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DocuSign Envelope ID: 397A79BA-2751-4360-93B9-F35DE91D43F4 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />L-1 <br />J <br />0 <br />N <br />SAN <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />PLUMBING ISOMETRIC <br />15 DFU <br />DNNECT TO EXISTING <br />%NITARY MAINLINE. VERIFY <br />(ACT LOCATION IN FIELD <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1 /2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <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 ALTERNATE STEMWALL <br />SECTIONS. <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-2D. <br />O <br />O <br />N <br />LO <br />N <br />co <br />O <br />d') <br />N <br />N <br />M <br />J <br />LL <br />w <br />J <br />J <br />z <br />FOUNDATION KEYNOTES: DC1 °° <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />U <br />Q <br />❑A <br />8"x8" DEEP THICKENED <br />B <br />❑ <br />12" DEEP FTG UNDER BOX <br />FTG TO BE <br />EDGE w/ (1) #4 CONT <br />COLUMN, <br />0 <br />PROJECTED MIN 6" AS SHOWN <br />p <br />T_ <br />❑C <br />16"SQx12" DEEP FTG <br />❑D <br />24"SQx20" DEEP FTG <br />Ui <br />w/ (3) #4 EW <br />❑30"SQx20" <br />E <br />DEEP FTG <br />❑F <br />36"SQx20" DEEP FTG <br />(n <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />0 <br />❑G <br />x24" DEEP FTG <br />48"SQ D EP <br />❑ <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />J <br />w/ (5) <br />co <br />NOTES ON ST-1 <br />w <br />1 1/2" SLAB EXTENSION <br />Q <br />AT FULL ROUGH <br />OPENING WIDTH <br />U <br />z <br />w <br />(D <br />w <br />O <br />O <br />O <br />Lid <br />O <br />z <br />U) <br />w <br />z <br />U) <br />m <br />w <br />w <br />z <br />z <br />w <br />0 <br />0 <br />J <br />LL <br />z <br />O <br />1— <br />LL <br />O^ <br />I//.��.1//- <br />ry <br />O <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />U <br />z <br />(D <br />O <br />J <br />O <br />z <br />U <br />w <br />I- <br />X <br />w <br />n <br />Q <br />x <br />Q <br />00 <br />0 <br />z <br />O <br />w <br />� C <br />z <br />O <br />F- <br />F <br />U <br />U) <br />O <br />J <br />O <br />z <br />U <br />w <br />H <br />X <br />w <br />0- <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />--- 0 <br />014HOIRON41 <br />rfta <br />"wd-vet"pa's <br />vf, f <br />6200 LEE VISTA BLVD, STE 400 <br />ORLANDO, FL 32822 <br />P: 407-850-5200 <br />LLB <br />e.. ^;i sf'; ed b ii Vie.: •. <br />on "'le diate <br />sh wn t.ismi <br />[� <br />by ..,. . ... .. C'.i ,.. i.�.....�„'�1Li1'i .... . O <br />LU <br />H <br />z <br />Abbott Park rY <br />0- <br />LL <br />LOT 031-03 w <br />J <br />Q <br />U <br />0 <br />w <br />PROJECT NO: F- <br />2021.009239 z <br />O <br />DRAWN: <br />CD ❑ <br />0 <br />CHKD: MJP LL <br />O <br />0 <br />(D <br />``,����►t�rfrrrrr�� c) <br />�5� 1N LA'0� w <br />No 85166 U <br />U) <br />DocuSigned by: •� * r <br />s •.�• 4�7�LDAC�W435...•. 44/ z <br />OR X < <br />U) <br />07-29-2021 (D <br />z <br />REVISIONS: < <br />No. Description Date 0 <br />w <br />w <br />2 <br />w <br />J <br />Q <br />U <br />co <br />STO <br />z =2 O <br />0 <br />