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2019 V3.0 <br />�.--------- ... .......... -- <br />I <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />SIM 9" CURB <br />T 2.Q <br />fi� <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. <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 />i 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 DCl <br />NOTES APPLICABLE ONLY WHERE SPECIFIED Y. <br />r' THICKENED DEEP FTG UNDERBOX <br />PROJECTED <br />A:D • 1 SHOWN <br />0 <br />16"SQx12" DEEP FTG <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />G <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW; T&B <br />-� <br />(I <br />1 1/2" SLAB EXTENSION <br />- <br />AT FULL ROUGH <br />OPENING WIDTH <br />ter. <br />z <br />71VI o Urz <br />[Dl24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />IF 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 />•:IIE R R' <br />Ek � • <br />11HOMON" <br />tm <br />W <br />r <br />r <br />Z <br />O <br />W <br />2 <br />Cl' <br />LL <br />w <br />Abboft Park < <br />0 <br />U) <br />LOT 0541-03- <br />----------------------------------------------------------------------------- <br />w <br />d <br />Z <br />CD <br />PROJECT , <br />LL <br />2019.007603 <br />wi► <br />------------------------------------ <br />------- <br />CiKD: <br />�c�i t 7AE <br />LA�/N STF <br />i Q •" X` C:g <br />T +� <br />09/19/019 Q <br />w <br />co <br />REVISIONS: ui <br />_ <br />o. � .. _escri tion -- -ate � w <br />------ <br />co <br />------------------ ---- --- ---- - ----- --- ----- -------- ----------------- —----------- a <br />------ --------------_------------------------------------------------------------------- --- <br />O <br />0 <br />r�.s�nia���nn�.s u� nn�mnoura areu�oc�r,���nmuin� a i a <br />