HomeMy WebLinkAbout2022.08.10_10069780_IN0448_HP Building_Modificaiton Drawings.pdfSTRUCTURE INFORMATION:
CODE COMPLIANCE:
STRUCTURE MAPPING:
STRUCTURE HEIGHT:
STRUCTURE LOCATION:
LAT.:
LONG.:
REFERENCED ANALYSIS:
ANALYSIS DATE:
WIND SPEEDS:
ICE THICKNESS:
STRUCTURE CLASS:
EXPOSURE CATEGORY:
TOPO CATEGORY:
GOVERNING CODES:
COUNTY:
CLIENT #: IN0448
FA #: 10069780
HP BUILDING
STREET ADDRESS:
CITY, STATE ZIP: INDIANAPOLIS, IN 46290
201 W. 103RD STREET
GPD/PROJ. #: 2022723.16.1539.04
110'-0" ROOFTOP PENTHOUSE
39° 55' 55.006"
-86° 09' 46.998"
HAMILTON
GPD/PROJ. #: 2022723.16.1539.02
01/28/2022
MOUNT TYPE: PENTHOUSE MOUNTED PIPE MOUNTS
QUALIFIED ENGINEERING SERVICES ARE AVAILABLE
FROM GPD TO ASSIST CONTRACTORS IN CLASS IV
RIGGING PLAN REVIEWS. FOR REQUESTING QUALIFIED
ENGINEERING SERVICES PLEASE CONTACT GPD AT
GPDMODS@GPDGROUP.COM.
SHEET INDEX:
T-01: TITLE SHEET
MI-01: MODIFICATION INSPECTION CHECKLIST
PROJECT CONTACTS:
USID #: 1539
N-01: PROJECT NOTES
TIA-222-G & 2014 INDIANA BUILDING CODE
115 MPH 3 SECOND GUST (ULTIMATE)
89 MPH 3 SECOND GUST (NOMINAL)
40 MPH 3 SECOND GUST (W/ ICE)
1"
II
C
1
S-01: ROOF PLAN & MODIFICATION SCHEDULE
S-02: MODIFICATION SECTIONS
S-03: ADDITIONAL SECTIONS
S-04: ADDITIONAL SECTIONS
S-04: ADDITIONAL SECTIONS
S-05: ADDITIONAL SECTIONS
S-06: ADDITIONAL SECTIONS
8/10/22
JOB NO.
ISSUED FOR:
PERMIT
8/10/22
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
MI-01
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
MODIFICATION INSPECTION
CHECKLIST
8/10/2022
-
-
-
MODIFICATION INSPECTION CHECKLIST
REQUIRED REPORT ITEM BRIEF DESCRIPTION
PRE-CONSTRUCTION
X MI CHECKLIST DRAWING THIS CHECKLIST SERVES AS A GUIDELINE FOR THE REQUIRED CONSTRUCTION DOCUMENTS AND INSPECTIONS
FOR THIS MODIFICATION
X EOR APPROVED SHOP DRAWINGS PRIOR TO FABRICATION, THE CONTRACTOR SHALL PROVIDE DETAILED ASSEMBLY DRAWINGS AND/OR SHOP
DRAWINGS TO THE EOR FOR APPROVAL.
X FABRICATION INSPECTION
A LETTER FROM THE FABRICATOR STATING THAT ALL FABRICATION (I.E. DRILLING, CUTTING, WELDING,
SHEARING, MILLING, GALVANIZING, ETC) HAS BEEN DONE ACCORDING TO INDUSTRY STANDARDS AND ALL
APPLICABLE ANSI/ASTM STANDARDS.
X FABRICATOR CERTIFIED WELD INSPECTION A CWI SHALL INSPECT ALL FABRICATION WELDS IN ACCORDANCE WITH AWS D1.1 AND A REPORT DETAILING
THE RESULTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.
X MATERIAL TEST REPORTS (MTR) MATERIAL TEST REPORTS SHALL BE PROVIDED FOR ALL MATERIAL USED. MTR'S SHALL BE PROVIDED TO THE
MI INSPECTOR FOR INCLUSION IN THE MI REPORT.
NA FABRICATOR NDE INSPECTION REPORT
CRITICAL SHOP WELDS THAT REQUIRE ADDITIONAL TESTING ARE NOTED WITHIN THE MODIFICATION
DRAWINGS. A CERTIFIED NDT INSPECTOR SHALL PERFORM NON-DESTRUCTIVE EXAMINATION ON ALL PJP, CJP,
AND FILLET WELDS >5/16” IN ACCORDANCE WITH AWS D1.1 AND A REPORT DETAILING THE RESULTS SHALL BE
PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.
NA NDE OF MONOPOLE BASE PLATE A NDE OF THE POLE TO BASE PLATE CONNECTION IS REQUIRED AND A WRITTEN REPORT SHALL BE PROVIDED
TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.
X PACKING SLIPS PACKING/SHIPPING LIST FOR ALL MATERIAL USED DURING CONSTRUCTION OF THE MODIFICATION SHALL BE
PROVIDED.
DURING CONSTRUCTION
8/10/22
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
N-01
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
PROJECT NOTES
8/10/2022
-
-
-
GENERAL NOTES
1. THIS DESIGN IS IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF ALL LOCALLY ADOPTED BUILDING
CODES. MATERIALS, FABRICATION, INSTALLATION, AND ALL OTHER SERVICES PROVIDED BY THE
CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS.
2. THIS DESIGN ASSUMES THE EXISTING STRUCTURE HAS BEEN WELL MAINTAINED, IS IN GOOD CONDITION, AND
IS WITHOUT DEFECT. BENT MEMBERS, CORRODED MEMBERS, LOOSE BOLTS, CRACKED WELDS AND OTHER
MEMBER DEFECTS HAVE NOT BEEN CONSIDERED. THIS DESIGN IS BEING PROVIDED WITHOUT THE BENEFIT OF
A CONDITION ASSESSMENT BY GPD.
3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING; ANY PROBLEMS WITH ACCESS, INTERFERENCE,
ETC. SHALL BE RESOLVED PRIOR TO MOBILIZATION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
NOTE ANY EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON THESE DRAWINGS OR THAT INTERFERE
WITH THE CONTINUOUS INSTALLATION OF THE MODIFICATIONS. CONTRACTOR SHALL NOTE ALL ATTACHMENT
POINTS, ANTENNAS, MOUNTS, COAX, LIGHTING, CLIMBING SUPPORTS, STEP BOLTS, PORT HOLES, AND ANY
OTHER APPURTENANCES IN THE REGION OF THE MODIFICATIONS. GPD SHALL BE CONTACTED IMMEDIATELY
TO EVALUATE THE SIGNIFICANCE OF ANY DEVIATION PRIOR TO ORDERING MATERIAL.
4. ALL MATERIAL SPECIFIED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANY MATERIAL
SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO ALTERED SIZES AND/OR STRENGTHS, MUST BE REVIEWED
BY THE OWNER AND ENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR
DETERMINING IF SUBSTITUTE IS SUITABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA.
DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE
NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE-DESIGN COSTS
AND COSTS TO SUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER.
5. CONTRACTOR IS RESPONSIBLE FOR ENGAGING A MODIFICATION INSPECTOR AT THE TIME OF AWARD TO
COORDINATE AN INSPECTION SCHEDULE AND ENSURE PROPER DOCUMENTATION IS RETAINED THROUGHOUT
THE PROJECT. REFER TO SHEET MI-01 FOR MODIFICATION INSPECTION CHECKLIST.
6. SPECIAL INSPECTIONS: UNLESS OTHERWISE SPECIFIED WITHIN THE PLANS OR REQUIRED BY THE BUILDING
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
S-01
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
ROOFTOP PLAN &
MODIFICATION SCHEDULE
8/10/2022
-
-
-
8/10/22
MODIFICATION SCHEDULE
MEMBER TYPE ELEVATION EXISTING MEMBER NEW MEMBER REFERENCE
DETAIL/SHEET NOTES
EXISTING
MOUNTS VARIES
VARIES (ALL SECTORS) - -
REMOVE THE EXISTING ANTENNA MOUNTS AND ALL
ASSOCIATED HARDWARE FROM THE BUILDING.
COORDINATE WITH CARRIER.
NEW ALPHA
SECTOR
MOUNTS
92'-0"± -
(2) P2.5 STD PIPE
MOUNTS W/ HSS
STANDOFFS
SHEET S-02 INSTALL NEW ANTENNA PIPE MOUNTS WITH NEW HSS
STANDOFF ASSEMBLIES.
103'-0"±
-
(1) P2.5 STD PIPE
MOUNTS W/ ANGLE
STANDOFF
SHEET S-03 INSTALL A NEW ANTENNA PIPE MOUNT WITH A NEW ANGLE
STANDOFF ASSEMBLY.
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
S-02
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
MODIFICATION SECTIONS
8/10/2022
-
-
-
8/10/22
S-02 SCALE: 1/2" = 1'-0"
A HSS STANDOFF ELEVATION
B
S-02
6" 5'-0" 2'-6"
8'-0"
6" 1'-0" 3'-0" 1'-0"
6'-0"
TYP.
EXISTING W12x96
COLUMN
NEW L5x3x1/4 (LLV)
BRACING BETWEEN NEW
PIPE MOUNTS (TYP.)
NEW HSS STANDOFF
ASSEMBLY (TYP. OF 2),
SEE SECTION B/S-02
NEW P2.5 STD PIPE
MOUNT (TYP. OF 2)
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.), INNER
DIAMETER TO MATCH
OUTER DIAMETER OF
PIPE MOUNT +1/8"
1'-0"
C
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
S-03
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
ADDITIONAL SECTIONS
8/10/2022
-
-
-
8/10/22
S-03 SCALE: 1/2" = 1'-0"
E ANGLE STANDOFF ELEVATION
G
S-03
TYP.
EXISTING C9x13.4
COLUMN
NEW L5x3x1/4 (LLV)
BRACING BETWEEN NEW
PIPE MOUNTS (TYP.)
NEW L5x3x1/4 (LLV)
STANDOFF (TYP.)
NEW P2.5 STD PIPE
MOUNT
NEW P2.5 STD PIPE
MOUNT (TYP. OF 2)
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.), INNER
DIAMETER TO MATCH
OUTER DIAMETER OF
PIPE MOUNT +1/8"
EXISTING C9x13.4
COLUMN
DRILL 9/16"Ø HOLES
IN ANGLE FOR NEW
U-BOLTS (TYP.)
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
S-04
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
ADDITIONAL SECTIONS
8/10/2022
-
-
-
8/10/22
S-04 SCALE: 3/4" = 1'-0"
J BETA SECTOR ELEVATION
S-04 SCALE: 3/4" = 1'-0"
K SECTION
5'-11"
EXISTING W-SHAPE
COLUMN
NEW P2.5 STD MOUNT
PIPE (TYP. OF 3)
NEW L3x3x3/8
HORIZONTAL
BRACING (TYP.)
NEW L3x3x3/8 CLIP
ANGLE (TYP. OF 4)
NEW 1/2"Ø BOLT
ASSEMBLY, LENGTH AS
REQUIRED (TYP. OF 8)
DRILL 9/16"Ø HOLES FOR
ALL NEW BOLTS
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP. OF 2
PER PIPE)
K
S-04
EXISTING W-SHAPE
COLUMN
8/10/22
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
S-05
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
ADDITIONAL SECTIONS
8/10/2022
-
-
-
S-05 SCALE: 3/4" = 1'-0"
M GAMMA SECTOR ELEVATION
S-05 SCALE: 1/2" = 1'-0"
N SECTION
S-05 SCALE: 1/2" = 1'-0"
O SECTION
8'-0"
1'-4" 9"
(F.V.)
(F.V.)
4 1/2"
TYP.
2'-0" MAX.
(F.V., TYP.)
3'-0" 2'-0"
8'-11"±
(F.V.)
7/8"
TYP.
N
S-05
N
S-05
P
S-06
EXISTING METAL SIDING
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
S-06
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
ADDITIONAL SECTIONS
8/10/2022
-
-
-
8/10/22
S-06 SCALE: 3" = 1'-0"
Q SECTION
S-06 SCALE: 3" = 1'-0"
P SECTION
1/4"
MAX.
G*
Q
S-06
EXISTING C9x13.4
FIELD DRILL 9/16"Ø HOLE
IN ANGLE FOR NEW
BOLT ASSEMBLY (TYP.)
DRILL 9/16"Ø HOLE IN
ANGLE FOR NEW BOLT
ASSEMBLY (TYP.)
NEW C6x13 (TYP.)
NEW L3-1/2x3-1/2x3/8
CLIP ANGLE (TYP.)
EXISTING C9x13.4
DRILL 9/16"Ø HOLE IN
ANGLE FOR NEW BOLT
ASSEMBLY (TYP.)
NEW C6x13 (TYP.)
NEW L3-1/2x3-1/2x3/8
CLIP ANGLE (TYP.)
*SEE WORKABLE GAGE
NOTE: SCHEDULE ON SHEET N-01
1. ALL FIELD DRILLED HOLES SHALL BE
SOLVENT CLEANED AND TOUCHED UP
WITH TWO COATS OF BRUSH APPLIED ZRC
ZINC RICH COLD GALVANIZING PAINT.
*SEE WORKABLE GAGE SCHEDULE ON
SHEET N-01
NEW 1/4 THICK
STIFFENER (TYP.), SEE
SECTION R/S-06
NEW 1/4 THICK
STIFFENER (TYP.), SEE
DETAIL
EQ. 2 5/8" EQ.
EQ. 2 5/8" EQ.
4 3/8"
4 1/2" G*
R
S-06
S-06 SCALE: 3" = 1'-0"
R SECTION
NEW L3-1/2x3-1/2x3/8
CLIP ANGLE (TYP.)
*SEE WORKABLE GAGE
SCHEDULE ON SHEET N-01
NEW 1/4 THICK
STIFFENER (TYP.)
2 15/16"
2 15/16"
1/2"
7/8"
1/2"
3/16
3/16 STIFFENER
TO CLIP
ANGLE
TYP.
AND DRY WALL(REMOVE
4"x4" SQUARE SECTIONS OF
SIDING AS REQUIRED FOR
INSTALLATION OF ANGLES)
EXISTING OVERHEAD
FRAMING (TYP.)
EXISTING GRANITE
WALL CLADDING
NEW L3x3x1/4
TYPICAL OF ALL
U.N.O. (TYP.)
EXISTING C9x13.4
FIELD DRILL 9/16"Ø
HOLE IN ANGLE FOR
NEW BOLT ASSEMBLY
(TYP.)
NEW P2.5 STD PIPE
MOUNT (TYP.)
NEW 1/2"Ø U-BOLT
CONNECTION. INSIDE
DIAMETER OF U-BOLT
SHALL MATCH OUTSIDE
DIAMETER OF PIPE
(TYP.)
NEW L3x3x1/4 AT TOP &
BOTTOM OF PIPE
MOUNTS, SEE SECTION
FIELD DRILL 9/16"Ø HOLE
IN ANGLE FOR NEW
BOLT ASSEMBLY (TYP.)
FIELD DRILL 9/16"Ø
HOLE IN ANGLE FOR
NEW U-BOLT
ASSEMBLY (TYP.)
1/2"Ø BOLT ASSEMBLY
(TYP.), LENGTH AS
REQUIRED (F.V.)
EXISTING C9x13.4
(TYP.)
EXISTING STUDS (F.V.
SIZE AND LOCATIONS)
EXISTING METAL SIDING
AND DRY WALL(REMOVE
4"x4" SQUARE SECTIONS
OF SIDING AS REQUIRED
FOR INSTALLATION OF
ANGLES)
NEW L3x3x1/4
TYPICAL OF ALL
U.N.O. (TYP.)
NEW P2.5 STD PIPE
MOUNT (TYP.)
NEW 1/2"Ø U-BOLT
CONNECTION. INSIDE
DIAMETER OF U-BOLT
SHALL MATCH OUTSIDE
DIAMETER OF PIPE
(TYP.)
NEW C6x13 (TYP.)
FIELD DRILL 9/16"Ø
HOLE IN ANGLE FOR
NEW BOLT ASSEMBLY
(TYP.)
NEW L3x3x1/4 (TYP.)
NEW P2.5 STD PIPE
MOUNT (TYP.)
NEW 1/2"Ø U-BOLT
CONNECTION. INSIDE
DIAMETER OF U-BOLT
SHALL MATCH OUTSIDE
DIAMETER OF PIPE
(TYP.)
NEW C6x13 (TYP.)
NOTE:
1. ALL FIELD DRILLED HOLES SHALL BE
SOLVENT CLEANED AND TOUCHED UP WITH
TWO COATS OF BRUSH APPLIED ZRC ZINC
RICH COLD GALVANIZING PAINT.
*SEE WORKABLE GAGE SCHEDULE ON SHEET
N-01
G*
TYP.
NOTE:
1. CONTRACTOR SHALL INSTALL WATERPROOFING AND
REPAIR ANY DAMAGED ROOFING MATERIAL. SEE NOTES
ON SHEET N-01.
2. ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED
AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED
ZRC ZINC RICH COLD GALVANIZING PAINT.
3. CONTRACTOR SHALL AVOID INTERFERENCE WITH STUDS,
NOTIFY EOR IF STANDOFF SPACING NEEDS TO CHANGE
4. CONTRACTOR SHALL INSTALL WATERPROOFING AT ALL
LOCATION WHERE THE PROPOSED DESIGN PENETRATES
THE EXISTING WALL FINISH, COORDINATE WITH BUILDING
OWNER AND DANCO ROOFING SERVICES INC., SEE
ADDITIONAL ROOFING NOTES ON SHEET N-01
DANCO ROOFING INC
ERIC ESTELLE
1437 SOUTHEASTERN AVENUE
INDIANAPOLIS, IN 46201
(317)252-0022
INSTALL TAPERED
WASHERS TO
INSTALL THE NEW
BOLT ASSEMBLIES
(F.V. REQUIRED
TAPER, TYP.)
3"
MIN.
(TYP.)
11 1/2" 3"
9" 1'-9 3/16"
O
S-05
5'-6"
3" 3'-0" 2'-0" 3"
2'-4 3/4"
(TYP.)
O
S-05
NOTE:
1. ALL FIELD DRILLED HOLES SHALL BE
SOLVENT CLEANED AND TOUCHED UP WITH
TWO COATS OF BRUSH APPLIED ZRC ZINC
RICH COLD GALVANIZING PAINT.
NEW L3x3x3/8
HORIZONTAL
BRACING (TYP.)
NEW L3x3x3/8 CLIP
ANGLE (TYP. OF 4)
NEW 1/2"Ø BOLT
ASSEMBLY, LENGTH
AS REQUIRED (TYP.
OF 8)
DRILL 9/16"Ø HOLES
FOR ALL NEW BOLTS
(TYP.)
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.
OF 2 PER PIPE)
L
S-04
TYP.
S-04 SCALE: 3" = 1'-0"
L SECTION
NEW L3x3x3/8
HORIZONTAL
BRACING (TYP.)
NEW L3x3x3/8 CLIP
ANGLE (TYP. OF 4)
NEW 1/2"Ø BOLT
ASSEMBLY, LENGTH AS
REQUIRED (TYP.)
DRILL 9/16"Ø HOLES FOR
ALL NEW BOLTS (TYP.)
NEW P2.5 STD
MOUNT PIPE (TYP.
OF 3)
3'-0 3/4"
3 1/2"
G* G*
G*
* SEE WORKABLE GAGES
SCHEDULE ON SHEET N-01
* SEE WORKABLE GAGES
SCHEDULE ON SHEET N-01
NOTES:
1. EXISTING MOUNT PIPE TO BE REMOVED NOT SHOWN FOR
DETAIL CLARITY.
2. FIELD VERIFY AND MATCH THE ELEVATION OF THE NEW TOP
ANGLE BRACING WITH THE EXISTING TOP ANGLE HORIZONTAL
BRACING IN BETA SECTOR THAT IS BEING REMOVED.
3"
3"
1'-0 3/16" G*
(F.V.)
1'-0 11/16" G*
(F.V.)
4 1/2"
1'-4" 2'-0"
8'-0"
℄
EXISTING PENTHOUSE
WALL
FIELD DRILL 9/16"Ø
HOLES IN W-SHAPE
FOR NEW BOLTS (TYP.)
NEW L5x3x1/4 (LLV)
BRACING BETWEEN
NEW PIPE MOUNTS
(TYP.)
NEW 1/2"Ø BOLT
ASSEMBLY (TYP.),
LENGTH AS REQUIRED
(F.V.)
FIELD DRILL 9/16"Ø
HOLES IN CHANEL
FOR NEW BOLTS
(TYP.)
S-03 SCALE: 1-1/2" = 1'-0"
G SECTION
4'-8" 1'-4" 2'-0"
8'-0"
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.),
INNER DIAMETER TO
MATCH OUTER
DIAMETER OF PIPE
MOUNT +1/8"
NEW 1/2"Ø BOLT
ASSEMBLY (TYP.),
LENGTH AS REQUIRED
(F.V.)
FIELD DRILL 9/16"Ø
HOLES IN CHANNEL
FOR NEW BOLTS
(TYP.)
2 1/4" 4 1/2" 2 1/4"
3" 2'-0" 4 1/2"
2'-7 1/2"
1'-6"
1'-10 1/2"
NEW L3x3x1/4
VERTICAL BRACING
(TYP.)
NEW L3x3x1/4
VERTICAL BRACING
(TYP.)
1'-10 1/2"
G*
TYP.
G*
TYP.
NOTES:
1. DETAIL IS TYPICAL FOR THE MOUNT AT
ANTENNA POSITION B3.
S-03 SCALE: 1/2" = 1'-0"
F ANGLE STANDOFF ELEVATION
G
S-03
TYP.
EXISTING C9x13.4
COLUMN
NEW L5x3x1/4 (LLV)
BRACING BETWEEN NEW
PIPE MOUNTS (TYP.)
NEW L5x3x1/4 (LLV)
STANDOFF (TYP.)
NEW P2.5 STD PIPE
MOUNT
4'-8" 1'-4" 2'-0"
8'-0"
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.),
INNER DIAMETER TO
MATCH OUTER
DIAMETER OF PIPE
MOUNT +1/8"
NEW 1/2"Ø BOLT
ASSEMBLY (TYP.),
LENGTH AS REQUIRED
(F.V.)
FIELD DRILL 9/16"Ø
HOLES IN CHANNEL
FOR NEW BOLTS
(TYP.)
1'-6"
1'-10 1/2"
NEW L3x3x1/4
VERTICAL BRACING
(TYP.)
G*
TYP.
NOTES:
1. DETAIL IS TYPICAL FOR THE MOUNT AT
ANTENNA POSITION A3 & G3.
EXISTING METAL SIDING
AND DRY WALL(REMOVE
4"x4" SQUARE SECTIONS
OF SIDING AS REQUIRED
FOR INSTALLATION OF
ANGLES)
NOTES:
1. ALL EXPOSED STEEL SHALL BE SOLVENT CLEANED AND
TOUCHED UP WITH TWO COATS OF BRUSH APPLIED
ZRC ZINC RICH COLD GALVANIZING COMPOUND.
FIELD DRILL 9/16"Ø
HOLES IN CHANNEL
FOR NEW VERTICAL
BOLTS (TYP.)
H
S-03
TYP.
H
S-03
TYP.
S-03 SCALE: 1-1/2" = 1'-0"
H SECTION
1 3/4" 2"
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.),
INNER DIAMETER TO
MATCH OUTER
DIAMETER OF PIPE
MOUNT +1/8"
NEW L5x3x1/4 (LLV)
BRACING
DRILL 9/16"Ø HOLES
IN ANGLE FOR NEW
U-BOLTS (TYP.)
NEW P2.5 STD PIPE
MOUNT
S-02
D
S-02
1'-0"
(F.V.)
3" 1'-0" 3"
1'-6"
EQ.
(F.V.)
EQ.
(F.V.)
NEW P2.5 STD PIPE
MOUNT (TYP. OF 2)
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.), INNER
DIAMETER TO MATCH
OUTER DIAMETER OF
PIPE MOUNT +1/8"
EXISTING W12x96
COLUMN
NEW HSS2.5x2.5x1/4
STANDOFF
DRILL 9/16"Ø HOLES IN
ANGLE FOR NEW
U-BOLTS (TYP.)
NEW L5x3x1/4 (LLV)
BRACING BETWEEN NEW
PIPE MOUNTS (TYP.)
NEW 1/2"Ø BOLT
ASSEMBLY (TYP.),
LENGTH AS REQUIRED
(F.V.)
FIELD DRILL 9/16"Ø
HOLES IN W-SHAPE
FOR NEW BOLTS
(TYP.)
S-02 SCALE: 1-1/2" = 1'-0"
B SECTION
S-02 SCALE: 3" = 1'-0"
D SECTION
6 1/2"
1 9/16" 3 3/8" 1 9/16"
6 1/2"
1 1/4" 4" 1 1/4"
NEW HSS2.5x2.5x1/4
STANDOFF CENTERED
ON PLATE
NEW 1/2"Ø U-BOLT
ASSEMBLY (TYP.), INNER
DIAMETER TO MATCH
OUTER OF PIPE MOUNT
+1/8"
DRILL 9/16"Ø HOLES
IN PLATE FOR NEW
U-BOLTS (TYP.)
1/4
HSS TO
PLATE
NEW 1/2" THICK PLATE
S-02 SCALE: 3" = 1'-0"
C SECTION
NEW HSS2.5x2.5x1/4
STANDOFF CENTERED
ON PLATE
NEW 1/2"Ø BOLT
ASSEMBLY (TYP.),
LENGTH AS REQUIRED
(F.V.)
DRILL 9/16"Ø HOLES
IN PLATE FOR NEW
BOLTS (TYP.)
1/4
HSS TO
PLATE
NEW 1/2" THICK PLATE
7"
1 1/2" 4" 1 1/2"
7"
1 1/2" 4" 1 1/2"
NOTES:
1. DETAIL IS TYPICAL FOR THE MOUNTS AT
ANTENNA POSITIONS A1 AND A2.
NOTES:
1. ALL EXPOSED STEEL SHALL BE SOLVENT
CLEANED AND TOUCHED UP WITH TWO COATS
OF BRUSH APPLIED ZRC ZINC RICH COLD
GALVANIZING COMPOUND.
2. NOTIFY EOR IF MORE THAN 1'-0" STANDOFF IS
REQUIRED TO CLEAR ARCHITECTURAL FINISH
PRIOR TO FABRICATION.
H
S-03 TYP.
NEW BETA
SECTOR
MOUNTS
-
(3) P2.5 STD PIPE
MOUNTS W/ ANGLE
STANDOFF
SHEET S-04 INSTALL NEW ANTENNA PIPE MOUNTS AND AN RRU PIPE
MOUNT ON A NEW ANGLE STANDOFF ASSEMBLY.
-
(1) P2.5 STD PIPE
MOUNTS W/ ANGLE
STANDOFF
SHEET S-03 INSTALL A NEW ANTENNA PIPE MOUNT WITH A NEW ANGLE
STANDOFF ASSEMBLY.
NEW GAMMA
SECTOR
MOUNTS
-
(3) P2.5 STD PIPE
MOUNTS W/ ANGLE
STANDOFF
SHEET S-05 &
S-06
INSTALL NEW ANTENNA PIPE MOUNTS AND AN RRU PIPE
MOUNT ON A NEW ANGLE STANDOFF ASSEMBLY.
-
(1) P2.5 STD PIPE
MOUNTS W/ ANGLE
STANDOFF
SHEET S-03 INSTALL A NEW ANTENNA PIPE MOUNT WITH A NEW ANGLE
STANDOFF ASSEMBLY.
BETA
SECTOR
GAMMA
SECTOR
N.T.S.
ROOFTOP PLAN
EXISTING
ROOFTOP
NOTES:
1. ALL MATERIAL REMOVED FROM THE EXISTING STRUCTURE SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE.
2. REFERENCE THE CONSTRUCTION DRAWINGS BY GPD GROUP (JOB #: 2022723.16.1539.04 Rev. A, REDLINED 8/4/22)
3. CONTRACTOR SHALL INSTALL WATERPROOFING AT ALL LOCATION WHERE THE PROPOSED DESIGN PENETRATES THE EXISTING WALL FINISH,
COORDINATE WITH BUILDING OWNER AND DANCO ROOFING SERVICES INC., SEE ADDITIONAL ROOFING NOTES ON SHEET N-01
DANCO ROOFING INC
ERIC ESTELLE
1437 SOUTHEASTERN AVENUE
INDIANAPOLIS, IN 46201
(317) 252-0022
EXISTING
PENTHOUSE
NORTH
REMOVE AND REPLACE
EXISTING GAMMA SECTOR
MOUNT WITH NEW
(MOUNTS G1 & G2), SEE
SECTION J/S-05
ALPHA
SECTOR
A
S-02
A
S-02
INSTALL NEW STANDOFF
MOUNTS TO THE
EXISTING W-SHAPE
COLUMNS (MOUNTS A1 &
A2), SEE SECTION A/S-02
INSTALL A NEW
STANDOFF MOUNT TO
THE EXISTING CHANNEL
(MOUNT A3), SEE
SECTION E/S-03
INSTALL A NEW
STANDOFF MOUNT TO
THE EXISTING CHANNEL
(MOUNT G3), SEE
SECTION F/S-03
4'-6"±
(F.V.)
M
S-05
F
S-03
F
S-03
9'-0"±
(F.V.)
INSTALL A NEW
STANDOFF MOUNT TO
THE EXISTING CHANNEL
(MOUNT B3), SEE
SECTION E/S-03
INSTALL NEW STANDOFF
MOUNTS TO THE
EXISTING W-SHAPE
COLUMNS (MOUNTS B1 &
B2), SEE SECTION J/S-04
E
S-03
J
S-04
OFFICIAL, SPECIAL INSPECTIONS AND TESTS ARE NOT REQUIRED FOR GROUP U OCCUPANCIES, BUT NOT
LIMITED TO, THOSE LISTED IN SECTION 312.1 (IBC SECTION 1704.2, EXCEPTION 2). CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING IF ANY SPECIAL INSPECTIONS ARE REQUIRED BY THE JURISDICTION HAVING
AUTHORITY. IF REQUIRED BY THE JURISDICTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COORDINATION AND SCHEDULING OF THE SPECIAL INSPECTIONS WITH THE ENGINEER OF RECORD. IN THOSE
CASES, SPECIAL INSPECTIONS MUST BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL.
7. INSTALLATION OF THE PROPOSED LOADING IS BY OTHERS AND IS BEYOND THE SCOPE OF THESE DRAWINGS.
8. ALL CONTRACTORS AND LOWER TIER CONTRACTORS MUST ACKNOWLEDGE IN WRITING TO THE OWNER AND
GPD THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW THE OWNER STANDARDS OF PRACTICE,
CONSTRUCTION GUIDELINES, ALL SITE AND TOWER SAFETY PROCEDURES, ALL PRODUCT LIMITATIONS AND
INSTALLATION PROCEDURES USED ON SITE, AND PROPOSED MODIFICATIONS DESCRIBED. RECEIPT OF
ACKNOWLEDGMENT MUST OCCUR PRIOR TO BEGINNING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO PROVIDE THIS DOCUMENTATION FOR THE OWNER AND GPD ON COMPANY LETTERHEAD AND
IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM LOWER TIER
SUBCONTRACTORS (ON SUBCONTRACTOR LETTERHEAD) AND DELIVER IT TO THE OWNER AND GPD.
9. STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS SHALL BE ACCOMPLISHED BY
KNOWLEDGEABLE WORKMEN WITH CONSTRUCTION EXPERIENCE. THE CONTRACTOR SHALL SUBMIT
CERTIFICATIONS TO THE OWNER AND ENGINEER.
10. CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER AS TO PROTECT THE EXISTING AND ADJACENT
STRUCTURES AND SHALL BE RESPONSIBLE TO PROPERLY REPAIR ANY DAMAGE THAT OCCURS AS A RESULT
OF THE WORK.
11. CEASE OPERATIONS AND NOTIFY OWNER AND ENGINEER IMMEDIATELY IF THE SAFETY OR INTEGRITY OF THE
STRUCTURE APPEARS TO BE ENDANGERED. PROPERLY BRACE AND SUPPORT STRUCTURE BEFORE
RESUMING OPERATIONS.
12. DO NOT CUT OR ALTER ANY STRUCTURAL MEMBERS WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER
UNLESS INDICATED ON THE STRUCTURAL DRAWINGS.
13. THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. ANY TECHNIQUES OR PROCEDURES
IMPLIED BY THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE SUGGESTIONS ONLY. THE CONTRACTOR
SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
METHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES.
14. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THEIR WORK
FORCE, THE WORK AREA, ADJACENT AREA, AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE
WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW AND ABIDE BY ALL OWNER, PRIME
CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDELINES. ALL WORKERS SHALL UTILIZE APPROPRIATE
FALL PROTECTION AND SAFETY EQUIPMENT THAT IS UP-TO-DATE AND INSPECTED PER OSHA AND INDUSTRY
GUIDELINES. ALL WORKERS SHALL BE TRAINED AND MONITORED TO ENSURE SAFE WORKING PRACTICES ARE
MAINTAINED.
15. CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING ALL COAX, T-BRACKETS, ANTENNA MOUNTS,
AND ANY OTHER APPURTENANCE THAT MAY INTERFERE WITH THE MODIFICATIONS. ALL APPURTENANCES
MUST BE REPLACED AND/OR RESTORED TO ITS ORIGINAL LOCATION. SOME ATTACHMENTS MAY REQUIRE
CUSTOM MODIFICATIONS TO PROPERLY FIT THE MODIFIED REGION OF THE STRUCTURE. THESE
CUSTOMIZATIONS ARE DESIGNED BY OTHERS AND MUST BE APPROVED BY THE ENGINEER PRIOR TO
REMOVING SUCH ATTACHMENTS. ANY CARRIER DOWNTIME MUST BE COORDINATED WITH THE OWNER IN
WRITING.
16. CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE OWNER'S PROPERTY OR LEASE AREA AND
APPROVED EASEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE
BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY WORK OUTSIDE THESE
BOUNDARIES SHALL BE APPROVED IN WRITING BY THE LAND OWNER PRIOR TO MOBILIZATION.
CONSTRUCTION STAKING AND BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR.
17. THE STRUCTURAL INTEGRITY OF THIS DESIGN EXTENDS TO THE COMPLETE CONDITION ONLY. THE
CONTRACTOR MUST BE COGNIZANT THAT THE REMOVAL OF ANY STRUCTURAL COMPONENT HAS THE
POTENTIAL TO CAUSE THE PARTIAL OR COMPLETE COLLAPSE OF THE STRUCTURE. ALL NECESSARY
PRECAUTIONS MUST BE TAKEN TO ENSURE THE STRUCTURAL INTEGRITY, INCLUDING, BUT NOT LIMITED TO,
ENGINEERING ASSESSMENT OF CONSTRUCTION STRESSES WITH INSTALLATION MAXIMUM WIND SPEED
AND/OR TEMPORARY BRACING AND SHORING.
18. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY LOCAL SHORING, TEMPORARY GLOBAL SHORING, AND
ALL SHORING OF SURROUNDING BUILDINGS, PADS, AND OTHER OUTDOOR SITE OBSTRUCTIONS. ALL
SHORING, TEMPORARY BRACING, AND TEMPORARY SUPPORTS ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
19. FAA/FCC FILING AND LIGHTING MAY BE REQUIRED. ALL GOVERNMENTAL REGULATORY DETERMINATIONS AND
FILINGS BY OTHERS, NOT GPD.
20. CONTRACTOR SHALL TAKE NECESSARY ACTIONS TO PROVIDE SAFE WORKING CONDITIONS INCLUDING, BUT
NOT LIMITED TO, HAVING ANY FM SIGNALS TURNED OFF. CONTRACTOR SHALL HAVE PROPER RADMAN FOR
NOTIFICATION OF EXCESSIVE RF EXPOSURE FOR ALL INDIVIDUALS WORKING ON SITE IF FM ANTENNAS ARE
PRESENT. CONTRACTOR SHALL BE AWARE OF RF WARNING SIGNS AND TAKE PROPER PRECAUTIONS.
21. ALL MANUFACTURERS HARDWARE AND ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY. DEVIATION
FROM THE INSTRUCTIONS IS UNACCEPTABLE AND REQUIRES WRITTEN APPROVAL FROM ENGINEER.
22. DO NOT SCALE DRAWINGS.
23. ROOFTOP ACCESS, CLIMBING FACILITIES, SAFETY CLIMB AND ALL ASSOCIATED HARDWARE SHALL NOT BE
IMPEDED OR MODIFIED WITHOUT THE WRITTEN CONSENT OF GPD.
24. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS DONE AT THE RISK OF THE GC AND/OR
FABRICATOR.
25. IMPROPER FIT-UP OF NEW BOLTED HARDWARE DUE TO OVERSIZED , DOUBLE-PUNCHED, OR SLOTTED HOLES
FOUND ON THE EXISTING STRUCTURE SHALL BE REPORTED TO GPD AND THE TOWER OWNER IMMEDIATELY.
INSTALLATION OF SUCH HARDWARE WILL NOT BE ACCEPTABLE AND ALL COSTS ASSOCIATED WITH
REMEDYING THE INSTALLATION WILL BE THE RESPONSIBILITY OF THE GC.
STRUCTURAL STEEL NOTES
1. ALL NEW STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123, ASTM A153/A153M, OR ASTM A653 G90, AS
APPLICABLE FOR FULL WEATHER PROTECTION. FOR HIGH STRENGTH STEEL FASTENERS WHERE HOT-DIPPED
GALVANIZING IS NOT PERMITTED MAGNI 565 COATING (OR ENGINEER APPROVED EQUIVALENT) SHALL BE
USED. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING STEEL AND/OR BUILDING
MATERIAL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROTECT STEEL BY ANY OTHER MEANS.
2. ALL EXPOSED STRUCTURAL STEEL AS THE RESULT OF THIS SCOPE OF WORK INCLUDING, BUT NOT LIMITED
TO, DAMAGED MEMBERS, FIELD WELDS, FIELD CUT MEMBERS, FIELD DRILLED HOLES, AND SHAFT INTERIORS
(WHERE APPLICABLE), SHALL BE SOLVENT CLEANED AND HAVE TWO (2) COATS OF BRUSHED ON ZRC ZINC
RICH COLD GALVANIZING PAINT APPLIED AND SHALL BE PAINTED TO MATCH THE TOWER FINISH (WHERE
APPLICABLE). PHOTO DOCUMENTATION IS REQUIRED TO BE SUBMITTED TO THE MODIFICATION INSPECTOR.
3. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LISTED REQUIREMENTS U.N.O. IN THESE DRAWINGS:
· STEEL ANGLE: ASTM A572 (Fy=50 KSI)
· SOLID ROUND: ASTM A36 (FY=36 KSI)
· PIPE (ROUND): ASTM A53 GRADE B (Fy=35 KSI)
· HSS TUBE (ROUND): ASTM A500 GRADE C (Fy=46 KSI)
· HSS TUBE (SQUARE): ASTM A500 GRADE C (Fy=50 KSI)
· W-SHAPES: ASTM A992 (Fy=50 KSI)
· CHANNELS: ASTM A572 GRADE 50(Fy=50 KSI)
or ASTM A529 (Fy=50 KSI)
· PLATE: ASTM A572 GRADE 50 (Fy=50KSI)
· ANCHOR RODS: ASTM A193 GRADE B7
· ALL THREADED ROD ASTM A307 GRADE A
· BOLTS: ASTM A325 TYPE 1
· U-BOLTS: ASTM A307 GRADE A
· NUTS: ASTM A563 GRADE DH
· NUTS (ANCHOR RODS): ASTM A194 GRADE 2H
· WASHERS (AS REQUIRED): ASTM F436 TYPE 1
· LOCKING DEVICES: PAL-NUT OR SPLIT WASHER
· WELDING ELECTRODES, SMAW: E70XX
· WELDING ELECTRODES, FCAW: E7XT-XX
4. ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKING
DEVICES TO BE INSTALLED.
5. ALL BOLTS, INCLUDING U-BOLTS, SHALL BE TIGHTENED IN ACCORDANCE WITH AISC "SNUG TIGHT"
REQUIREMENTS, U.N.O.
6. ALL U-BOLTS SPECIFIED SHALL MEET THE REQUIREMENTS OF ASME B18.31.5-2011 BENT BOLTS.
7. ALL NEW BOLT ASSEMBLIES SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE END OF THE BOLT IS FLUSH
WITH, OR PROTRUDES BEYOND, THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETE.
8. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FOR REVIEW PRIOR TO
FABRICATION.
9. UNLESS NOTED OTHERWISE, ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORK LINES AND
NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE.
10. WELDING OF ANY KIND IS NOT PERMITTED ON SITE UNLESS SPECIFIED WITHIN THESE DRAWINGS. OXY FUEL
GAS WELDING OR BRAZING IS STRICTLY PROHIBITED. SPECIFICALLY, NO TORCH CUTTING OR OPEN FLAME IS
PERMITTED ON SITE. ALL HOLES SHALL BE CUT WITH A GRINDER.
ROOFING NOTES
1. THE SUBCONTRACTOR SHALL REPAIR ALL EXISTING FLOOR, ROOF, CEILING, AND WALL SURFACES AND
FINISHING DISTURBED DURING CONSTRUCTION. ALL EXTERIOR FINISHES ARE REQUIRED TO RESULT IN A
SMOOTH FINISH TO MATCH THE EXISTING CONDITIONS TO THE SATISFACTION OF THE OWNER.
2. PENETRATION OF THE ROOF MEMBRANE IS PROHIBITED EXCEPT WHERE DESIGNED AND WITH THE APPROVAL
OF THE BUILDING OWNER OR MANAGEMENT. COORDINATE MEMBRANE REPLACEMENT AND/OR REPAIR WITH
THE OWNER'S ROOFING CONSULTANT TO MAINTAIN EXISTING WARRANTY.
3. ROOFTOP HAS A SLIGHT SLOPE TOWARDS EXISTING ROOF DRAINS. ALL EXISTING ROOF DRAINS & ROOF
DRAINING PATTERNS SHALL NOT BE OBSTRUCTED OR DISTURBED (VERIFY IN FIELD). ANTENNA FRAMES AND
STRUCTURE SHALL BE PLUMB & LEVEL (SHIM AS REQUIRED).
ALLOWABLE ANGLE COPE
L
1.5xL
MAX.
BOLT HOLE
DO NOT COPE
BEYOND THIS LINE
COPED
ANGLE
COPED
ANGLE
LEG 4
WORKABLE GAGES
3-1/2 3 2-1/2 2 1-3/4
G 2-1/2 2 1-3/4 1-3/8 1-1/8 1
"G"
-DIMENSIONS GIVEN IN
INCHES
-MATCH EXISTING WHEN
APPLICABLE
-DIMENSIONS GIVEN IN INCHES
BOLT
DIAMETER
STANDARD
HOLE
BOLT SCHEDULE
9/16
11/16
13/16
1/2
3/4
1-1/8
15/16
SHORT SLOT
9/16x11/16
11/16x7/8
13/16x1
1-1/8x1-5/16
15/16x1-1/8
MIN. EDGE
DISTANCE
5/8
7/8
1
C-C SPACING
7/8
1-1/8
1-1/4
1-3/4
1-1/2
1-1/2
1-7/8
2-1/4
3
2-5/8
-SHORT SLOT HOLES SHALL ONLY
BE USED WHEN DEPICTED ON
THE PLANS
5
3
HEAVY HEX
NUT
LOCK
WASHER NEW/EXISTING
CONNECTED
MEMBERS
STRUCTURAL
BOLT
TYPICAL BOLT ASSEMBLY
C-C SPACING MIN. EDGE
DISTANCE
TYPICAL STITCH WASHER
F.V.
MATCH
ANGLE
HEIGHT
MATCH
ANGLE
HEIGHT
BOLTING DETAILS
6
3-1/2
1. ALL DIMENSIONS REPRESENTED IN THESE TABLES ARE AISC MINIMUM
REQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN
FIELD AND NOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE
PROVIDED.
2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS. ACTUAL
DIMENSIONS OF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY
FROM THE AISC MINIMUM REQUIREMENTS.
3. AS AN ALTERNATIVE TO USING A LOCK WASHER PAL-NUTS CAN BE INSTALLED
ABOVE THE HEX NUT. ALL BOLTS MUST HAVE LOCKING DEVICES INSTALLED
AS PART OF THE ASSEMBLY.
4. ADDITIONAL HARDENED FLAT WASHERS MAY BE REQUIRED IN CASES WHERE
OVERSIZED OR SLOTTED HOLES ARE PRESENT. EXISTING CONDITIONS SHALL
BE APPROVED BY THE EOR.
NA PRE-POUR REBAR INSPECTIONS A 3
RD PARTY VISUAL OBSERVATION OF THE EXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE
CONCRETE. A WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT.
NA POST-INSTALLED REBAR AND/OR DOWEL INSPECTIONS PHOTOGRAPHIC DOCUMENTATION OF DRILL HOLE SIZES AND DEPTHS SHALL BE RECORDED BEFORE SETTING THE
POST INSTALLED REBAR AND DOWELS WITH EPOXY/GROUT.
NA CONCRETE COMP. STRENGTH & SLUMP TEST THE CONCRETE MIX DESIGN, SLUMP TEST, AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED AS PART OF
THE MI REPORT.
NA EARTHWORK: LIFT & DENSITY REPORT REPORT DETAILING SOIL COMPACTION TEST RESULTS TO BE INCLUDED IN THE MI REPORT.
NA MICROPILE/ROCK ANCHOR
MICROPILES AND ROCK ANCHORS SHALL BE INSPECTED BY A 3RD
PARTY. INSPECTION SHALL VERIFY ANCHOR SIZE,
STEEL GRADE, AND HOLE DEPTHS. PHOTOGRAPHIC DOCUMENTATION OF ALL MEASUREMENTS ALONG WITH THE
PULL TEST RESULTS SHALL BE INCLUDED IN THE MI REPORT.
NA HELICAL ANCHOR HELICAL INSTALLER SHALL SUBMIT FINAL SEALED HELICALS DESIGN, TORQUE LOGS, AND FINAL LOAD TEST
RESULTS TO BE INCLUDED IN THE MODIFICATION INSPECTION REPORT.
NA POST-INSTALLED ANCHOR ROD VERIFICATION
POST INSTALLED ANCHOR ROD VERIFICATION SHALL BE PERFORMED AND SHALL INCLUDE PHOTO VERIFICATION OF
HOLE DEPTH, HOLE CLEANOUT AND ROUGHENING, AND EPOXY LABELING. REPORT SHALL BE PROVIDED TO THE MI
INSPECTOR FOR INCLUSION IN THE MI REPORT.
NA 3RD
PARTY FIELD CERTIFIED WELD INSPECTION A CWI SHALL CONDUCT A VISUAL INSPECTION OF ALL FIELD WELDS IN ACCORDANCE WITH AWS D1.1. CRITICAL
WELDS THAT REQUIRE ADDITIONAL TESTING ARE NOTED IN THE MODIFICATION DRAWINGS.
X ON-SITE COLD GALVANIZING VERIFICATION
THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI
INSPECTOR VERIFYING THAT ANY ON-SITE COLD GALVANIZING WAS APPLIED PER MANUFACTURER
SPECIFICATIONS.
NA TENSION TWIST & PLUMB DELIVERABLES
THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI
INSPECTOR VERIFYING THE STRUCTURE TWIST AND PLUMB CONDITION AS WELL AS THE WIRE TENSIONS (AS
REQUIRED). REPORT SHALL INCLUDE PRE-TENSION, PLUMB & TWIST RESULTS, POST-TENSION REPORT, POST
PLUMB AND TWIST REPORT, AND PHOTOS OF THE TENSION GAUGES FOR ALL GUY WIRES.
X GC AS-BUILT DRAWINGS
THE GENERAL CONTRACTOR SHALL SUBMIT A LEGIBLE COPY OF THE ORIGINAL DESIGN DRAWINGS EITHER STATING
"INSTALLED AS DESIGNED" OR NOTING ANY CHANGES THAT WERE REQUIRED AND APPROVED BY THE ENGINEER OF
RECORD. EOR/RFI FORMS APPROVING ALL CHANGES SHALL BE SUBMITTED.
NA BOLT PRE-TENSION VERIFICATION
TURN-OF-THE NUT METHOD IS THE DEFAULT METHOD FOR PRE-TENSIONING BOLTS. MATCH-MARKINGS SHALL BE
PRESENT ON EACH FASTENER FOR INSPECTION PURPOSES AND SHALL BE APPLIED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE RCSC SPECIFICATION. ALTERNATIVE PRE-TENSIONING METHODS ARE NOT ALLOWED
WITHOUT PRIOR EOR CONSENT.
POST-CONSTRUCTION
X CONSTRUCTION COMPLIANCE LETTER
A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN
ACCORDANCE WITH INDUSTRY STANDARDS AND THESE MODIFICATION DRAWINGS, INCLUDING LISTING ADDITIONAL
PARTIES TO THE MODIFICATION PROCESS.
NA POST-INSTALLED ANCHOR ROD PULL TESTS POST-INSTALLED ANCHOR RODS SHALL BE TESTED BY A PULL TEST INSPECTOR AND A REPORT SHALL BE
PROVIDED INDICATING TESTING RESULTS.
X PHOTOGRAPHS
PHOTOGRAPHS SHALL BE SUBMITTED TO THE MI INSPECTOR. PHOTOS SHALL DOCUMENT ALL PHASES OF THE
CONSTRUCTION. THE PHOTOS SHALL BE ORGANIZED IN A MANNER THAT EASILY IDENTIFIES THE EXACT LOCATION
OF THE PHOTO.
NA FOUNDATION SEALER PHOTOGRAPHIC DOCUMENTATION OF THE FOUNDATION SEALING SHALL BE INCLUDED IN THE MI REPORT.
X BOLT HOLE INSTALLATION VERIFICATION REPORT
THE MI INSPECTOR SHALL VERIFY THE INSTALLATION AND TIGHTNESS OF 10% OF ALL NON PRE-TENSIONED BOLTS
INSTALLED AS PART OF THE MODIFICATION. THE MI INSPECTOR SHALL LOOSEN THE NUT AND VERIFY THE BOLT
HOLE SIZE AND CONDITION. THE MI REPORT SHALL CONTAIN THE COMPLETED BOLT INSTALLATION VERIFICATION
REPORT, INCLUDING THE SUPPORTING PHOTOGRAPHS.
X MI INSPECTOR REDLINE OR RECORD DRAWING(S) THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BETWEEN THE CONTRACTOR'S REDLINE
DRAWING AND THE ACTUAL COMPLETED INSTALLATION.
*THE MI CHECKLIST SHALL BE REVIEWED PRIOR TO THE START OF CONSTRUCTION. ALL PARTIES TO THE MODIFICATION SHALL UNDERSTAND ALL REQUIREMENTS AND INSPECTION/DOCUMENTATION THAT IS
APPLICABLE TO THE SCOPE OF WORK THEY ARE PERFORMING. ERRORS ON THE MI CHECKLIST SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURE/STRUCTURE OWNER AND EOR AS SOON AS POSSIBLE.
MODIFICATION INSPECTION NOTES
GENERAL
1. THE MI IS AN ON-SITE VISUAL AND HANDS-ON INSPECTION OF STRUCTURE MODIFICATIONS INCLUDING A REVIEW OF
CONSTRUCTION REPORTS AND ADDITIONAL PERTINENT DOCUMENTATION PROVIDED BY THE GENERAL CONTRACTOR
(GC), AS WELL AS ANY INSPECTION DOCUMENTS PROVIDED BY 3RD PARTY INSPECTORS. THE MI IS TO ENSURE THE
INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE MODIFICATION DRAWINGS; IN ACCORDANCE WITH
APPLICABLE INDUSTRY STANDARDS; AND AS DESIGNED BY THE ENGINEER OF RECORD (EOR).
2. NO DOCUMENT, CODE OR POLICY CAN ANTICIPATE EVERY SITUATION THAT MAY ARISE. ACCORDINGLY, THIS CHECKLIST
IS INTENDED TO SERVE AS A SOURCE OF GUIDING PRINCIPLES IN ESTABLISHING GUIDELINES FOR MODIFICATION
INSPECTION.
3. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE
MODIFICATION DESIGN ITSELF, AND THE MI INSPECTOR DOES NOT TAKE OWNERSHIP OF THE MODIFICATION DESIGN.
THE MI INSPECTOR SHALL INSPECT AND NOTE CONFORMANCE/NONCONFORMANCE AND PROVIDE TO THE
STRUCTURE/STRUCTURE OWNER AND EOR FOR EVALUATION.
4. TO ENSURE THAT THE REQUIREMENTS OF THE MODIFICATION INSPECTION ARE MET, IT IS VITAL THAT THE GENERAL
CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO OR
PAYMENT IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER
PARTY. CONTACT LISTED ON THE TITLE SHEET SHALL BE CONTACTED IF SPECIFIC INSPECTOR CONTACT INFORMATION
IS NOT KNOWN.
FAILING INSPECTION CORRECTIONS
1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MODIFICATION INSPECTION (“FAILED MODIFICATION
INSPECTION"), THE GC SHALL WORK WITH MI INSPECTOR TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS:
· CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL
MODIFICATION DRAWINGS AND COORDINATE A SUPPLEMENT MODIFICATION INSPECTION.
· OR, WITH STRUCTURE OWNER'S APPROVAL, THE GC MAY WORK WITH THE ENGINEER OF RECORD TO
RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION.
SERVICE LEVEL COMMITMENT
1. THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND
EFFECTIVENESS OF DELIVERING AN MI REPORT:
· THE GC SHALL PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE, PREFERABLY 10, TO THE MI INSPECTOR
AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED.
· THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT.
· WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR
ANY GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS.
· WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE
ANY MINOR DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEREFORE, THE GC MAY CHOOSE TO
COORDINATE THE MI CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN
THE MI INSPECTOR IS ON SITE.
· IT MAY BE BENEFICIAL TO INSTALL ALL STRUCTURE MODIFICATIONS PRIOR TO CONDUCTING THE
FOUNDATION INSPECTIONS TO ALLOW THE FOUNDATION AND MODIFICATION INSPECTION(S) TO COMMENCE
WITH ONE SITE VISIT.
REQUIRED PHOTOS
1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, AT A MINIMUM, ARE TO BE TAKEN AND
INCLUDED IN THE MI REPORT:
· PRE-CONSTRUCTION GENERAL SITE CONDITION
· PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION
·· RAW MATERIALS
·· PHOTOS OF ALL CRITICAL DETAILS
·· FOUNDATION MODIFICATIONS
·· WELD PREPARATION
·· BOLT INSTALLATION
·· FINAL INSTALLED CONDITION
·· SURFACE COATING REPAIR
· POST CONSTRUCTION PHOTOGRAPHS
·· FINAL INFIELD CONDITION
· ANY OTHER PHOTOS DEEMED RELEVANT TO SHOW COMPLETE DETAILS OF THE MODIFICATIONS.
2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN ONLY FROM THE GROUND SHALL BE CONSIDERED INADEQUATE.
RECORD
CONSTRUCTION
BID
REV. DATE DESCRIPTION
PROJECT MANAGER APPROVED BY
ENGINEER DESIGNER
CJS
HP BUILDING
201 W. 103RD STREET
INDIANAPOLIS, IN 46290
EW JMJ
DP
2022723.16.1539.04
DESIGN DRAWINGS
PREPARED FOR:
HP BUILDING
FA #: 10069780
CLIENT #: IN0448
0 8/10/22 INITIAL RELEASE
T-01
ERICSSON
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2102
TITLE SHEET
8/10/2022
-
-
-
CLIENT CONTACT:
(314) 706-0550
INDIANAPOLIS, IN 46204
55 MONUMENT CIRCLE
MICHAEL SIVORE
ENGINEER CONTACT:
FOR QUESTIONS PLEASE EMAIL:
GPDMODS@GPDGROUP.COM
(330) 572-2100
AKRON, OH 44311
520 SOUTH MAIN STREET, SUITE 2531
GPD GROUP, INC.