Laserfiche WebLink
L - - <br />DocuSign Envelope ID: BD119C90-OFC1-4EAB-BBI2-CE81075C941B <br />ih <br />N <br />0? <br />Cl) <br />0 <br />M <br />1'-4" <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />59'-10" <br />3-0� <br />70'-0" <br />o? <br />v <br />ao <br />N <br />co <br />N <br />LULU V 1 .0 <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS, <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />SHEET ST-21D. <br />OVIN > <br />a <br />O O <br />O <br />APEX-r- <br />%.14 0 <br />co 0 <br />O CD <br />O � <br />� ttS <br />N <br />M <br />J � <br />U- <br />W <br />tds J .Q <br />true design studios <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />C] <br />❑B <br />EEP FTG UNDER BOX <br />O <br />EDGEDEEP w/ (1) #4 CO TED <br />COLUMN, FTG TO BE <br />COLD <br />PROJECTED MIN 6" AS SHOWN <br />W <br />H <br />1 <br />16"SQx12" DEEP FTG <br />FTG <br />w 3 #4 EW <br />O <br />E <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />J <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />m <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />(n <br />OPENING WIDTH <br />X <br />Z <br />W <br />0 <br />W <br />O <br />O <br />O <br />""'NOTE TO CONTRACTOR— <br />� <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />~ <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />L <br />t` <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />(1) <br />MANUFACTURER AND DR HORTON. <br />C/) <br />W <br />Z_ <br />U) <br />Z) <br />m <br />W <br />W <br />Z <br />Z <br />W <br />Q <br />O <br />LL <br />O_ <br />Q <br />O <br />O <br />U <br />Q <br />O <br />J <br />U- <br />Q <br />U <br />Z <br />U <br />n0 O <br />J <br />O <br />Z <br />U <br />W <br />x <br />W <br />d <br />J Q <br />1 X <br />00 <br />0 <br />Z <br />O <br />LU <br />U) <br />Z) <br />O <br />H <br />U <br />LL <br />U) <br />} <br />0 <br />SANITARY ISOMETRIC - LH ° <br />J <br />O <br />Z <br />U <br />W <br />H <br />X <br />W <br />a- <br />N <br />tz <br />a <br />u) <br />� <br />m� <br />J <br />z <br />w <br />LU <br />O <br />cn <br />� <br />Q <br />O <br />W <br />J LL.I <br />w <br />� <br />w LLJ <br />� <br />r` <br />X <br />x <br />QU_ <br />This item has been electronically <br />z <br />O <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />0 <br />shown using a digital signature. <br />Printed copies of this document are <br />W <br />F_ <br />not considered signed and sealed <br />Z <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />on any electronic copy <br />a <br />LL <br />W <br />Abbott Park J <br />Q <br />U <br />U) <br />LOT 053-03-1 A o <br />w <br />Z <br />(D <br />PROJECT NO: <br />W <br />0 <br />2022.009269 <br />LL <br />O <br />DRAWN: <br />W <br />o <br />O <br />CHKD: <br />LO <br />CD <br />C/) <br />w <br />J <br />Q <br />O <br />No 85166 <br />- � <br />Q <br />;IZ- <br />.13' STATE OF0. <br />",;(9s, <br />) i Ai ��� <br />Q <br />09-22-2022 <br />0 <br />W <br />REVISIONS: <br />No. Description Date <br />w <br />J <br />Q <br />U <br />U) <br />O <br />Z <br />O <br />0 <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />