Laserfiche WebLink
DocuSign Envelope ID: 2E7133F2-A25D-40FE-83BD-6AF09DOOF33B <br />2020 V1.0 <br />IN. <br />i� <br />co <br />00 <br />a <br />0 <br />M <br />3'-0" J'-0 <br />VERIFY AC CONI <br />LOCATION W/ , <br />SITE PLAN <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />70'-0" <br />,, 3'-0" ,, <br />VERIFY AC COND <br />LOCATION W/ <br />5 SITE PLAN <br />T-2.D SIM 9" CURB � <br />I o <br />'ii-S <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 />O <br />O <br />N <br />u7 <br />N <br />00 <br />4 <br />O <br />O <br />N <br />N <br />co <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />rn <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A❑ <br />8"x8" DEEP THICKENED <br />12" DEEP FTG UNDER BOX <br />TO BE <br />O <br />T_ <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG <br />PROJECTED MIN 6" AS SHOWN <br />H <br />❑ C <br />16"SQx12" DEEP FTG <br />FTG <br />24 Q <br />Z) <br />wl (34 EWEEP <br />30"SQx20" DEEP FTG <br />❑F <br />36"SQx20" DEEP FTG <br />> <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />m <br />48"SQx24" DEEP FTG <br />� <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />� <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />a <br />AT FULL ROUGH <br />co <br />OPENING WIDTH <br />}- <br />z <br />W <br />W <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR — <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />ti <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />07 <br />MANUFACTURER AND DR HORTON. <br />U) <br />z <br />7 7/Qa <br />W <br />z <br />m <br />W <br />W <br />z <br />z <br />W <br />0 <br />0 <br />J <br />Li- <br />z <br />O <br />O <br />0-1 <br />Q <br />rY <br />O <br />J <br />LL <br />Q <br />U <br />z <br />/f��, 0 <br />✓ _ (] <br />J <br />O <br />z <br />U <br />W <br />X <br />W <br />IL <br />Q <br />00 <br />0 <br />ILLI <br />O <br />W <br />a <br />z <br />U) <br />O <br />7,lop& U <br />LL <br />Q <br />U) <br />C� <br />SANITARY ISOMETRIC - RH ° <br />J <br />O <br />z <br />U <br />W <br />I— <br />X <br />W <br />IZ <br />Q <br />tA01hL AOWIA6 <br />db <br />trite design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />caa <br />041HOMN <br />3e A <br />a a K" \ a� z ��` R�` v\ <br />3 N °v �\�����'� <br />\ Qn y.� <br />2", <br />p % '��0� <br />''M <br />�R <br />ZZ <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 />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />Qon any electronic copy <br />w <br />J <br />Z � w <br />LLJ O cry <br />Q 2i <br />Q <br />> <br />O <br />m <br />w <br />0 <br />Q <br />0 <br />w <br />ryr <br />X <br />a <br />z <br />0 <br />0 <br />W <br />z <br />ry <br />0- <br />LL <br />W <br />Abbott Park <br />-' <br />U <br />U) <br />LOT 018-03-1 C <br />0 <br />W <br />z <br />(D <br />U) <br />PROJECT NO: <br />W <br />0 <br />2021.014966 <br />LL <br />O <br />DRAWN: <br />KME <br />o <br />O <br />CHKD: <br />Lf) <br />MJP <br />U) <br />W <br />J <br />Q <br />U <br />,,���►►r� t��►���� <br />m LA N�� •,�� <br />cn <br />U) <br />JSI <br />.......... <br />CD <br />No 85166 ••�'• <br />* : DocuSigned bA: <br />T+~O <br />TAT E F .• LC1 <br />3F4671 � i... <br />U) <br />,N,�C,I7 <br />(D <br />F JON A �,.�`� <br />Q <br />12-27-2021 <br />0 <br />W <br />REVISIONS: <br />No. <br />Description Date <br />~ <br />W <br />J <br />Q <br />U <br />O <br />z <br />O <br />0 <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING <br />