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STOREFRONT, SEE ARCH
<br />1/2" ISOLATION JOINT,
<br />TYP.
<br />SIDEWALK, SEE CIVIL -
<br />06 T FOOTING
<br />SEE PLAN
<br />-7TF`-T-
<br />C.M.U. WALL BEYOND,
<br />SEE PLAN AND SCHEDULE
<br />I
<br />(1) #4 CONT.
<br />I 18"
<br />#5 X 2" 1 AT 24" O.C.
<br />I I.
<br />CONC. SLAB ON GRADE,
<br />`I I SEE PLAN NOTES
<br />\I T SLAB
<br />x ----J, SEE PLAN
<br />STANDARD ACI HOOK, TYP,
<br />10 MIL. VAPOR BARRIER,
<br />TYP.
<br />#5 AT 24" O.C.
<br />• • CONC. FOOTING, SEE PLAN
<br />AND SCHEDULE
<br />NOTE: FILL AI_L BLOCK
<br />CELLS WITH 3000 P.S.I.
<br />CONCRETE BELOW GRADE
<br />SECTION 1
<br />3/4" = 1'-0" S3-0
<br />SPLITFACE SHOE BLOCK
<br />SPLITFACE CMU
<br />T/LANDSCAPE
<br />OL T FOOTING
<br />SEE PLAN
<br />(1) #4 CONT.
<br />18"
<br />#5 X 12" 1— AT 24" O.C.
<br />CONC. SLAB ON GRADE,
<br />SEE PLAN NOTES
<br />T SLAB
<br />— x _T SEE PLAN
<br />IL VAPOR BARRIER,
<br />AT 24" O.C.
<br />x • • ---CONC. FOOTING, SEE PLAN
<br />MI AND SCHEDULE
<br />3"
<br />NOTE: FILL ALL BLOCK
<br />CELLS WITH 3000 P.S.I.
<br />STANDARD ACI HOOK, TYP. CONCRETE BELOW GRADE
<br />SECTION r5_'\N
<br />3/4" = 1'-0" S3-0
<br />Q
<br />C.M.U. WALL,
<br />SEE PLAN AND SCHEDULE
<br />1/2- ISOLATION JOINT, 1/2- ISOLATION JOINT, TYP.
<br />TYP.
<br />CONC. SLAB ON GRADE,
<br />SIDEWALK, SEE CIVIL SEE PLAN NOTES
<br />OL T SLAB
<br />— x x x T SEE PLAN
<br />10 MIL VAPOR BARRIER,
<br />TYP.
<br />OIL T FOOTING
<br />SEE PLAN
<br />z • • • ---CONC. FOOTING, SEE PLAN
<br />AND SCHEDULE
<br />NOTE: FILL ALL BLOCK
<br />STANDARD ACI HOOK, TYP. CELLS WITH 3000 P.S.I.
<br />CONCRETE BELOW GRADE
<br />SECTION 2
<br />3/4" = 1'-0" S3-0
<br />SECTION 6
<br />3/4" = 1'-0" S3-0
<br />IEDULE
<br />TINT, TYP.
<br />BADE,
<br />AB
<br />PLAN
<br />RIER,
<br />'E PLAN
<br />STOREFRONT, SEE ARCH
<br />OL T SILL
<br />SEE ARCH
<br />1/2" ISOLATION JOINT,
<br />TYP.
<br />SIDEWALK, SEE CIVIL —
<br />K.O. BLOCK W/(1)#5 CONT.
<br />GROUT SOLID
<br />C.M.U. WALL,
<br />SEE PLAN AND SCHEDULE
<br />1/2" ISOLATION JOINT, TYP.
<br />CONC. SLAB ON GRADE,
<br />SEE PLAN NOTES
<br />OIL T SLAB
<br />— x x x T SEE PLAN
<br />10 MIL VAPOR BARRIER,
<br />TYP.
<br />OIL T FOOTING
<br />SEE PLAN
<br />• • • '--CONC. FOOTING, SEE PLAN
<br />AND SCHEDULE
<br />NOTE: FILL ALL BLOCK
<br />STANDARD ACI HOOK, TYP. CELLS WITH 3000 P.S.I.
<br />CONCRETE BELOW GRADE
<br />SECTION 3
<br />3/4" = 1'-0" IN
<br />S3-0
<br />/LANDSCAPE
<br />=E CIVIL//\X//\�/
<br />\\
<br />T FOOTING
<br />SEE PLAN
<br />•
<br />STANDARD ACI HOOK, TYP.
<br />#4 CONT.
<br />18"
<br />#5 X 12"1 AT 24" O.C.
<br />CONC. SLAB ON GRADE,
<br />SEE PLAN NOTES
<br />I OIL T SLAB
<br />x SEE PLAN
<br />VAPOR BARRIER,
<br />-'-- #5 AT 24" O.C.
<br />• CONC. FOOTING, SEE PLAN
<br />\7 AND SCHEDULE
<br />NOTE: FILL ALL BLOCK
<br />CELLS WITH 3000 P.S.I.
<br />CONCRETE BELOW GRADE
<br />SECTION rF�
<br />3/4" = 1'-0" S3-0
<br />C.M.U. WALL,
<br />SEE PLAN AND SCHEDULE
<br />1/2" ISOLATION JOINT, 1/2" ISOLATION JOINT, TYP.
<br />TYP.
<br />CONC. SLAB ON GRADE,3 CONC. SLAB ON GRADE,
<br />SEE PLAN NOTES SEE PLAN NOTES
<br />06 T SLAB
<br />x x x— — x x x SEE PLAN
<br />10 MIL VAPOR BARRIER,
<br />TYP.
<br />T FOOTING
<br />SEE PLAN
<br />R � • • CONC. FOOTING, SEE PLAN
<br />n I AND SCHEDULE
<br />NOTE: FILL ALL BLOCK
<br />STANDARD ACI HOOK, TYP.71�� CELLS WITH 3000 P.S.I.
<br />CONCRETE BELOW GRADE
<br />A SECTION 4
<br />3/4" = 1'-0" S3-0
<br />GUTHERMAN STRUCTURAL INC.
<br />130 CROWN OAK CENTRE DRIVE
<br />LONGWOOD, FL32750
<br />P: 407.701.o875
<br />&MIutkerman
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<br />John Gutherman Jr., P.E.
<br />FL. REG. #6o88o
<br />16018
<br />© 2017-11-16
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<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 />DETAILS
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<br />PLOT DATE:
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