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■ 2019 V3.0 It 4 ,-4„ 8'-0„ 70'-0" 701 I _ ------- -- 1 . ... ■ -------------- I L - -----------4-,..:�-..:_..::::_::.,..._.� -I-- ------------I -- I ----- I i-N j- o�--------------� I ■ g H I I i 't '. 14'-3„ - - - - .......::............ .. ...:: .... .... .... .._ ......... ■ I T-2.D I NI 1 1 c) I MI _ I I ......: I I CQ SLP I r ■ 1 ....... .......................................... I ...... ........ B - I-- - - - - - ------------ 2-6 I �I ■ I 6 �T pi, 1 I ■ Fj - _ OPT T-2.D NI 1 J 1 - - 1 q 1Z I 1 1 I■ ■ ■_ -- 1 I SLP - I 10 o I I 6 I �� q 1 I U_ CO)i I I OPT T-2.D 5141 IWC9 til I I I I I I� I 1----------J -- I� rt-- -� I 1 1/2I I ' I I i 1 I I■ ' 4 5 1■ I -_■ I 1 I I I ......... :: _; I I I T-2.D T-2.D I r..........., , T-2.zo ■ ■ ■ I I I I !..........� 4 - -� - SLP 4., I II 1 I 11 J q _ _ \ UNDER DOOR I - i I I I I 1/2" ED _ 4W 1 /2" _ --4'-600- *2'_1 "4 _ _ _ _ _ _ 11'-5" _ _ _ _ _ i 2'4 1 /2" 20'-8 1 /2" I 1Jf I T-2.D I I I 4 T-2.D 14 ■ 29'-0" I T-2.D €:..... 4 I I C'4 I L— — — — — — — — — — — — — — — — — — — — — — — — — FOUNDATION PLAN 1/4" =1'-0" WHEN PRINTED ON 22"04" .A% � I I - - I - - - - - - - - - - - - - - - 5 _ I SIM 9" CURB 70'-0" ■ 5 T- 2.D I ■ p— — — — — — — — — — — — - ■ GENERAL FOUNDATION NOTES: CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. MASONRY STEMWAL,L AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE, SEE SHEET ST-21) FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-20. a U O O O CNIAPEX0 O lx� Mom., LJL- L LLt S J J � true design studios > Z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p ❑8"x8" A DEEP THICKENED 12" DEEP FTG UNDER BOX Op 'a EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN w C❑ 16"SQx12" DEEP FTG 24"SQx20" DEEP FTG N 1IN090N w/ (3) #4 EW 4) 30"SQx20" DEEP FTG El 36"SQx20" DEEP FTG > bow& w/ (4) #4 EW w/ (4) #4 EW m a 48 SQx24 DEEP FTG FH #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY w w/ (5) #4 EW, T&B w NOTES ON ST-1 1 1/2" SLAB EXTENSION-11 a AT FULL ROUGH cn OPENING WIDTH } Z w U' w O O O rn ti LO ti Z co CD � W w J Z w W O LU Q _z Q O (9 ,� Q Q w W w -2 W W W J X z aZ Z O O U w a z O a U LL ABBOT PARK -' O U Q LOT 004-07 A w t- Z Z Ilk ��O PROJECT NO: IJJ O 2019.007592 0 Z DRAWN: O 3: SPBJ o CHKD: LO x EAF UJ a. Q Q ♦♦�� g'C INTEE �N•,u) ♦ �•'� �i 0 ,•••tooZ NLLJ ZO L1j:S:•� I-- W CD U REVISIONS: LU U_ m Q No. Description Date w (n J Q >- U C� CD SANITARY ISOMETRIC J 1 0 Z Z U 10 0 w i- x w ST=2 a CMUIMETAL CONNECTOR ENGINEERINGa