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)ocuSign Envelope ID: 8B4D9CDD-19B3-4FOE-B3A9-573814FO9B29 <br />GENERAL FOUNDATION NOTES: <br />■I <br />0 <br />bo 1 <br />I <br />65'-0" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />I <br />■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />CD <br />BJ I 1 iv I <br />„ I 11 ST-21D � I 7 ,j - _ , ..... .. - --17'-10" - - - - - - - - - I ■ <br />_ I <br />I <br />1 Q I <br />NI <br />r I <br />■ I I ST-2D OPT <br />I ---- 10-11/2"---- 8'-4 I ■ <br />I I�ry- I <br />I ISO I <br />I �o --------� <br />I 00 oil r <br />LL <br />COCO <br />' J I g oil - 11 A <br />I w v c7 <br />LI 3,41, 2,-8" 1 <br />I <br />I I 2'-8 1 /2' 14'-0 1/2 I OPT(4�_ <br />—Fj <br />J--------I-----------J <br />■ ■ ■ I I IT — ■ ■ ■ <br />........... . <br />r-------: i..�: L ----- i - <br />... :... I I I 1 <br />I I <br />1 -4 1/4 ._. . ,...., ..; I i ST-2D T-2D <br />S <br />-r o0NN <br />■ I _ 5'-1 1/2" - _ -4=6 - - _ - - - 11'-8" I q <br />I I -I I I ST-2D <br />I m — <br />I a <br />I <br />I <br />1 <br />I I u <br />24'-5 1/2" I 5'-0 1/2" I T-6" 1 2-4- 20'-8" UNDER DOOR <br />I I I I <br />I 4 _ I I 411 <br />Oil ST-2D �I {�-_ - - I - 4 4 T <br />I {� I I ST-2D <br />- - - - - I I 5 <br />■ I 1 E I I I ST-21) <br />H ST-2D ,...._..... o <br />1 a r <'7 <br />J L J - ■ <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />SIM 9" CURB 5 <br />ST-2D <br />65'-0" <br />2'-8" L 2'-4" <br />-- 9 <br />C* <br />co <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 />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />LO <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 />04 <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />C <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />: <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />W <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <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 />M <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />-J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />LL <br />SECTIONS. <br />LLI <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. 15; <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />L"J <br />EDGE w/E1THICKENED <br />) #4C0 T <br />12" DEEP FTG UNDER <br />COLUMN, FTG TO BE BOX <br />C) <br />PROJECTED MIN 6" AS SHOWN <br />w <br />16"SQx12" DEEP FTG <br />❑p <br />24"SQx41 2 EDEEP FTG <br />5 <br />w/ # <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />G <br />I <br />FTG <br />(H, <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w// (5) #4 EW, T&B <br />Q <br />NOTES ON ST-1 <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />V) <br />OPENING WIDTH <br />1!*_ <br />z <br />w <br />(D <br />w <br />***NOTE TO CONTRACTOR— <br />� <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />O <br />ALTERNATIVE TO VWVF AS SPECIFIED IN THIS PLAN SET <br />0 <br />rn <br />I <br />f` <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />qq <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />ti <br />MANUFACTURER AND DR HORTON. <br />_ — -- - - _ <br />O <br />2"0 VENT <br />TO EXT <br />I <br />I <br />I <br />i <br />IAIt, A I <br />SAN ISO <br />w <br />Z) <br />m <br />W <br />w <br />0 <br />W <br />0 <br />2"0 VENT <br />TO EXT <br />J <br />LL <br />I <br />z <br />I O <br />I <br />I O <br />C- <br />O <br />0 <br />LL <br />Z <br />0 <br />z <br />0 <br />w <br />X <br />w <br />C- <br />¢ <br />m <br />w <br />O <br />U) <br />O <br />H <br />U <br />LL <br />ABOVE THE CENTER LINE OF 0 <br />THE HORIZONTAL DRAIN PIPE 0 <br />J <br />O <br />z <br />W <br />I- <br />X <br />w <br />C- <br />APEX <br />tds <br />�lr� <br />Q! <br />-C <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />r-A <br />o <br />� W <br />LL Z � <br />O W <br />V ~� <br />Q 0 <br />Q Q <br />m W W � <br />J w <br />V W �w <br />x <br />LL <br />az <br />0 <br />w <br />F— <br />w <br />a <br />w <br />Abbott Park J <br />U <br />LOT 010-01 w <br />Q <br />z <br />PROJECT NO: Ljj <br />2021.003453 0 <br />LIL <br />DRAWN: O <br />LDG o <br />CHKD: <br />MJP C/) <br />w <br />J <br />0 <br />JSj M LAN; <br />�• �• CEIVs••.'9 �i,, Z <br />* N60a ned PA <br />0 <br />" • 441 . <br />.40 <br />u� <br />F4:9.. <br />03-19-2021 Q <br />w <br />REVISIONS: <br />No. Description Date I' <br />w <br />J <br />U <br />U) <br />f- <br />O <br />z <br />O <br />0 <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING <br />