8015 Wheat Stone Dr - Laserfiche WebLink

Browse Search

2019 V3.0 GENERAL FOUNDATION NOTES: 65'-0" -- 9'-01, 56-0" 1'-4" T-8" VERIFY AC COND LOCATION W/ SITE PLAN i `r ■■-------- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - i B--J ('J CV I I ST-2D �I 7 /".......... 1-- -- ------ I ■ NI I I rl ST-2D t - CVI I .4" I ''� `t Y : i 1 1/2"— ■ ST 2D OPT I 00 SLIP 1025 r----------� bo {A] I w� I SLF �A I I� I \ 31�" of 21_8 1, r � I 2'-8 1/2" - - 14'-0 1/2" -- -... ..... .... - ' OPT ST-2D T- ' _._.--------------- - - - --� [_.... _..._._.... ....... ■ ■ ■ I I FT - ■ ■ ■ -------7 a W_ _ ----- - I I I I I i I 4 5 _- I I ST-21D ST-21D --_T -) ao ■ I _ 6-1 1/2" _ 4'-6" - - - 11'-8" I 4 I ( �------ �_ __ I ------ I ST-2D I I I ... J _ I _ ! I I .4„ ■ I I I_ N 1 l I - - I ST-2D I I I SLP L..A._.f I I UNDER DOOR I 24'-5 1/2" I 5'-0 1/2" I T-6" 2'4" 20'-8" I I I I I ST-211) `_�I I 4 0 I I - - - I ST-2D 5 - ST- ST 6 `•` I VERIFY AC COND LOCATION W/ SITE PLAN FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" I . L J I ■ SIM 9" CURB 5 ST-2D •1 m 65'-0" 2'-8" I. 2'-4" I 0 • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS CV U? ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. r- COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR _: CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O 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 j IN ACCORDANCE WITH THE BUILDING CODE. CONSULT Cy ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. > • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE -� INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL U_ SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D. APEX tds true design studios Z O c� FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ¢ SUITE 100, JACKSONVILLE, FL 32211 ".... 8"x8" DEEP THICKENED ❑B 12" DEEP FTG UNDER BOX O T_ I_J EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W C 16"SQx12" DEEP FTG ID 1..._-... 24"SQx20" DEEP FTG w/ (3) #4 EW (/J -30"SQx20" DEEP FTG Z 36"SQx20" DEEP FTG j w/ (4) #4 EW w/ (4) #4 EW J m Gl ' �l AS SHOWN, SEE MASONRYof w S #4 EWEEP T&BFTG NOTES ON ST-1 j� 1 1/2" SLAB EXTENSION a LL� 11 AT FULL ROUGH U) OPENING WIDTH r 2"0 VENT TO EXT \ I I I I I ,A 1^ A I SAN ISO - LH Z W 0 W O O O O ti u7 ti Z U) W U) m Of W Z Z W 2"0 VENT CK TO EXT �� O J LL I I O I Q I O d O O LL U Z C7 0 z U W X W m W O LLI 0 __ I- U LL Vll 1 V L_I'd I I V VVIV IYLV 1 ABOVE THE CENTER LINE OF U THE HORIZONTAL DRAIN PIPE 0 J Z 2 W X W 0- 1 -6 (D z Q U) i.JJJJJ. W W W ow < 0 M > Q W ¢_ W W J W LJ� ~ )- UX _ z O W Ir Z El LL LU Abbott Park vi LOT 001-03-A 0 CD C? PROJECT NO: LU 2019.007601 0 U_ ............. _ 0 DRAWN: C RD ..-._. --- 0 _.. _............... .......... .........._.0 CHKD: EAF W J ,, � •VE •'�Z : 4/ O •••••••• 09/25/2019 W REVISIONS: LU S No. Description Date ...............------.._.. _._.... .. W f J U 07 IZ ST=2 W N CMU/METAL CONNECTOR ENGINEERING