Laserfiche WebLink
:)ocuSign Envelope ID: 3CE76BFD-2711-4B94-92E4-ACF95934EBC2 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />L-1 <br />SAN <br />FOUNDATION PLAN <br />1/4" = 1'4' WHEN PRINTED ON 22"04" <br />PLUMBING ISOMETRIC <br />10 <br />15 DFU <br />DNNECT TO EXISTING <br />4NITARY MAIN LINE. VERIFY <br />KACT 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-2D 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 />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />❑8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX <br />A EDGE w/ (1) #4 CONT COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />❑C <br />16"SQx12" DEEP FTG <br />E <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />❑D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />O <br />O <br />N <br />LO <br />N <br />00 <br />4 <br />O <br />a7 <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />Y <br />U <br />¢ <br />0 <br />0 <br />W <br />I— <br />Z) <br />U) <br />0 <br />__J <br />m <br />W <br />Z) <br />C� <br />U <br />z <br />W <br />(D <br />W <br />W <br />0 <br />O <br />0 <br />ti <br />LO <br />O <br />z <br />w <br />z <br />m <br />w <br />W <br />z <br />z <br />W <br />0 <br />0 <br />_I <br />LL <br />O <br />i= <br />O <br />a <br />IY <br />O <br />U <br />¢ <br />O <br />J <br />LL <br />¢ <br />U <br />z <br />C� <br />O <br />J <br />O <br />U <br />W <br />I_ <br />x <br />W <br />a <br />x <br />m <br />0 <br />O <br />W <br />¢ <br />z <br />Z) <br />O <br />U <br />L <br />O <br />J <br />O <br />z <br />TZ <br />W <br />H <br />x <br />W <br />a- <br />CMU/METAL CONNECTOR ENGINEERING <br />E <br />O <br />U <br />a <br />APEX sO <br />tds <br />trcae design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />6200 LEE VISTA BLVD, STE 400 <br />ORLANDO, FL 32822 <br />P: 407-850-5200 <br />N <br />31 <br />Z U) <br />LLI Q w <br />z � <br />0 O cis <br />m �- j O <br />0 <br />CDJ W <br />ITW <br />W � Q <br />s <br />TM � <br />ti <br />x <br />This item has been electronically V1_ <br />signed and sealed by Justin M Lanier, Z <br />PE on the date and/or time stamp O <br />shown using a digital signature. <br />Printed copies of this document are 0 <br />not considered signed and sealed W <br />by a 3rd Party Certificate Authority Z <br />on any iectroOlTcF'ark HUU � <br />LL <br />LOT 017-01 W <br />J <br />U <br />0 <br />w <br />PROJECT NO: f- <br />2021.003463 z <br />DRAWN: <br />LDG w <br />0 <br />CHKD: ILL <br />MJP O <br />0 <br />0 <br />LO <br />`+++++i1111111� cn <br />%5I kN LAN�� �LU <br />�.•����ENs�•9 ¢ <br />U <br />No 85166 <br />:ccz z <br />STATE OF 4/ ` <br />441� <br />�. �'•. O R . <br />.�;,, 0 <br />(A <br />03-18-2021 O <br />z <br />REVISIONS: <br />No. Description Date 0 <br />- w <br />W <br />i- <br />W <br />J <br />U <br />H <br />ST=2 z <br />OO <br />0 <br />