Laserfiche WebLink
v <br />M <br />N <br />VERIFY AC CONI <br />LOCATION W/ <br />SITE PLAN <br />T-0" V-C <br />FO UNDA MO N PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />(DO W FLS VA RY PER- E_lEVA UO N) <br />m <br />70'-0" <br />o� <br />i <br />■ I <br />— <br />14'- <br />— — — — — — — — — — <br />I I � <br />M <br />I <br />I co, <br />I <br />04 <br />I <br />I <br />I■ <br />1 I ■ ■ ■ k <br />T-2.D I <br />0^ <br />-4" A 0? 1 <br />I - I ,1 <br />c I <br />OPT T-2.D 6-4 5.0 <br />-L <br />--———— — — — — —- <br />---, ao 00 <br />■ N M <br />4 5 I ■ — <br />I T-2.11) T-2.D <br />I <br />I q <br />bo <br />I <br />off I <br />J <br />UNDER DOOR <br />9 1/2" <br />-6' _ — _ — — 2'-4 1/2" 20'-8 1/2" <br />I <br />14'-0" - I <br />I <br />;I <br />L--------- <br />- - - - - <br />I <br />I <br />--I <br />I <br />--J <br />■ <br />■ <br />2 D/ SIM 9" CURB <br />70'-0" <br />4 5 <br />T-2.D T-2.D I ■ — <br />■ oo <br />- - - - - - - - - - - - - - - - - - - - - - - - J Ni <br />_ I <br />VERIFY AC COND <br />M LOCATION W/ <br />SITE PLAN <br />T-0" <br />- ----- - -- -- 2020 V1.0 <br />a <br />GENERAL FOUNDATION NOTES: a <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O 0 <br />1 EARTH AND EARTH FILL SUPPORTING SLABS GRADE APEX <br />-� <br />ASSIJMFD TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND � <br />I SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />COMPACT THE FILL. IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 04 N <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT m <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. � <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N <br />i IN ACCORDANCE WITH THE BUILDING CODE. CONSULT (V <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. Cf) ~- <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _ <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. LLl <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL Q <br />tds <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N <br />SHEET ST-2D. true design studios <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p <br />8"x8" DEEP THICKENED I 12" DEEP FTG UNDER BOX O <br />A 41- <br />EDGE wl (1) #4 CONT l BJ COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN W <br />C 16"SQx12" DEEP FTG D w/ (3)Q#4 EWEEP FTG w RHOMON' <br />E 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG � <br />wl (4) #4 EW w/ (4) #4 EW J <br />m <br />#5 VERTICAL DOWEL TYP <br />48"SQx24" DEEP FTG W <br />v w/ (5) #4 EW, T&B LH AS SHOWN, SEE MASONRY w <br />NOTES ON ST-1 Q <br />1 1 1/2" SLAB EXTENSION <br />-- AT FULL ROUGH <br />OPENING WIDTH U <br />z <br />W <br />w <br />CL <br />O <br />O <br />>= <br />rn <br />lfi <br />cn <br />z w <br />w 9 < <br />W <br />z J z w <br />m <br />LLJ O u) <br />w <br />w Q <br />w `t O <br />z <br />Q Q <br />z w o <br />w w <br />J w 2 <br />w w <br />Of <br />ILL L X <br />z aO z <br />O <br />w <br />O <br />a_ z <br />O a <br />U u- <br />p w <br />Abbott Park Q <br />0 — w <br />LL LOT 001-02-A o <br />H <br />z z <br />ED <br />- PROJECT NO. w <br />�G 111A� 2020.001718 <br />LL <br />t z DRAWN: <br />KG o <br />O <br />cl, ' \ 4 �' w CHKD <br />TO m z <br />ll — <br />\I-Cl w <br />z <br />1111O�"1 O i <br />W : /U) <br />z <br />G60 z <br />NI j <br />O_ 02-25-2020 0 <br />W <br />UL <br />Q No. Description Date w <br />U) J <br />� U <br />O � <br />SA N ITA RY ISO M EHUC o Z <br />z--- --- - - ---- - O <br />= o <br />U <br />W <br />H <br />X <br />W ST=2 <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />