HomeMy WebLinkAboutS202 SignedS2023/4"=1'-0"SEE ARCH7'-4" MAX.T/SLAB
SEE PLAN
3"CLR.3"
CLR.
MONOLITHIC CONCRETE
FOOTING, SEE PLAN
AND SCHEDULE
CONC. SLAB ON GRADE,
SEE PLANFINISH GRADE,
SEE CIVIL
PREPARED SUBGRADE PER
GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS
1
2
1/2" ISOLATION JOINT
S2023/4"=1'-0"
C.M.U. WALL, SEE PLAN AND
SCHEDULE
8"X8" C.M.U. BOND
BEAM W/ (1) #5 CONT.,
GROUT SOLID
DOWELS SHALL MATCH
WALL VERT. REINF.
PROVIDE 62" BAR DIA
LAP SPLICE, TYP.18"MIN.STANDARD ACI HOOK,
TYP.
T/SLAB
SEE PLAN
3"CLR.3"
CLR.
MONOLITHIC CONCRETE
FOOTING, SEE PLAN
AND SCHEDULE
CONC. SLAB ON GRADE,
SEE PLANFINISH GRADE,
SEE CIVIL
PREPARED SUBGRADE PER
GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS
1
218"MIN.STANDARD ACI HOOK,
TYP.2"CLR.#5 x 30" LONG DOWELS AT 12" O.C.
DRILL AND EPOXY 6" INTO CONC.
THICKENED EDGE, TYP
8
S2021/2" = 1'-0"
LIGHT POLE FOUNDATION3" CLR.(3) #3 ROUND TIES @ 2" O.C.
AT TOP AND BOTT.,
AND #3 ROUND TIES
AT 12" O.C. IN BETWEEN,
TYP.
(8) #5 VERTICALS, TYP.
1" CHAMFER, TYP.6'-3" MIN.BASE PLATE AND
ANCHOR BOLTS
BY LIGHT POLE
MANUFACTURER
NOTE: REFER TO ELECTRICAL
FOR EMBEDDED CONDUIT,
WIRING, ETC.3'-0"24"Ø
FINISH GRADE,
SEE CIVIL
1/2" ISOLATION JOINT
AT SIDEWALK OR
PAVEMENT, TYP.
FOUNDATION BASED ON 6"X6"
SQUARE LIGHT POLE W/ MAX
HEIGHT OF 20'-0" AND 6 S.F.
OF EPA ATTACHED. IF THESE
DIMENSIONS ARE EXCEEDED,
THE G.C. SHALL NOTIFY ARCH
AND ENGINEER
VERIFY W/ CIVIL/ARCHMF15.18MF15.18MF15.18
MF15.18
6" MIN. THICK CONCRETE SLAB ON
GRADE REINF. W/ #4 AT 12" O.C. MAX.,
MID-DEPTH, ON PREPARED
SUB-GRADE PER GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS.
S202
S202
S202
S202
C.J., TYP.
T/SLAB=SEE ARCH
SEE S101 NOTE 11
25'-4"
VERIFY W/ ARCH
10'-4"
VERIFY W/ ARCH
1'-4"
VERIFY
W/ ARCH
2'-0"
VERIFY
W/ ARCH
10'-4"
VERIFY W/ ARCH
1'-4"
VERIFY
W/ ARCH 12'-8"VERIFY W/ ARCHDUMPSTER WALLS ARE TYPE MW-3
SEE SCHEDULE THIS SHEET
8
S202 DETAILSREEJBCPERMIT COMMENTS #2 08/12/20FOUNDATION NOTES:
1.) SEE S101 FOR PLAN NOTES AND SCHEDULES.
1 DUMPSTER PLAN
1/4" = 1'-0"SHEET TITLECLIENT NAMEPROJECT NAMECHECKEDRELEASEDRAWNDATECPROJECT NO. COPYRIGHT - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.1925 Prospect Ave.Orlando, FL 32814P (407) 661-9100P (407) 661-9101Florida Corporate Certificate #AA C000526Architects Engineers Planners219026203/21/20207-ELEVEN - FORT PIERCE, FL7310 INDRIO RD FORT PIERCE, FL CREIGHTON CONST.900 SW PINE ISLAND ROAD, SUITE 202CAPE CORAL, FL 33991JUAN B. CANOPROFESSIONAL ENGINEERFLORIDA LICENSE NO. 69377HIGGENBOTHAM
Engineering, Inc.
Structural Engineers
9
TYPELABEL
MASONRY WALL SCHEDULE
VERT. REINF. AT FULL HEIGHT
SECTIONS
MASONRY WALL NOTES:
A.) ALL MASONRY VERT. REINF. CELLS SHALL BE FILLED W/ 3000 PSI GROUT MIX, TYP.
B.) PROVIDE HORIZONTAL JOINT REINF. PER STRUCTURAL NOTES ON S001.
VERT. REINF. BELOW AND
ABOVE OPENINGS
JAMBS EA. SIDE OF
OPENING
ENDS AND
CORNERS
MW-3 8" C.M.U. PER S201N/A#5 AT 32" O.C. (CENTERED)8"X16" FULL HEIGHT PIER W/#5 AT 8" O.C. (CENTERED) 8REINFORCINGMARK
FOOTING SCHEDULE
SIZE
1'-6" X 18" MIN. THICK X CONT.MF15.18 (2) #5 CONT. BOTTOM
8
9 OWNER CHANGES 10/5/20