HomeMy WebLinkAbout03100110.5NOTE:
VERIFY BUILDING FOUNDATION DETAILS &
UTILITY ENTRANCE OPENING WITH BUILDING
MANUFACTURER'S STANDARD FOUNDATION
LAN AND DETAILS.
PREFABRICATED
EQUIPMENT
BUILDING
WWF 6x6 — W1.4 x W1.4
6" COMPACTED
GRANULAR FILL
COURSE _
6" CONCRETE N
SLAB-.=—..-�e
v. 'v.. v.. v,v v v • • .•Q . • v. • v •
0'0'0 0.0100.01— V v. V
00 0.0 v v
=1 I I—� I•:Q • a �
=1
LI 1 f l-1 I I �„III=1 .:... '�
LAMINATED VAPOR BARRIER FEDERAL III 1'•' : : �::
SPECIFICATIONS UU-B-790A _)
MANUFACTURERS QF
VAPOR BARRIER:
1. FORTIFIBER CORP.
TRACY, CAL.
2. GLAS-KRAFT, INC.
"PLYBAR PLUS 11”
SLATERSVILLE, R.I.
r
EXISTING MONOPOLE TOWER
3"x3"x1/4" NEOPRENE RUBBER PAD
(60 DUROMETER) - LOCATE AT 3'-0-
O.C. MAXIMUM - SHIM W/PLASTIC
SHIMS TO ATTAIN UNIFORM BEARING.
PADS & SHIMS TO BE SUPPLIED BY
SHELTER MANUFACTURER AND
INSTALLED BY G.C.
GALVANIZED ANCHOR PLATE & 3/4" DIA.
WEJ-ITS X 6" LONG (PROVIDED BY
BUILDING MANUFACTURER & INSTALLED
BY CONTRACTOR)
1" CHAMFER 0 45'
(TYP. )
TOP OF FOUNDATION TO
MATCH TOWER FOUNDATION
FINISHED
GRADE
"• go o
00 � A. A,a
o'qo o ao
_I =1 = 7-7 PROVIDE WEED BARRIER
OVER ALL I; AGGREGATED�BED Z
III 4 REBAR ® V-6" 0/C (VERTICAL) t p
o U_ Ln
I
(6) # 5 REBAR CONTINUOUS o
(HORIZONTAL) m
CC
=
3
UILDING FOUNDATION DETAIL / 1 V 1
# 5 CONTINUOUS AT
TOP, MID. F- R^TT
# 5
CORNERS A
TOP & 801
TYPICAL
CORNER
REINFORCING
yr = i -a
" CHAMFER (TYP.)
UTSIDE EDGE OF CONCRETE
LAB
DETAIL
CENTERLINE _
OF TOWER
W
Z
W
0
M
I
r-
5'-0" 1, 3'-1 " I, 6'-6" 2'-0",
TYP.
ICE BRIDGE STRUCTURE
FOUNDATION
• I■
/� ■ •
4
3 a4
4.
o
c
4" PVC TELCO I
CONDUIT
NOTE:
SURFACE OF FINISHED SLAB
SHALL BE LEVEL AND FLAT.
FOU
11'-6"
(LIMITS OF BUILDING
AND FOUNDATION)
DATION
1" = 5'-0"
NOTE:
CONCRETE BUILDING STOOP SHALL BE
PLACED AFTER EQUIPMENT SHELTER HAS
BEEN SET ON FOUNDATION. CONCRETE
STOOP SHALL BE CENTERED W/THE
DOORWAY OF THE SHELTER.
PREFABRICATED
EQUIPMENT
BUILDING
�i rT
�� o Qo.0 ooh *•
• •
BLDG. FDTN.
(REINFORCING NOT
SHOWN)
5'-0"
1/2" PREMOLDED
EXPANSION JOINT SLOPE STONE AWAY FROM
MATERIAL.
6" CONC. STOOP
WWF 6x6 -W1.4 x W1.4
SLOPE 1/4" PER
t0FOOT
opo
WEED BARRIER
EXISTING 9"
DRAINAGE FILL
3"x3"0/4" NEOPRENE RUBBER
PAD (60 DUROMETER) —
LOCATE AT 3'-0" C.C. MAX.,
SHIM WITH PLASTIC SHIMS TO
ATTAIN UNIFORM BEARING.
e-% SEE BUILDING MANUFACTURERS
o DRAWINGS FOR FOUNDATION
Q CONNECTION DETAILS (TOP OF
z FOUNDATION SHALL BE 6"
o ABOVE EXISTING GRADE.)
LL
0
INSIDE EDGE OF
o FOUNDATION WALL
o BELOW SLAB.
m OUTSIDE EDGE OF
W FOUNDATION WALL.
0
.., 4" PVC ELECTRIC
CONDUIT
SEE TYPICAL CORNER
REINFORCING DETAIL
2 ON THIS SHEET.
#5 x 24x24
DOWELS A 16" O.C.
STOOP
GRADE
o
aAo ° o0
2 2 STOOP DETAIL / 3 V 3
- S-� ,/,-a,-O'\A-2AS—i
�yttltllltritrl
� NSoeso�s �-
STATE OF
IA�p.
4111111% 1
N
O
T
E
S
ARC 033917
+' STATE OF
`+ »ANP
venmmifle/ess
1. LOADINGS:
GLAUS PYLE SCHOMER BURNS & DEHAVEN INC.
GPD ASSOCIATES
FLOOR LIVE LOAD
2647 Waterfront Parkway East Dr. Suite ISO
Indianapolis, Indiana 46214
317-299-2996, Fax 317-293-1331
0
I
ROOF SNOW LOAD
SITE
M
CARMEL, INDIANA
DESIGN BY:
20 PSF
DEAD LOADS
TTP
FOUNDATION DETAILS &
NOTES
ACTUAL MATERIAL WEIGHTS
BASIC WIND SPEED
CHECKED BY:
TGP
SPRINT LEASE AREA
#5 x 24x24
DOWELS A 16" O.C.
STOOP
GRADE
o
aAo ° o0
2 2 STOOP DETAIL / 3 V 3
- S-� ,/,-a,-O'\A-2AS—i
�yttltllltritrl
� NSoeso�s �-
STATE OF
IA�p.
4111111% 1
THE SUBSURFACE REPORT WAS PROVIDED BY ETS GEOTECHNICAL ENVIRONMENTAL ENGINEERI
CONSULTANTS DATED SEPTEMBER 24, 1997.
REQUIRED BEARING CAPACITY -BLDG. FOOTINGS 1500 PSF
THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION.THE
CONTRACTOR SHALL PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER
IMMEDIATELY IF DEVIATION FROM PLANS EXIST.
THE SUBSURFACE REPORT IS NOT TO BE CONSIDERED AS A COMPLETE
RECORD OF THE EXISTING CONDITIONS AT THE SITE. THE CONTRACTOR
SHALL VERIFY ALL EXISTING SITE CONDITIONS, INCLUDING SUBSURFACE CONDITIONS.
THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNER PRIOR
TO SITE ENTRY FOR THE PURPOSE OF VERIFICATION OF EXISTING CONDITIONS.
FOUNDATION SUBGRADES SHALL BE HAND TRIMMED AND COMPACTED. ALL BACKFILL
TO BE COMPACTED TO 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH
ASTM D-1557.
GROUNDWATER WAS NOTED AT A DEPTH OF 14'-0" DURING DRILLING. GROUNDWATER
MAY BE PRESENT DURING ALL CONSTRUCTION/EXCAVATION AND PROVISIONS SHALL
BE MADE FOR DEWATERING.
4. CONCRETE WORK:
CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED BY A QUALIFIED CONCRETE
TESTING COMPANY. THE GENERAL CONTRACTOR SHALL PROVIDE THREE (3)
CYLINDER SAMPLES TAKEN PER TRUCK AND THE CONCRETE MUST MEET
A 4" SLUMP. THE GENERAL CONTRACTOR SHALL PROVIDE THREE (3) COPIES
OF TESTING RESULTS TO VERIZON WIRELESS. FAILURE TO PROVIDE WRITTEN
DOCUMENTATION WILL RESULT IN A DEDUCTION FROM THE CONTRACT. THE
CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY ADDITIONAL COSTS IN TESTING DUE
TO DELAYS BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS. USE
AIR ENTRAINMENT IN EXTERIOR SLABS.
SPECIFICATIONS - LATEST EDITION OF ACI -318 F'c = 4000 PSI
4" SLUMP - BLDG. FOUNDATION
MATERIALS - REINFORCING ASTM A615, GRADE 60
- ANCHOR BOLTS ASTM A307
REINFORCING COVERS - FOOTINGS
TOP 2"
BOTTOM/SIDES 3"
REINFORCING EMBEDMENT AND LAP SPLICES (INCHES)
REGULAR
BAR SIZE LD SPLICE
#4 12 20
#5 15 26
#6 18 31
#7 23 39
CHAMFER TOP CORNERS OF ALL FOUNDATIONS (1-)
5. BURIED CABLE LOCATIONS INFORMATION
CONTACT 48 HR. PRIOR TO DIGGING, GRADING, OR DRILLING 1-800-382-5544.
vmIIIIIIIII/n..
x osI rE
N
O
T
E
S
ARC 033917
+' STATE OF
`+ »ANP
venmmifle/ess
1. LOADINGS:
GLAUS PYLE SCHOMER BURNS & DEHAVEN INC.
GPD ASSOCIATES
FLOOR LIVE LOAD
2647 Waterfront Parkway East Dr. Suite ISO
Indianapolis, Indiana 46214
317-299-2996, Fax 317-293-1331
100 PSF
ROOF SNOW LOAD
SITE
CARMEL, INDIANA
DESIGN BY:
20 PSF
DEAD LOADS
TTP
FOUNDATION DETAILS &
NOTES
ACTUAL MATERIAL WEIGHTS
BASIC WIND SPEED
CHECKED BY:
TGP
SPRINT LEASE AREA
75 MPH
2. STRUCTURAL STEEL:
01-04-02
PIPE - ASTM A53 TYPE E
OR S
GRADE B,
OR ASTM
A501.
ICE BRIDGE - PROVIDE A ZINC COATING
FOR
ALL
STEEL
STRUCTURE
REVISIONS:
APPROVALS:
SUBJECT:
DATE:
-------
FINISH - AFTER
FABRICATION
ACCORDING
TO
ASTM A123.
3. BUILDING FOUNDATION
SYSTEM:
THE SUBSURFACE REPORT WAS PROVIDED BY ETS GEOTECHNICAL ENVIRONMENTAL ENGINEERI
CONSULTANTS DATED SEPTEMBER 24, 1997.
REQUIRED BEARING CAPACITY -BLDG. FOOTINGS 1500 PSF
THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION.THE
CONTRACTOR SHALL PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER
IMMEDIATELY IF DEVIATION FROM PLANS EXIST.
THE SUBSURFACE REPORT IS NOT TO BE CONSIDERED AS A COMPLETE
RECORD OF THE EXISTING CONDITIONS AT THE SITE. THE CONTRACTOR
SHALL VERIFY ALL EXISTING SITE CONDITIONS, INCLUDING SUBSURFACE CONDITIONS.
THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNER PRIOR
TO SITE ENTRY FOR THE PURPOSE OF VERIFICATION OF EXISTING CONDITIONS.
FOUNDATION SUBGRADES SHALL BE HAND TRIMMED AND COMPACTED. ALL BACKFILL
TO BE COMPACTED TO 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH
ASTM D-1557.
GROUNDWATER WAS NOTED AT A DEPTH OF 14'-0" DURING DRILLING. GROUNDWATER
MAY BE PRESENT DURING ALL CONSTRUCTION/EXCAVATION AND PROVISIONS SHALL
BE MADE FOR DEWATERING.
4. CONCRETE WORK:
CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED BY A QUALIFIED CONCRETE
TESTING COMPANY. THE GENERAL CONTRACTOR SHALL PROVIDE THREE (3)
CYLINDER SAMPLES TAKEN PER TRUCK AND THE CONCRETE MUST MEET
A 4" SLUMP. THE GENERAL CONTRACTOR SHALL PROVIDE THREE (3) COPIES
OF TESTING RESULTS TO VERIZON WIRELESS. FAILURE TO PROVIDE WRITTEN
DOCUMENTATION WILL RESULT IN A DEDUCTION FROM THE CONTRACT. THE
CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY ADDITIONAL COSTS IN TESTING DUE
TO DELAYS BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS. USE
AIR ENTRAINMENT IN EXTERIOR SLABS.
SPECIFICATIONS - LATEST EDITION OF ACI -318 F'c = 4000 PSI
4" SLUMP - BLDG. FOUNDATION
MATERIALS - REINFORCING ASTM A615, GRADE 60
- ANCHOR BOLTS ASTM A307
REINFORCING COVERS - FOOTINGS
TOP 2"
BOTTOM/SIDES 3"
REINFORCING EMBEDMENT AND LAP SPLICES (INCHES)
REGULAR
BAR SIZE LD SPLICE
#4 12 20
#5 15 26
#6 18 31
#7 23 39
CHAMFER TOP CORNERS OF ALL FOUNDATIONS (1-)
5. BURIED CABLE LOCATIONS INFORMATION
CONTACT 48 HR. PRIOR TO DIGGING, GRADING, OR DRILLING 1-800-382-5544.
vmIIIIIIIII/n..
x osI rE
4Z
ARC 033917
+' STATE OF
`+ »ANP
venmmifle/ess
GLAUS PYLE SCHOMER BURNS & DEHAVEN INC.
GPD ASSOCIATES
2647 Waterfront Parkway East Dr. Suite ISO
Indianapolis, Indiana 46214
317-299-2996, Fax 317-293-1331
PROJE TIT E•
1
& HAZEL DEL CELL
SITE
CARMEL, INDIANA
DESIGN BY:
TTP
FOUNDATION DETAILS &
NOTES
DRAWN BY:
TTP
CHECKED BY:
TGP
SPRINT LEASE AREA
SHEET Not
DATE:
01-04-02
S ""' 1
OF
SCALE:
WORK ORDER No.
CGSA
AS NOTED
REVISIONS:
APPROVALS:
SUBJECT:
DATE:
-------
_7
MGR. LAND & BLOGS.DIRECTOR
- OPERATIONS
DIRECTOR - NETWORK SERVICE
GENERAL MANAGER
PRESIDENT