LL <br />W <br />ABBOTT PARK Q <br />U <br />LOT 016-03 0 <br />Q <br />(D <br />PROJECT NO: <br />LLI <br />0 <br />2021.006618 <br />U_ <br />- - --- - <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />MJP <br />W <br />J <br />U <br />it,# <br />LA <br />5 (1N N/ ��,� <br />U) <br />��.� <br />•• F i <br />,........... <br />�.•�.�C•ENSF•.9 <br />Z <br />�•`` <br />No 85166 <br />Di uSigned by: <br />� <br />� <br />nn r <br />77 DkCFEF43�?. <br />1 <br />U)��c// <br />01jj <br />�0 N Al E%00% <br />05-18-2021 <br />LU <br />REVISIONS: <br />No. <br />Description <br />Date <br />~ <br />--- <br />- - - --- <br />LIJ <br />U <br />07 <br />I_ <br />O <br />Z <br />O <br />0 <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING <br />