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DocuSign Envelope ID: 3E8A6C11-0970-45B9-8A15-068DD22C82C1 <br />V1. <br />GENERAL FOUNDATION NOTES: <br />r` <br />Cl) <br />M = <br />N <br />I � <br />Ile 3'-0" '4I 1 <br />T-2.D <br />VERIFY AC COND ■ 1 <br />LOCATION W/ 29-6 <br />SITE PLAN I I <br />70'-0" <br />2 D/ SIM 9" CURB <br />■ ■ ■ <br />-6" <br />I <br />I, 6-0" 14'-0 <br />0" <br />3'-0" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />I <br />- - - - - - - - - ■ ' ■ ■ <br />■ N <br />4 5 I ■ <br />T-2.101 <br />I I T-2.D <br />9 1/2" <br />--- 20'-8 1/2"2'-4 1/2"4'-7 1/2" 2-1-- - - <br />■ I I — - —1- T-2.D \ <br />I <br />r...... ...... .... . _ __ ..... ...... ............_, <br />I <br />I I UNDER DOOR <br />L - - - - - - - - - - — I I I 4 <br />■ ■ ■ 1 I � T-2.D - <br />I o <br />rx <br />I 1 1 I I 60 � <br />4 5 <br />T-2.D <br />C9 �- --J <br />IZ <br />■IF, — — <br />■ v ■ <br />I 1 O U) p �I I I {� 5 4„ <br />I 6 <br />I 100 I I OPT T-2.D <br />I 1�� I o A <br />I IUD I "v 1 <br />I 1� I 1 I I <br />I��--{� I � � I T-2.D -I � - — ■ - ■ <br />'4' I, 8'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />59'-1 <br />M <br />/rS <br />• <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />p <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />• <br />EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <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 />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />p <br />• <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 />• <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 />cM <br />• <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />I.L. <br />SECTIONS. <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-2D. <br />5; <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—� <br />Q� <br />8"x8" DEEP THICKENED I I 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />Op <br />l� <br />EDGE w/ (1) #4 CONT L� <br />PROJECTED MIN 6" AS SHOWN <br />W <br />H <br />C� <br />16"SQx12" DEEP FTG D 1 24"SQx20" DEEP FTG <br />I <br />U) <br />w/ (3) #4 EW <br />L <br />30"SQx20" DEEP FTG C I 36"SQx20" DEEP FTG <br />I� <br />6 <br />w/ (4) #4 EW w/ (4) #4 EW <br />-1 <br />G <br />48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP <br />u AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <br />W <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />1 <br />W <br />(9 <br />W <br />IY <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 <br />O <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />U) <br />MANUFACTURER AND DR HORTON. <br />U) <br />W <br />Z <br />00 <br />W <br />W <br />W <br />Z <br />Z <br />W <br />Q <br />x <br />O <br />U_ <br />Z <br />O <br />a <br />O <br />Q <br />O <br />LL- <br />Q <br />Z <br />O <br />J <br />Z <br />U <br />W <br />I— <br />x <br />W <br />a. <br />Q <br />m <br />W <br />O <br />Q <br />O <br />r <br />F_ <br />,Opp' U <br />LL <br />U) <br />0 <br />SANITARY ISOMETRIC - RH ° <br />J <br />Z <br />U <br />W <br />H <br />x <br />W <br />a <br />APEX <br />tds <br />Q <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />>010not considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />�n any electronic copy' �/ I <br />W W <br />J <br />Z � W <br />LLI O cn <br />0 � <br />Q <br />O <br />/ <br />LU <br />Q <br />0 <br />W <br />W <br />� <br />W <br />� <br />ti <br />x <br />Q <br />L <br />O <br />W <br />Z <br />W <br />LL <br />W <br />Abbott Park Q <br />U <br />LOT 027-02 W <br />H <br />Z <br />(9 <br />(n <br />PROJECT NO: W <br />2021.009236 0 <br />LL <br />O DRAWN: -- <br />JAR <br />O <br />CHKD: Lr) <br />MJP 'n <br />n <br />L J <br />,``�tttu U)%� �c,\ IcN LAN <br />SF (A <br />10 <br />*+ No 8 16� *: S <br />Docu Igne by: • <br />� + 1 <br />i 1 D&FEF43j. 4/ <br />i <br />i <br />411510 N A� E <br />08-03-2021 0 <br />W <br />REVISIONS: UJ <br />No. Description -Date - <br />w <br />J <br />Z <br />O <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />