2025_03_28_D06_24018_00 Sandy Springs PG Doub.pdf
PDF 7 MB Posted
- Attached to
- Parking Deck Repairs
- Solicitation number
- PE-66098-NONST-2025-000000085
- Issued by
- Fulton County, Georgia
About this file
These construction documents are for the Sandy Springs Parking Garage Precast Garage Repairs project, commissioned by the City of Sandy Springs, Georgia. The project involves comprehensive repairs to a multi-level parking structure located at 1 Galambos Way in Sandy Springs, with detailed engineering plans prepared by Walter P. Moore and Associates. The documents outline specific repair tasks across multiple parking levels, including shear transfer connections, joint sealant replacements, bearing pad replacements, concrete stem repairs, and epoxy injections for cracks. The project is scheduled for construction, with documents issued on 11/27/2024 and a planned completion date of 3/28/2025.
The repair scope includes systematic interventions at various structural levels (P1, P2, Level 1, Level 2, Level 3, and Level 4/Roof), with specific task items targeting different structural components. Key repair methods include replacing elastomeric bearing pads, installing shear transfer connections, repairing concrete spalls and delaminations, and addressing joint sealants. The project requires careful coordination, temporary shoring, and precise implementation of repair techniques to maintain the structural integrity of the precast concrete parking garage. The engineering documents provide detailed specifications for each repair task, including material requirements, surface preparation, and installation methods, ensuring a comprehensive and structured approach to the garage's rehabilitation.
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Other files
| File | Type | Posted |
|---|---|---|
| 004143_BidForm.pdf | ||
| Scope of Work.pdf | ||
| 25_037_RFQP Parking Garage Repairs.pdf |
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Text version
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
CVR
COVER SHEET
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
SANDY SPRINGS PARKING GARAGE - PRECAST GARAGE REPAIRS
SHEET LIST
SHEET
NUMBER SHEET NAME
CVR COVER SHEET
S-000 GENERAL NOTES
S-001 GENERAL NOTES
S-100 LEVEL P1 - PLAN OVERALL
S-101 LEVEL P2 PLAN
S-102 LEVEL P1 - PLAN
S-103 LEVEL 1 (STREET LEVEL) PLAN
S-104 LEVEL 2 PLAN
S-105 LEVEL 3 PLAN
S-106 LEVEL 4/ROOF PLAN
S-300 TYPICAL DETAILS
PROJECT LOCATIONN
SITE PLAN
1 Galambos Way, Sandy Springs GA 30328
11/27/2024 Issued for Construction
3/28/2025
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-000
GENERAL NOTES
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-001
GENERAL NOTES
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
J
LCB
VFD
VFD
VFD
PROPOSED PO
WER
CENTER LOCATION
L C
B
L C
B
DN UP
D N
U P
U P
D N
DN
UP
UP
DN
AREA H
AREA G
24' - 0
3'-6"
AREA J
WA
OC.9
OX OA OB OC OD OE
OE.1
OF OH OJ OK OL
RA.2
RA
RB
R1
R2
R3
OR
R4
R5
PM
PL
PK
PJ
PH
PG
PF
PE
PD
PC
PB
PA.1PA
P1
P2
P3
P4
P5
P6
P7
P8
P9
PE.7
P11
PC.5
PA.1
P6.5 PQ PR PS PT PU PV PW PX PY PZ PAA PBB PCC PDD PEE PFF PGG PHH PJJ
P6.8
P6.2 PP.1
UP
DN
P0.7
P0.1
R7 R8
PP
PN
R6
O6
O7
O8 40' - 0"
O8
Z10 P1
P2
TA TB TC TD TE TF
O4
O5
PR.5 V2
Y8
Y7
T7 W2
W3
Y6
AREA A AREA C
O1
O2
O3
Y4
Y5
V1 Y2 Y3
Z3
Z2
Z4
Z7
Z6
Z5
Z8
Z9
YA
T00 Y1
T0 W1
Z1
RC
TA.5
YB
YC
ZA
ZB
TB.4 TC.2 TC.5TD.5 TE.5 TG
WC WD
P3 P4
P5
P6
P10
REPAIR AREA
7.5 TYP AT WALLS
NOTES:
1. TASK ITEM 7.3 TO BE PERFORMED AT FLOOR LEVEL. TASK ITEM 6.7 AND 12.7 TO BE PERFORMED AT
UNDERSIDE OF FLOOR LEVEL. REFER TO REPAIR DETAILS.
2. LOCATIONS OF TASK ITEMS 6.7, 7.3 AND 12.7 ARE APPROXIMATE AND ARE BASED ON FIELD
OBSERVATIONS. CONTRACTOR TO CONFIRM LOCATIONS OF TASK ITEMS 6.7, 7.3, AND 12.7.
3. CONTRACTOR SHALL REVIEW REMAINING JOINTS BETWEEN DOUBLE TEE FLANGES FOR SIGNS OF DISTRESS AND REPORT SUSPECT JOINTS TO ENGINEER FOR POTENTIAL REPAIRS (TASK ITEMS 6.7, 7.3, AND 12.7) AT ADDITIONAL LOCATIONS.
TASK ITEM LEGEND
TASK ITEM DESCRIPTION
6.7
7.3
12.7
7.6
3.2
3.3
SHEAR TRANSFER CONNECTION
JOINT SEALANT REPLACEMENT
BEARING PAD REPLACEMENT
EPOXY INJECTION
CONCRETE TEE STEM REPAIR
PARTIAL DEPTH POST-TENSIONED FLANGE REPAIRS
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-100
LEVEL P1 - PLAN
OVERALL
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
11/27/2024 Issued for Construction
NO SCALE1
LEVEL P1 - OVERALL
N
TASK ITEM LEGEND
TASK ITEM DESCRIPTION
6.7
7.3
12.7
7.6
3.2
3.3
SHEAR TRANSFER CONNECTION
JOINT SEALANT REPLACEMENT
BEARING PAD REPLACEMENT
EPOXY INJECTION
CONCRETE TEE STEM REPAIR
PARTIAL DEPTH POST-TENSIONED FLANGE REPAIRS
NOTES:
1. TASK ITEM 7.3 TO BE PERFORMED AT FLOOR LEVEL. TASK ITEM 6.7 AND 12.7 TO BE PERFORMED AT
UNDERSIDE OF FLOOR LEVEL. REFER TO REPAIR DETAILS.
2. LOCATIONS OF TASK ITEMS 6.7, 7.3 AND 12.7 ARE APPROXIMATE AND ARE BASED ON FIELD
OBSERVATIONS. CONTRACTOR TO CONFIRM LOCATIONS OF TASK ITEMS 6.7, 7.3, AND 12.7.
3. CONTRACTOR SHALL REVIEW REMAINING JOINTS BETWEEN DOUBLE TEE FLANGES FOR SIGNS OF DISTRESS AND REPORT SUSPECT JOINTS TO ENGINEER FOR POTENTIAL REPAIRS (TASK ITEMS 6.7, 7.3, AND 12.7) AT ADDITIONAL LOCATIONS.
P5 P6 P6.5 P7 P8
PE.7
PC.5
PA
PA.1
P9 P10 P11
7.5 TYP AT WALLS
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-101
LEVEL P2 PLAN
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
N
11/27/2024 Issued for Construction
NO SCALE1
LEVEL P2 - PLAN
P5 P6 P6.5 P7 P8
PE.7
PC.5
PA
PA.1
P9 P10 P11
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
12.7 12.7 12.7 12.7 12.7 12.7
UP DN
DN
7.5 TYP AT WALLS
SOG
TASK ITEM LEGEND
TASK ITEM DESCRIPTION
6.7
7.3
12.7
7.6
3.2
3.3
SHEAR TRANSFER CONNECTION
JOINT SEALANT REPLACEMENT
BEARING PAD REPLACEMENT
EPOXY INJECTION
CONCRETE TEE STEM REPAIR
PARTIAL DEPTH POST-TENSIONED FLANGE REPAIRS
NOTES:
1. TASK ITEM 7.3 TO BE PERFORMED AT FLOOR LEVEL. TASK ITEM 6.7 AND 12.7 TO BE PERFORMED AT
UNDERSIDE OF FLOOR LEVEL. REFER TO REPAIR DETAILS.
2. LOCATIONS OF TASK ITEMS 6.7, 7.3 AND 12.7 ARE APPROXIMATE AND ARE BASED ON FIELD
OBSERVATIONS. CONTRACTOR TO CONFIRM LOCATIONS OF TASK ITEMS 6.7, 7.3, AND 12.7.
3. CONTRACTOR SHALL REVIEW REMAINING JOINTS BETWEEN DOUBLE TEE FLANGES FOR SIGNS OF DISTRESS AND REPORT SUSPECT JOINTS TO ENGINEER FOR POTENTIAL REPAIRS (TASK ITEMS 6.7, 7.3, AND 12.7) AT ADDITIONAL LOCATIONS.
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-102
LEVEL P1 - PLAN
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
NO SCALE1
LEVEL P1 - PLAN
N
11/27/2024 Issued for Construction
1 03/31/2025 Addendum #1
PC.5
PA
PA.1
P9 P10 P11
6.7
(F V
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
6.7
7.3
12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.712.712.712.7
12.7 12.7 12.7
12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7
UP
DN
DN
6.7
7.3
6.7
7.3
6.7
7.3
12.7 12.7
7.5 TYP AT WALLS
6.7
7.3
TASK ITEM LEGEND
TASK ITEM DESCRIPTION
6.7
7.3
12.7
7.6
3.2
3.3
SHEAR TRANSFER CONNECTION
JOINT SEALANT REPLACEMENT
BEARING PAD REPLACEMENT
EPOXY INJECTION
CONCRETE TEE STEM REPAIR
PARTIAL DEPTH POST-TENSIONED FLANGE REPAIRS
NOTES:
1. TASK ITEM 7.3 TO BE PERFORMED AT FLOOR LEVEL. TASK ITEM 6.7 AND 12.7 TO BE PERFORMED AT
UNDERSIDE OF FLOOR LEVEL. REFER TO REPAIR DETAILS.
2. LOCATIONS OF TASK ITEMS 6.7, 7.3 AND 12.7 ARE APPROXIMATE AND ARE BASED ON FIELD
OBSERVATIONS. CONTRACTOR TO CONFIRM LOCATIONS OF TASK ITEMS 6.7, 7.3, AND 12.7.
3. CONTRACTOR SHALL REVIEW REMAINING JOINTS BETWEEN DOUBLE TEE FLANGES FOR SIGNS OF DISTRESS AND REPORT SUSPECT JOINTS TO ENGINEER FOR POTENTIAL REPAIRS (TASK ITEMS 6.7, 7.3, AND 12.7) AT ADDITIONAL LOCATIONS.
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-103
LEVEL 1 (STREET
LEVEL) PLAN
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
NO SCALE1
LEVEL 1 - PLAN
N
11/27/2024 Issued for Construction
1 03/31/2025 Addendum #1
PC.5
PA
PA.1
P9 P10 P11
UP DN
DN
7.5 TYP AT WALLS
6.7
7.3
6.7
7.3
6.7
7.3
12.7 12.7
12.7 12.7
DN
6.7
7.3
6.7
7.3
12.7
12.7
7.3
7.3
7.3
TASK ITEM LEGEND
TASK ITEM DESCRIPTION
6.7
7.3
12.7
7.6
3.2
3.3
SHEAR TRANSFER CONNECTION
JOINT SEALANT REPLACEMENT
BEARING PAD REPLACEMENT
EPOXY INJECTION
CONCRETE TEE STEM REPAIR
PARTIAL DEPTH POST-TENSIONED FLANGE REPAIRS
NOTES:
1. TASK ITEM 7.3 TO BE PERFORMED AT FLOOR LEVEL. TASK ITEM 6.7 AND 12.7 TO BE PERFORMED AT
UNDERSIDE OF FLOOR LEVEL. REFER TO REPAIR DETAILS.
2. LOCATIONS OF TASK ITEMS 6.7, 7.3 AND 12.7 ARE APPROXIMATE AND ARE BASED ON FIELD
OBSERVATIONS. CONTRACTOR TO CONFIRM LOCATIONS OF TASK ITEMS 6.7, 7.3, AND 12.7.
3. CONTRACTOR SHALL REVIEW REMAINING JOINTS BETWEEN DOUBLE TEE FLANGES FOR SIGNS OF DISTRESS AND REPORT SUSPECT JOINTS TO ENGINEER FOR POTENTIAL REPAIRS (TASK ITEMS 6.7, 7.3, AND 12.7) AT ADDITIONAL LOCATIONS.
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-104
LEVEL 2 PLAN
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
11/27/2024 Issued for Construction
1 03/31/2025 Addendum #1
NO SCALE1
LEVEL 2 PLAN
TASK ITEM LEGEND
TASK ITEM DESCRIPTION
6.7
7.3
12.7
7.6
3.2
3.3
SHEAR TRANSFER CONNECTION
JOINT SEALANT REPLACEMENT
BEARING PAD REPLACEMENT
EPOXY INJECTION
CONCRETE TEE STEM REPAIR
PARTIAL DEPTH POST-TENSIONED FLANGE REPAIRS
NOTES:
1. TASK ITEM 7.3 TO BE PERFORMED AT FLOOR LEVEL. TASK ITEM 6.7 AND 12.7 TO BE PERFORMED AT
UNDERSIDE OF FLOOR LEVEL. REFER TO REPAIR DETAILS.
2. LOCATIONS OF TASK ITEMS 6.7, 7.3 AND 12.7 ARE APPROXIMATE AND ARE BASED ON FIELD
OBSERVATIONS. CONTRACTOR TO CONFIRM LOCATIONS OF TASK ITEMS 6.7, 7.3, AND 12.7.
3. CONTRACTOR SHALL REVIEW REMAINING JOINTS BETWEEN DOUBLE TEE FLANGES FOR SIGNS OF DISTRESS AND REPORT SUSPECT JOINTS TO ENGINEER FOR POTENTIAL REPAIRS (TASK ITEMS 6.7, 7.3, AND 12.7) AT ADDITIONAL LOCATIONS.
P5 P6 P6.5 P7 P8
PE.7
PC.5
PAPA.1
P9 P10 P11
7.5 TYP AT WALLS
UP DN
DN
6.7
7.3
6.7
7.3
6.7
7.3
12.7 12.7
12.7 12.7
6.7
7.3
7.3
7.3
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-105
LEVEL 3 PLAN
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
11/27/2024 Issued for Construction
1 03/31/2025 Addendum #1
N
NO SCALE1
LEVEL 3 PLAN
PC.5
PAPA.1
P9 P10 P11
7.5 TYP AT WALLS
DN
7.3 7.3 7.3 7.3 7.37.3
7.3 7.37.3 7.3 7.37.3 7.3
7.3
7.3
7.3
7.3
TASK ITEM LEGEND
TASK ITEM DESCRIPTION
6.7
7.3
12.7
7.6
3.2
3.3
SHEAR TRANSFER CONNECTION
JOINT SEALANT REPLACEMENT
BEARING PAD REPLACEMENT
EPOXY INJECTION
CONCRETE TEE STEM REPAIR
PARTIAL DEPTH POST-TENSIONED FLANGE REPAIRS
NOTES:
1. TASK ITEM 7.3 TO BE PERFORMED AT FLOOR LEVEL. TASK ITEM 6.7 AND 12.7 TO BE PERFORMED AT
UNDERSIDE OF FLOOR LEVEL. REFER TO REPAIR DETAILS.
2. LOCATIONS OF TASK ITEMS 6.7, 7.3 AND 12.7 ARE APPROXIMATE AND ARE BASED ON FIELD
OBSERVATIONS. CONTRACTOR TO CONFIRM LOCATIONS OF TASK ITEMS 6.7, 7.3, AND 12.7.
3. CONTRACTOR SHALL REVIEW REMAINING JOINTS BETWEEN DOUBLE TEE FLANGES FOR SIGNS OF DISTRESS AND REPORT SUSPECT JOINTS TO ENGINEER FOR POTENTIAL REPAIRS (TASK ITEMS 6.7, 7.3, AND 12.7) AT ADDITIONAL LOCATIONS.
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-106
LEVEL 4/ROOF
PLAN
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
11/27/2024 Issued for Construction
1 03/31/2025 Addendum #1
NO SCALE1
ROOF
A A
FILL 1 1/2"Ø RECESS WITH AN APPROVED
CEMENTITIOUS NON-SHRINK GROUT
FROM SECTION "CONCRETE REPAIR
MATERIALS" (TYP)
13/16"Ø HOLE FOR 3/4"Ø THRU BOLT
WITH NUT AND (2) WASHERS. CORED
THRU CONCRETE. TACK WELD NUT TO
BOLT AND TOUCH UP WELD WITH
GALVANIZED PAINT. INSTALL (2) NUTS
FOR BOLT IN LIEU OF TACK WELDING
(F V
V
A R
IE
S
/4
REPLACE JOINT SEALANT IN
ACCORDANCE WITH TASK
ITEM 7.3
EXIST PRECAST
DOUBLE TEE (TYP)
NEOPRENE (1/2")
WASHER (TYP)2" (FV)
X
6" MIN
SHIM AS REQD FOR FIELD
FIT (SEE NOTE 3)
B
T.O. SLAB
(TYP)
5'-0" OC
CL SPAN ANGLES ATACHED ON
BOTH SIDES OF JOINT
EXIST JOINT BETWEEN
DT FLANGES0
CL OF
HOLE
2" 2"
L4x4x3/8"
STANDARD HOLES
NOTES:
1. ANGLES SHALL BE ACCURATELY ALIGNED (PERPENDICULAR TO JOINT).
2. ANGLES, PLATES, AND HARDWARE SHALL BE GALVANIZED.
3. USE GALVANIZED STEEL SHIMS AS REQUIRED FOR FIELD FIT. SHIM STACK TO BE TACK WELDED
INTO SINGLE UNIT. COORDINATE THICKNESS WITH NEOPRENE WASHER.
4. FLANGE THICKNESS MAY VARY FOR EACH DOUBLE TEE BEAM, CONTRACTOR TO VERIFY
FLANGE THICKNESS.
5. PROVIDE DIMENSION "X" SO THAT THE STEEL ANGLE FITS WITHIN THE TEE STEMS. TYPICALLY, THIS DIMENSION WOULD BE 10" IF CENTER-TO-CENTER DISTANCE BETWEEN TEE STEMS IS 4'-0", AND 16" IF CENTER-TO-CENTER DISTANCE BETWEEN STEMS IS 5'-0".
6. CONTRACTOR SHALL REPLACE BEARING PADS OF TEE STEMS PER TASK ITEM 12.7 BEFORE
INSTALLING NEW SHEAR TRANSFER CONNECTIONS.
SECTION "A-A" SECTION "B"
6" MIN (FV)
X 2"
SUBSTRATE
0CONCAVE PROFILE OF
SEALANT MATERIAL
WITH THROAT SIZE 1/2
THE SEALANT JOINT
WIDTH (MIN 1/2-INCH)
BOND
BREAKER OR
BACKER ROD
WIDTH
JOINT
INSTALL NEW
SEALANT EVENLY
AND TOOL 1/16-IN
BELOW SURFACE
NOTES:
1. REMOVE EXISTING JOINT SEALANT AND BACKER ROD MATERIAL.
2. CLEAN ALL SURFACES WITHIN JOINT BEFORE FILLING WITH SEALANT SUCH
THAT THERE ARE NO OLD RESIDUAL MATERIALS, DUST, OR CONTAMINANTS
ON THE INSIDE SURFACES OF THE JOINT.
3. INSTALL BOND BREAKER AND/OR BACKER ROD TO A UNIFORM DEPTH.
INSTALLATION OF WAVY OR NON-UNIFORM BOND BREAKER/BACKER ROD
WILL NOT BE ACCEPTABLE.
4. DO NOT OVERFILL THE JOINT.
5. REFER TO SPECIFICATION SECTION "JOINT SEALANTS" FOR SEALANT TYPE
AND OTHER REQUIREMENTS.
6. TOOL JOINT CONCAVE.
NOTES:
1. SOUND AREA AROUND CRACKS. IF THE CRACKED AREA IS SPALLED,
PERFORM CONCRETE REPAIR PER APPROPRIATE TASK ITEM, AS
DETERMINED BY THE ENGINEER.
2. EPOXY INJECT CRACKS EXCEEDING 1/32" RESULTING FROM LIFTING OF
DOUBLE TEE. REFER TO SPECIFICATIONS FOR PRODUCTS AND
PROCEDURES.
3. DO NOT REMOVE ANY CONCRETE MATERIAL WITHOUT PRIOR APPROVAL OF
ENGINEER.
4. ILLUSTRATION AND REQUIREMENTS SHOWN ARE FOR SCHEMATIC PURPOSES
ONLY.
5. THIS TASK ITEM IS INCIDENTAL TO TASK ITEM 12.7.
EPOXY INJECT CRACKS IN
PRECAST DOUBLE TEE
EXCEEDING 1/32". REFER TO
SPECIFICATIONS FOR
PRODUCTS AND PROCEDURES
M A
X
V A
R
IE
S
NOTES:
1. PROTECT EXISTING REINFORCEMENT FROM DAMAGE DURING CHIPPING, GRINDING
OR SAW CUTTING FOR SPALL/DELAMINATION REPAIR. LOCATE MILD AND
PRESTRESSING REINFORCEMENT BY NON-DESTRUCTIVE TECHNIQUES PRIOR TO
STEM REPAIRS. NOTIFY ENGINEER IMMEDIATELY IF PRESTRESSING STRANDS ARE
CORRODED.
2. REFER TO SECTION "SURFACE PREPARATION FOR PATCHING" FOR CLEANING AND
COATING ALL EXPOSED REINFORCEMENT.
3. PROVIDE 3/4" CLEARANCE AROUND ALL EXPOSED REINFORCEMENT.
4. WHERE REINFORCEMENT THAT IS EXPOSED DURING SURFACE PREPARATION IS
FOUND TO BE SEVERELY CORRODED OR HAS LOST 10% OR MORE OF ITS CROSS
SECTIONAL AREA, SUPPLEMENTARY REINFORCEMENT MAY BE REQUIRED. REPORT
TO ENGINEER FOR REVIEW AND DESIGN OF SUPPLEMENTARY REINFORCEMENT.
5. PROVIDE SHORING AS SPECIFIED BY ENGINEER PRIOR TO COMMENCEMENT OF ANY
CONCRETE REMOVAL WORK,
6. NEW PATCH SHALL MATCH EXISTING FINISH.
7. THIS TASK ITEM IS INCIDENTAL TO TASK ITEM 12.7.
1 1/2" MIN. COVER
SPALL OR DELAMINATION
SPALL OR DELAMINATION
EXIST REINF, LOCATION
APPROXIMATE, NOTES 2, 3,
& 4 (TYP)
CONCRETE PATCH, REMOVE AND
REPLACE CONCRETE WITHIN
SHADED AREA
DOUBLE-TEE FLANGE
CONCRETE PATCH,
REMOVE AND REPLACE
CONCRETE WITHIN SHADED
AREA
DOUBLE-TEE STEM
REMOVAL LIMITS, ROUGHEN
EXISTING CONCRETE
SURFACE TO CSP-__. REFER
TO SPECIFICATIONS
GRIND OR SAWCUT
PATCH PERIMETER FOR
AT LEAST 1/2" BEYOND
SPALL / DELAMINATION
OR UP TO SOUND
CONCRETE. GRINDING OR
SAWCUTTING SHALL BE
PERPENDICULAR TO
SURFACE (TYP) PRESTRESSING STRANDS
(TYP). SEE NOTE 1
EXIST REINF, LOCATION
APPROXIMATE, NOTES 2, 3,
& 4 (TYP)
REPLACE BOTH BEARING PADS WITH
NEW ELASTOMERIC PADS (3/8" THICK
MIN) EPOXY BONDED TO THE SOFFIT
OF THE DOUBLE-TEE STEMS.
EXIST DOUBLE-
TEE BEAM STEM
CONTRACTOR SHALL LIFT
DOUBLE-TEE END FOR
ELASTOMERIC PAD
REPLACEMENTS. SEE
NOTES 1 - 2.
NOTES:
1. PRIOR TO LIFTING DOUBLE-TEE, TEMPORARILY CLOSE THE PARKING AREA (STALLS
AND DRIVE LANE) ON THE DOUBLE TEE TO BE LIFTED FOR BEARING PAD
REPLACEMENT AND THE ADJACENT DOUBLE TEES ON EITHER SIDE.
2. CONTRACTOR SHALL REVIEW AND DOCUMENT THE EXISTING STRUCTURE FOR
DISTRESS PRIOR TO AND AFTER BEARING PAD REPLACEMENT TO IDENTIFY
INCIDENTAL REPAIR NEEDS CAUSED BY THE LIFTING PROCESS. T.I. 2.2, 3.2, 3.3, 7.3,
AND 7.6 ARE INCIDENTAL TO T.I. 12.7.
3. PROVIDE TEMPORARY SHORING TO LIFT DOUBLE TEE STEMS/STEM AT ONE END IN A
CONTROLLED MANNER. SHORING SHALL EXTEND TO THE LOWEST GARAGE LEVEL.
ADEQUATE CRIBBING UNDER THE SHORING POSTS SHALL BE PROVIDED TO
DISTRIBUTE THE LOADS TO SLAB-ON-GRADE.
4. CONTRACTOR SHALL NOTIFY ENGINEER AND PROVIDE PHOTOGRAPHIC
DOCUMENTATION IF LIFTING PROCESS RESULTS IN DISTRESS IN DOUBLE TEE OF AT
PRECAST CONNECTIONS, OR AT SLAB-ON-GRADE.
5. SHORING SHALL HAVE AN ALLOWABLE LOAD RATING OF 22,000 POUNDS PER STEM
WHEN INSTALLED.
6. THE SPECIFIED SHORING CAPACITY INCLUDES AN ALLOWANCE OF 20 POUNDS PER
SQUARE FOOT (PSF) FOR CONSTRUCTION LIVE LOAD ON LEVELS P1, LEVEL 1, AND
LEVEL 2.
7. REFER TO GENERAL NOTES FOR ADDITIONAL SHORING REQUIREMENTS.
8. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION LOADS WITHIN THE CLOSURE
AREAS ON LEVEL ABOVE DO NOT EXCEED 20 PSF WHILE SHORING IS IN PLACE.
EXIST PRECAST WALL WITH
CORBEL
PROVIDE SHORING
UNDER EACH
DOUBLE-TEE STEM,
SEE NOTES 3 - 8
NOTES:
1. PROTECT EXISTING WWR OR REINFORCEMENT FROM DAMAGE DURING CHIPPING,
GRINDING OR SAWCUTTING.
2. REFER TO SECTION "SURFACE PREPARATION FOR PATCHING" FOR CLEANING AND
COATING ALL EXPOSED REINFORCEMENT.
3. PROVIDE 3/4" CLEARANCE AROUND ALL EXPOSED REINFORCEMENT WHERE
REQUIRED AS SPECIFIED IN SECTION "SURFACE PREPARATION FOR PATCHING."
4. WHERE REINFORCEMENT THAT IS EXPOSED DURING SURFACE PREPARATION IS
FOUND TO BE SEVERELY CORRODED OR HAS LOST 10% OR MORE OF ITS CROSS
SECTIONAL AREA, SUPPLEMENTARY REINFORCEMENT MAY BE REQUIRED. REPORT
TO ENGINEER FOR REVIEW AND DESIGN OF SUPPLEMENTARY REINFORCEMENT.
5. TERM "REINFORCEMENT" SHALL MEAN REINFORCING BARS OR WELDED WIRE
REINFORCEMENT (WWR).
6. NEW PATCH SHALL MATCH EXISTING FINISH.
7. THIS TASK ITEM IS INCIDENTAL TO TASK ITEM 12.7.
CHIP, GRIND OR SAWCUT AROUND
PATCH PERIMETER FOR AT LEAST 1/2"
BEYOND THE SPALL/DELAMINATION OR
UP TO SOUND CONCRETE. INITIAL
GRINDING OR SAW CUTTING SHALL BE
PERPENDICULAR TO SURFACE (TYP)
TOOL JOINT. SEE
TYPICAL DETAIL
PRECAST TEE
FLANGE
WWR OR REINFORCEMENT
LOCATIONS APPROXIMATE
(TYP)
SPALL/
DELAMINATION
REMOVAL LIMITS
REMOVE CONCRETE WITHIN
SHADED SECTION SHOWN
ROUGHEN EXISTING
CONCRETE SURFACE
TO CSP 6 MIN. REFER
TO SPECIFICATIONS
VARIES
8" MIN.
CAUTION:
TOPPING SLAB MAY HAVE EMBEDDED
ELECTRICAL CONDUITS. VERIFY
LOCATION PRIOR TO
COMMENCEMENT OF WORK.
A
TEE SECTION
EXIST OVERHEAD
TEE FLANGE
GRIND, CHIP OR SAW CUT
LEAST1/2" BEYOND
SPALL/DELAMINATION OR UP
TO SOUND CONC.
GRINDING OR SAW CUTTING SHALL
BE PER TO SURFACE (TYP).
EXIST CONC
TEE FLANGE
EXIST SPALL OR
DELAMINATION
EXIST REINF, LOCATIONS
APPROX (TYP)
REMOVE AND REPLACE
CONC WITHIN SHADED
SECTION SHOWN
REMOVAL LIMITS, ROUGHEN
EXIST CONC SURFACE TO ICRI
CSP-6 MIN. REF TO
SPECIFICATIONS.
NOTES:
1. PROTECT EXISTING REINFORCEMENT FROM DAMAGE DURING CHIPPING, GRINDING OR SAW CUTTING FOR SPALL/DELAMINATION REPAIR.
2. REFER TO SECTION "SURFACE PREPARATION FOR PATCHING" SPECIFICATIONS FOR CLEANING AND COATING ALL EXPOSED REINFORCEMENT AND EXISTING SHEAR CONNECTOR.
3. PROVIDE 3/4" CLEARANCE AROUND ALL EXPOSED REINFORCEMENT WHERE REQUIRED AS SPECIFIED IN SECTION "SURFACE PREPARATION FOR PATCHING."
4. WHERE EXISTING REINFORCEMENT THAT IS EXPOSED DURING SURFACE PREPARATION IS FOUND TO BE SEVERELY CORRODED OR HAS LOST 10% OR MORE OF ITS CROSS SECTIONAL
AREA, SUPPLEMENTARY REINFORCEMENT MAY BE REQUIRED. REPORT TO ENGINEER FOR REVIEW AND DESIGN OF SUPPLEMENTARY REINFORCEMENT.
5. CONTACT ENGINEER FOR FURTHER DIRECTION IF SHEAR CONNECTOR AND ITS WELDED CONNECTION IS SEVERELY CORRODED, BROKEN, OR DAMAGED. REFER TO DETAIL 1/S-300 FOR
SUPPLEMENTAL SHEAR CONNECTIONS.
6. PROVIDE SHORING AS SPECIFIED BY ENGINEER PRIOR TO COMMENCEMENT OF ANY CONCRETE REMOVAL WORK.
7. NEW PATCH SHALL MATCH EXISTING FINISH.
8. THIS TASK ITEM IS INCIDENTAL TO TASK ITEM 12.7.
GRIND, CHIP OR SAW CUT PATCH
PERIMETER FOR AT LEAST 1/2" BEYOND
SPALL /DELAMINATION OR UP TO SOUND
CONC. GRINDING OR SAW CUTTING SHALL
BE PERPENDICULAR TO SURFACE (TYP).
EXIST CONC
TEE FLANGE
SPALL OR DELAMINATION
EXIST REINF,
LOCATIONS
APPROXIMATE (TYP)
REMOVE CONC
WITHIN SHADED
SECTION SHOWN
REMOVAL LIMITS,
ROUGHEN EXISTING
CONCR SURFACE TO
ICRI CSP-6 MIN. REF TO
SPECIFICATIONS.
EXIST OVERHEAD
TEE FLANGE
EXIST WWR
EXIST SHEAR
TRANSFER
MAINTAIN JOINT BETWEEN TEES
(WIDTH TO MATCH EXIST)
TYP
A - TEE FLANGE SECTION (NOT AT DOUBLE-TEE JOINT) B - TEE FLANGE SECTION (AT DOUBLE-TEE SHEAR
TRANSFER JOINT)
VARIES
F L A
N G
E T
H
IN
C K
N E
S S
H
(F V
V A
R
IE
S h /2
VARIES
B
TEE SECTION
TYP
CAUTION:
SLAB MAY HAVE EMBEDDED
ELECTRICAL CONDUITS. VERIFY
LOCATION PRIOR TO
COMMENCEMENT OF WORK.
F L A
N G
E T
H
IC
K N
E S
S
H
(F V
NOTES:
1. REMOVE EXISTING COVE SEALANT MATERIAL IF PRESENT. PREPARE SURFACE PER
SPECIFICATIONS.
2. SEE SPECIFICATIONS FOR TYPE OF SEALANT MATERIAL.
/4
3/4"
WALL, COLUMN OR CURB FACE
CONCAVE PROFILE OF
SEALANT MATERIAL WITH
1/2" MINIMUM THROAT SIZE.
SEE NOTE 1
FINISHED FLOOR
SURFACE
Seal and Signature :
Issues/Revisions :
Drawing Title :
Date
Certification Statement :
This document and the information herein is the property of Walter P.
Moore and Associates, Inc. No part hereof shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as expressly authorized by Walter P. Moore and Associates, Inc. Any person, firm, or corporation receiving this document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing restrictions and that this document will be held in trust and confidence subject only to the private use expressly authorized by Walter P. Moore and Associates, Inc.
Copyright (c) 2024 by Walter P. Moore and Associates, Inc.
Project Number :
Approved By :
Drawn By :
Checked By :
Sheet No. :
NILA ABUBAKAR, P.E.
Professional Engineer No. PE038038
TO THE BEST OF THE ENGINEER'S KNOWLEDGE,
THE PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
Description
Keyplan :
Consultants / Discipline :
Client :
Project Name:
SA SA
No.
X D
\2
\2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
S h a re d \3
-D o c u m e n ta ti o n \D ra w in g s \R e v it S tr u c tu re \A
P T
\D -2
-0
S a n d y S p ri n g s P
G D o u b le
T e e
A p a rt m e n t_
R v t2
.r v t
S-300
TYPICAL DETAILS
100% CDs
AND06.24018.00
SANDY SPRINGS
PARKING GARAGE -
PRECAST GARAGE
REPAIRS
CITY OF SANDY
SPRINGS
NO SCALE1
TYPICAL - SHEAR TRANSFER CONNECTION
NO SCALE2
TYPICAL DETAIL
JOINT SEALANT REPLACEMENT
NO SCALE4
EPOXY INJECTION
NO SCALE5
TYPICAL CONCRETE TEE STEM REPAIR
TASK ITEM 6.7TASK ITEM 7.3TASK ITEM 7.6 (INCIDENTAL)TASK ITEM 3.2 (INCIDENTAL)
TASK ITEM 2.2 (INCIDENTAL)
NO SCALE3
BEARING PAD REPLACEMENT
TASK ITEM 12.7
NO SCALE6
TYPICAL - FLOOR SLAB REPAIR AT
PRECAST FLANGE EDGE
NO SCALE7
TYPICAL OVERHEAD TEE FLANGE REPAIR
TASK ITEM 3.3 (INCIDENTAL)
11/27/2024 Issued for Construction
NO SCALE8
TYPICAL - COVE SEALANT
TASK ITEM 7.5
| Sheets |
| CVR - COVER SHEET |
| S-000 - GENERAL NOTES |
| S-001 - GENERAL NOTES |
| S-100 - LEVEL P1 - PLAN OVERALL |
| S-101 - LEVEL P2 PLAN |
| S-102 - LEVEL P1 - PLAN |
| S-103 - LEVEL 1 (STREET LEVEL) PLAN |
| S-104 - LEVEL 2 PLAN |
| S-105 - LEVEL 3 PLAN |
| S-106 - LEVEL 4/ROOF PLAN |
| S-300 - TYPICAL DETAILS |
File details come from the government source that posted it. Updated .