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7 rl
<br />I
<br />I
<br />I
<br />I
<br />I I C.M.U. WALL BEYOND,
<br />SEE PLAN AND SCHEDULE
<br />STOREFRONT, SEE ARCH
<br />I I (1) #4 CONT.
<br />18'
<br />1/2" ISOLATION JOINT, I i #5 X 12" 1 AT 24" O.C.
<br />TYP.
<br />CONC. SLAB ON GRADE,
<br />SIDEWALK, SEE CIVIL I I SEE PLAN NOTES
<br />T/SLAB
<br />SEE PLAN
<br />1
<br />10 MIL VAPOR BARRIER,
<br />OL T/FOOTING TYP.
<br />SEE PLAN #5 AT 24" O.C.
<br />• • CONC. FOOTING, SEE PLAN
<br />ih
<br />3 ,,/ , AND SCHEDULE
<br />NOTE: FILL ALL BLOCK CELLS
<br />STANDARD ACI HOOK, TYP. WITH 3000 P.S.I. CONCRETE
<br />BELOW GRADE
<br />SECTION 1
<br />3/4" = 1'-0" S3.0
<br />CORRUGATED
<br />MASONRY TIES Al
<br />16" O.C. TO EXIST
<br />CMU
<br />EXISTING WALL
<br />T/EXIST. SLAB
<br />FIELD VERIFY mr
<br />T/EXI;
<br />FIELD
<br />EXISTING FOUNDATION
<br />G.C. TO VERIFY LOCATIC
<br />OF EXISTING FOUNDATII
<br />PRIOR TO CONSTRUTIVIN
<br />OF NEW FOUNDATIONS
<br />C.M.U. WALL,
<br />SEE PLAN AND SCHEDULE
<br />1/2" ISOLATION JOINT,
<br />1/2" ISOLATION JOINT, TYP.
<br />TYP.
<br />CONC. SLAB ON GRADE,
<br />SIDEWALK, SEE CIVIL
<br />S
<br />SEE PLAN NOTES
<br />OL T/SLAB
<br />SEE PLAN
<br />10 MIL VAPOR BARRIER,
<br />TYP.
<br />OIL T/FOOTING
<br />SEE PLAN
<br />• •
<br />CONC. FOOTING, SEE PLAN
<br />AND SCHEDULE
<br />NOTE: FILL ALL BLOCK CELLS
<br />STANDARD ACI HOOK, TYP.
<br />WITH 3000 P.S.I. CONCRETE
<br />BELOW GRADE
<br />BECMON
<br />2
<br />3/4" = 1'-0"
<br />�-O
<br />IM
<br />L MA1011114U krICLU VCI'iIP'T) UVVVCL /11VU CPVAT I Vr NIVU DV I I OM
<br />BARS INTO EXISTING FOOTING w, EMBED)
<br />AND LAP 24" WITH FOOTING REINF.
<br />AT ALL LOCATIONS WHEN POURED
<br />AGAINST THE EXISTING FOOTINGS TYP.
<br />SECAMIN 6
<br />3/4" = 1'-0" S3.0
<br />#4 CONT
<br />1" DRIP SEE
<br />ARCH.
<br />FINISH GRADE,
<br />SEE CIVIL
<br />1°
<br />#5 X 18"
<br />AT 24" O.C.
<br />CONC. SLAB ON GRADE SEE PLAN
<br />SEE PLAN
<br />BACKFILL PER GEOTECHNICAL
<br />ENGINEER'S RECOMMENDATION
<br />8" CMU WALL W/(1)
<br />#5@48"O.C.
<br />OL T/FOOTING
<br />SEE PLAN
<br />"CONC. FOOTING, SEE PLAN
<br />STANDARD ACI HOOK, TYP. AND SCHEDULE
<br />SECMON (10�)
<br />3/4" = 1'-0" �_O
<br />I
<br />C.M.U, WALL BEYOND,
<br />SEE PLAN AND SCHEDULE
<br />STOREFRONT, SEE ARCH I
<br />I
<br />I
<br />I
<br />I (1) #4 CONT.
<br />18"
<br />1/2" ISOLATION JOINT, I
<br />I #5 X 12" AT 24" O.C.
<br />TYP.
<br />RAMP, SEE PLAN I
<br />I CONC. SLAB ON GRADE,
<br />SEE PLAN NOTES
<br />RAMP, SEE PLAN
<br />OL T/SLAB
<br />SEE PLAN
<br />Z
<br />10 MIL VAPOR BARRIER,
<br />#5 AT 24" O.C.
<br />r/2" ISOLATION JOINT,
<br />Y
<br />T/FOOTING
<br />SEE PLAN
<br />•/ •
<br />STANDARD ACI HOOK, TYP.
<br />SECTION 3
<br />3/4" = 1'—O" S3.0
<br />(FIELD VERIFY)
<br />TYP. NEW COLUMN FOOTING AT EXISTING WALL
<br />N.T.S
<br />SECTION 7
<br />3/4" = 1'-0" �-O
<br />C.M.U. WALL,
<br />SEE PLAN AND SCHEDULE
<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 />OL SLAB
<br />SEE PLAN
<br />10 MIL VAPOR BARRIER,
<br />TYP.
<br />T/FOOTING
<br />SEE PLAN
<br />—CONC. FOOTING, SEE PLAN • • CONC. FOOTING, SEE PLAN
<br />AND SCHEDULE CT AND SCHEDULE
<br />NOTE: FILL ALL BLOCK CELLS
<br />NOTE: FILL ALL BLOCK CELLS STANDARD ACI HOOK, TYP. WITH 3000 P.S.I. CONCRETE
<br />WITH 3000 P.S.I. CONCRETE BELOW GRADE
<br />BELOW GRADE
<br />SECMON 4
<br />3/4" = 1'-0" �-O
<br />G MASONRY
<br />:IELD VERIFY)
<br />G SLAB AND
<br />4TION (FIELD
<br />;ONT.
<br />DTING
<br />IIFY)
<br />C.M.U. WALL,
<br />SEE PLAN AND SCHEDULE
<br />1/2" ISOLATION JOINT,
<br />1/2" ISOLATION JOINT, TYP.
<br />TYP.
<br />CONC. SLAB ON GRADE,
<br />SIDEWALK, SEE CIVIL
<br />SEE PLAN NOTES
<br />T/SLAB
<br />SEE PLAN
<br />10 MIL VAPOR BARRIER,
<br />TYP.
<br />OL
<br />T/FOOTING
<br />SEE PLAN
<br />• •
<br />CONC. FOOTING, SEE PLAN
<br />r'
<br />`
<br />AND SCHEDULE
<br />NOTE: FILL ALL BLOCK CELLS
<br />STANDARD ACI HOOK, TYP.
<br />WITH 3000 P.S.I. CONCRETE
<br />BELOW GRADE
<br />SECTION 5
<br />3/4" = 1'—O" �-0
<br />1°
<br />EXISTING CONC. SLAB #4 CONT. #5 X 18,-AT 24" O.C.
<br />DRILL AND EPDXY DOWEL
<br />#4 REINF. AT 24" O.C. MAX., CONC. SLAB ON GRADE SEE PLAN
<br />6" EMBED
<br />Ste— L OL T/SLAB
<br />NEW CONCRETE SLAB SEE PLAN
<br />ON GRADE ao
<br />NEW SLAB TO EXISTING
<br />SLAB DETAIL
<br />SECTXM Ki�
<br />3/4" = 1'—O" S3.0
<br />CONC. SLAB ON GRADE,
<br />SEE PLAN NOTES
<br />BACKFILL PER GEOTECHNICAL %/�K
<br />ENGINEER'S RECOMMENDATIONS `/\\
<br />8" CMU WALL W/(1)
<br />#5 @ 48" O.C.
<br />• / •
<br />BACKFILL PER GEOTECHNICAL
<br />ENGINEER'S RECOMMENDATIONS
<br />NOTE: FILL ALL BLOCK
<br />CELLS WITH 3000 P.S.I.
<br />GROUT BELOW GRADE
<br />—CONC. FOOTING, SEE PLAN
<br />STANDARD ACI HOOK, TYP. AND SCHEDULE
<br />SECTION 9
<br />3/4" = 1'-0" �-O
<br />GUTHERMAN STRUCTURAL INC.
<br />t30 CROWN OAK CENTRE DRIVE
<br />LONGVVOOD, fL 32750
<br />F' 407.7ot.o875
<br />Amu erman
<br />miSTRUCTURAL
<br />05-11-18
<br />GVT H ERM''�e
<br />� qy .,i
<br />, �-1C E NSF
<br />N0.60880
<br />STATE OF
<br />isSIONAL.
<br />ill/IitI 0
<br />John Gutherman Jr., P.E.
<br />FL. REG. #6o88o
<br />CONTRACT DATE:
<br />BUILDING TYPE: ONE-OFF
<br />PLAN VERSION: N/A
<br />SITE NUMBER: XXXXX
<br />STORE NUMBER: XXXXXX
<br />TENANT SHELL
<br />ZEPHYRHILLS, FLORIDA
<br />FOUNDATION
<br />SECTIONS
<br />S3mO
<br />PLOT DATE: 5-11-18
<br />
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