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92'-8" <br />( 5 <br />,S3-0 <br />F20.12 <br />— — — — — — — — — — — <br />--- — — — — — — — — — — — — — — — — — — — <br />11 - - - - - - - - - - - <br />0 <br />cq <br />C4 <br />4� <br />3 <br />S3— <br />......... ... ..... — - --------- <br />...... ......... ----- ---- ---- ----------- <br />_-Fro"2 2 <br />_4 I <br />2'-0" 2'-00' 2'-0 <br />M <br />C-2 MC-2 MC-2 <br />'0000_� <br />0 -0 C4 <br />iI cq m <br />GJ L <br />�Fff 1-2 <br />cq I.Lj <br />0 : - a/2\ C.J. C.J. <br />it <br />4" CONIC SLAB ON GRADE <br />of ro w/ 6x6, W1.4 x W1.4 WWF <br />ON 10 MIL VAPOR BARRIER <br />04 2 ON COMPACTED TREATED <br />SUB -SOIL (TYPICAL) <br />LO <br />S3- <br />5'- 1 " I. I. 5'- <br />5' <br />40'-0" <br />-0. <br />J. <br />vv <br />15'-0" <br />2 1 <br />0 <br />F20.112 <br />— — - — <br />— <br />— — — — — — — — <br />-- <br />....... --- <br />__­� . .... <br />.... .......... ---------- <br />6 <br />to <br />LF20.12 <br />S3_0 <br />I. <br />1 <br />(31: . .. ....... <br />C*4. <br />d <br />C3 <br />C.i. <br />U-) <br />00 <br />H <br />4" CONC <br />SLAB 16N GRADE <br />40 <br />j <br />_04 <br />C4 <br />w/ <br />ix6, W1.4 x W1.4 WWF <br />ON <br />0 MIL VAPOR BARRIER <br />ON <br />OMPACTED. .:.TREATED <br />SUB <br />SOIL (TYPICAL) <br />j <br />U <br />00 <br />0 <br />II <br />47, =NC SLAB ON GRAD. <br />w/--** 6x6, W1.4 x W114 WA <br />ON 10 MIL VAPOR IIARRII <br />ON COMPACTED TREATED <br />SUB -SOIL (TYPICAL) <br />IMIMA <br />• <br />FOUNDATION PLAN <br />SCALE: 1/8" = 1'-0" <br />88,-0" <br />20'-0" <br />Cam <br />.I <br />F20.12 T-2' _r <br />4" CONIC SLAB ON GRADE <br />Z ?-\ 15'-0" <br />w/ 6x6, W1.4 x W1.4 WWFON 10 MIL VAPOR BARRIER <br />ON COMPACTED TREATED <br />SUB -SOIL (TYPICAL) <br />28'-0" <br />FOUNDATION NOTES <br />1. ELEV. ±0'-O" IS REFERENCE ONLY. SEE CIVIL FOR TRUE NGVD ELEVATION. <br />2. BOTTOM OF FOOTING TO BEAR 18" BELOW TOP OF GRADE, TYP. <br />3. ALL MASONRY WALLS ARE MW-11 U.N.O. ON PLAN. SEE SCHEDULE ON SO-1. <br />4. MC- REFERS TO MASONRY COLUMN. SEE SCHEDULE ON SO-2. <br />6. F20.12 INDICATES THICKENED EDGE SEE SO-2 FOR DETAILS. <br />7. V INDICATES WALL CONTROL JOINT (WCJ), SEE DETAIL ON SO-2. <br />8. INDICATES 8" CMU WALL (MW-1) U.N.O. <br />9. ALL WOOD STUD SHEATHING SHALL BE 5/8- CDX PLYWOOD ATTACH TO <br />SUPPORTS W/ 10d NAILS AT 6- O.C. AT PANEL EDGES AND 12- O.C. IN FIELD. <br />10. SLAB SHALL BE PITCHED 1/2" FOR 5' X 5' SQUARE AT ALL FLOOR DRAINS <br />V.O.N. REFER TO PLUMBING DRAWINGS FOR LOCATIONS. <br />11. SEE ARCH FOR DIMENSIONS NOT SHOWN. <br />12. VERIFY SLOPES AND STEPS WITH ARCH'L PRIOR TO CONSTRUCTION. SEE <br />TYPICAL STEP DETAIL ON SO-2. <br />GUTH ERMAN STRUCTURAL INC. <br />130 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL32750 <br />P: 407.701.o875 <br />utherman <br />STRUCTURAL <br />'(1071 <br />�4 <br />co <br />'I,-- <br />00, <br />:3 <br />0-) <br />(D <br />cy) <br />2: <br />(D <br />Q0 (D <br />N <br />rr <br />U) <br />:D L0 <br />00 <br />C/) <br />c-5 N' cy) 7, <br />C/) co � LLJ <br />U) <br />E* (_5 <br />Lu <br />(,C) I_LU <br />rr --, <br />cy) =i= <br />c) <br />C) <br />CN, > cr <br />lzt < <br />U) <br />cf) <br />LLJ <br />Z <br />C/) <br />D <br />CIO <br />A0 <br />%01111111111111" <br />E N <br />No. 60880 <br />0 <br />STATE OF <br />4oRID <br />""1111111111110 <br />John Gutherman Jr., P.E. <br />FL. <br />REG. #6o88o <br />16018 <br />2017-11-16 <br />CONTRACT DATE: 08.13.2017 <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />Restaurant Shell <br />Zephyr Plaza <br />ZEPHYRHILLS, FL <br />FOUNDATION <br />PLAN <br />1-0 <br />PLOT DATE: <br />6 <br />'j'_ <br />