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DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 <br />Y; <br />C) <br />N <br />0 <br />0 <br />r----� <br />I I <br />I I <br />I I <br />L - - - J <br />ALTERNATIVE <br />AC COND <br />LOCATION <br />-11" <br />5'-5" <br />SIM 9" CURB <br />65'-0" <br />1' <br />I I T-2.D -4-- -4" L-"� I <br />I I I <br />I I I <br />I 8 <br />■ i I OPT T-2.D -t <br />1 V-4" <br />6'-1" <br />■ i ■ ■ ■ <br />�" NI I <br />p ---- I---------------1 ■ <br />I �I I I ■ <br />4 <br />L----------- �I I �T-2.D 5IN■ I IT-2.D <br />■ I I <br />I <br />iZ I I <br />I Io I I <br />Ij0 I I <br />I00 <br />w <br />.. <br />U U <br />LLI i <br />■ N <br />I <br />— - 6 OPT I I <br />T-2.D <br />-------13'-8_ - <br />--- 2.7„ I 17'-0"-------- --� <br />-I --�k - ---- ----- -- I <br />I I �I � I 5 <br />I 1 0l _ _ In <br />T-2.D of I T-2.D <br />t v� <br />UNDER DOOR <br />I ■I <br />(2) TOTAL I �nm <br />J <br />�----------------- '— <br />■-------- 1 ■ V --- --I ■ , ■ ■ <br />I I <br />8'4" 35'-0" 21' 8" <br />65'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />a <br />o <br />N <br />CV <br />N <br />GENERAL FOUNDATION NOTES: o' <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND ti <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. p <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND z APEX <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. Cn -C <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED U) <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR W <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. z N <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE (n { <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT Z) <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. m <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT W `, <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. W <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE z Q <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE U, -C <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL W <br />t S <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />SHEET ST-2D. 0 true design studios <br />w <br />O SUITE 100 JACKSONVILLE FL 32211 C <br />J 9000 REGENCY SQUARE BLVD. 4) <br />FOUNDATION KEYNOTES: DC1 W � � �, <br />Cn <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O 904.821.5200 <br />U8"x8" DEEP THICKENED ((�� 12" DEEP FTG UNDER BOX H <br />EDGE w/ (1) #4 CONT U COLUMN, FTG TO BE I <br />PROJECTED MIN 6" AS SHOWN p <br />� 24"SQx20" DEEP FTG a <br />16"SQx12" DEEP FTG L"J w/ (3) #4 EW 0 11HOMON <br />U! <br />n 30"SQx20" DEEP FTG n 36"SQx20" DEEP FTG Q � <br />L` 1 w/ (4) #4 EW l ' J w/ (4) #4 EW p_ <br />#5 VERTICAL DOWEL TYP <br />❑48 SQx24 DEEP FTG O ` <br />G w/ (5) #4 EW, T&B a AS SHOWN, SEE MASONRY J <br />NOTES ON ST-1 ILy 4- <br />4-. <br />Q � <br />z_ <br />C� <br />O <br />J <br />F"0 VENT Z This item has been electronically <br />2 ROOF signed and sealed by Justin M Lanier, <br />TO U PE on the date and/or time stamp <br />shown using a digital signature. <br />W Printed copies of this document are <br />1— not considered signed and sealed <br />X nd the signature must be verified <br />ILL! y a 3rd Party Certificate Authority <br />2"0 VENT I Q n any electronic copy ' w <br />TO ROOF I a Uj <br />W <br />I I B-1 m (� <br />I I DRY VENT TO CONNECT 0 <br />I ` ABOVE THE CENTER LINE OF 2"0 VENT W O <br />THE HORIZONTAL DRAIN PIPE TO ROOF V z <br />L-1 I WC-1--- <br />I 3: 111- <br />2"0 VENT I 0 <br />TO ROOF I W <br />L-1 -S-1 I I Q / O <br />\ <br />z LLI <br />3"0 I I O j LU <br />I I <br />F- LIJ �/ Q <br />I I <br />L11_<-2"0 WC-1 I I U I..L <br />LLLLI <br />DRY VENT TO CONNECT B-1 ILL. <br />�_ <br />ABOVE THE CENTER LINE OF <br />3"0 THE HORIZONTAL DRAIN PIPE _ I U X <br />L-1 > <br />1 1 /4"0 AAV WC-1 O z <br />o KS-10 <br />- 2„0 <br />z W <br />DW-1 = ~ <br />U z <br />3' � Abbott Park W <br />2"0 VENT LLUU - _-- W <br />TO ROOF Q LOT 002-04-1 C W <br />J <br />I U <br />I � <br />LLI <br />I � <br />PROJECT NO: 1-- <br />— 2021.014969 z <br />W-1 DRAWN: CD W <br />2"0 CHKD: LL <br />3" 0- MJP p <br />3"0----- o <br />ISOMETRIC VIEW - LH LO <br />I iN• LA/V,�9 W <br />`� • ENS�.• ., Q <br />U <br />* ; N Bo u igned by; f� <br />z <br />i O• . 3F4671 DqF� D • <br />,n P • .. <br />12-29-2021 C7 <br />z <br />REVISIONS: <br />No. Description Date <br />W <br />- - W <br />W <br />J <br />Q <br />-- U <br />H <br />O <br />ST=2 <br />z <br />O <br />CMUIMETAL CONNECTOR ENGINEERING <br />