Laserfiche WebLink
DocuSign Envelope ID: CA5AOA48-8C44-45D1-8729-7E26850OF5B9 <br />A <br />O <br />M <br />01 <br />1'-4" 8'4" <br />VERIFY AC COND <br />LOCATION W/ �} <br />SITE PLAN <br />T-0" Y <br />70'-0" <br />59'-10" <br />� I <br />Imo <br />I L00 <br />L <br />I cn I OPT T 2.D 64„ 5' 0 <br />y <br />I \,, I U g i� l I I T <br />cD <br />W■-- ■ "v ■ <br />II I — — — — — — — — — - — - - <br />II <br />I I I I I■ <br />1 1/2" I I 4 5 I■ <br />— ■ I 1 I T-2.D T-2.D ;., <br />I o <br />■ ■ ■ I I 4 � <br />r _ - — I T-2.D <br />I011 I 4" <br />_ . . . .. UNDER DOOR <br />I � <br />4 <br />■ i i — - — i T-2.D \ <br />9 1/2" <br />I <br />,e 4'-7 1/2" _ 4'-6" *2'_1 " _ _ _ _ _ _ 11'-5" _ I 2'-4 1/2" 20'-8 1/2" <br />----- ---- ---- <br />I_ 1 <br />I T-2.D I <br />4-- - --- <br />T-2.D <br />I <br />29'-6" 5'-0" 14'4" I <br />■ <br />FOUNDATION PLAN <br />1/4" = 1'4' WHEN PRINTED ON 22"04" <br />I 0" <br />I. II II <br />— ` — — — — — — — — — — — — — — — J <br />2 D/ SIM 9" CURB <br />70'-0" <br />_ 4 ^ 5 <br />T-2.D T-2.D I ■ <br />I■ <br />- — — — — — — — — — — — — — — — — — — — — — — — — J <br />.. ■ jo i ■ ■ <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />v <br />N1 OFv <br />2020 V1.1 <br />GENERAL FOUNDATION NOTES: <br />• <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 UNO. <br />O <br />• <br />EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />u? <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 />pp <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />Op <br />• <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />Cn <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 />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />co <br />• <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />JLL.INTERCHANGEABLE. <br />SEE SHEET ST-2D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />Lij <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 />-- <br />U) <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHHEERE SPECIFIED ON PLAN <br />—� <br />LL A <br />12" DEEP FTG UNDER <br />THICKENED BOX <br />COLUMN, FTG TO BE <br />p <br />EDGE w/E(1) #4CONT l "J <br />PROJECTED MIN 6" AS SHOWN <br />W <br />F- <br />SiOx DEEP FTG <br />16"SQx12" DEEP FTG p] <br />w4 <br />EW" <br />F30"SQx20" <br />DEEP FTG �� 36"SQx20" DEEP FTG <br />j <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />m <br />"SQx24" DEEPFTG HI AS SHOWN, SEE MASONRY #5 VERTICAL DOWEL TYP <br />w(5) <br />x <br />#4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />r 11 <br />1/2" SLAB EXTENSION <br />u <br />AT FULL ROUGH <br />OPENING WIDTH <br />X <br />W <br />W <br />W <br />O <br />O <br />O <br />"NOTE TO CONTRACTOR— M <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN ti <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO <br />ri <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT L0 <br />MANUFACTURER AND DR HORTON. rn <br />- - <br />W <br />U) <br />m <br />W <br />W <br />z <br />z <br />W <br />Q <br />X <br />O <br />W <br />z <br />O <br />d <br />O <br />Q <br />W <br />0 <br />LL <br />Q <br />Z <br />O <br />w <br />X <br />W <br />0- <br />�� Q <br />TOSP� m <br />�S O <br />o O <br />W <br />Q <br />U) <br />O <br />i= <br />a1 U <br />�_TT LL <br />C-i' <br />SANITARY ISOMETRIC - LH ° <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />a. <br />E <br />o <br />U <br />r� <br />APEX 0 O <br />U <br />N <br />fa <br />1✓ <br />tds <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 />>1111not considered signed and sealed <br />and the signature must be verified <br />1111111by a 3rd Party Certificate Authority <br />�n any electronic copy I _ <br />w+) <br />LL <br />J z W <br />W <br />O w <br />Q <br />> <br />O <br />m <br />w <br />o► <br />Q <br />o <br />w <br />w <br />w <br />w <br />X <br />Q <br />O <br />0 <br />I— <br />W <br />IL <br />LL <br />W <br />Abbott Park -' <br />Q <br />V) <br />LOT 036-02 0 <br />— W <br />_ Q <br />C� <br />PROJECT NO: <br />W <br />2021.011208 <br />0 <br />W <br />- - - <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />MJP <br />U) <br />W <br />J <br />U <br />,`,tttt►t�iii������ <br />(n <br />Z <br />:� • No 85166 •�: <br />DocuSipned by: <br />IF( 1 DADfF435.� +cl <br />i <br />0R�OPC�N`.`` <br />Z <br />Q <br />09/16/2021 <br />p <br />W <br />REVISIONS: <br />LIJ <br />No. Description Date <br />~ <br />U <br />O <br />- <br />- <br />z <br />- <br />O <br />0 <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />