7-Parking Garage Plans - Complete Set 9.23.25.pdf
PDF 10 MB Posted
- Solicitation number
- Not on record
- Issued by
- Monroe County, Tharptown (uniontown) CDP, Pennsylvania
About this file
These engineering documents are a comprehensive repair and restoration plan for the Ann Street Parking Garage located in Stroudsburg Borough, Monroe County, Pennsylvania, prepared by Peters Consultants, Inc. The project involves a detailed rehabilitation of the existing multi-level parking structure, focusing on concrete repairs, joint replacements, connection repairs, and surface treatments. The plan encompasses seven technical sheets dated 09/23/2025, providing extensive details on existing floor plans, joint locations, repair procedures, and specific restoration methodologies for various structural components.
The repair scope includes comprehensive concrete and steel restoration, involving approximately 470 steel flange connections to be removed and replaced, complete joint sealant replacement throughout the garage, and application of specialized repair materials such as Sika products for concrete patching, rebar coating, and traffic deck coating. The project will address concrete spalling, joint deterioration, and surface damage, with specific attention to double tee connections, main girders, and wall surfaces. Repair techniques include sand-blasting, wire brushing, epoxy treatments, and precise concrete removal and replacement, with all work to be performed in accordance with manufacturers' specifications and following PCI (Precast/Prestressed Concrete Institute) best practices.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-Part III.pdf | ||
| 1-Part V.pdf | ||
| 4-Part IV.pdf | ||
| 3-Part II.pdf | ||
| 5-Part I.pdf | ||
| 2-Newspaper Ad - Updated.pdf | ||
| 5-Part III.pdf | ||
| 3-Part II.pdf | ||
| 4-Part IV - NEW Wage Rates.pdf | ||
| 1-Part V.pdf | ||
| 6-Part I - Cover and Bid Form Updated 10.1.25.pdf |
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Text version
STROUDSBURG
PARKING GARAGE
info1@petersconsultants.com - www.petersconsultants.com
PCI PETERS CONSULTANTS, INC.
CONSULTING ENGINEERS/LAND SURVEYORS
Sheet 1 of 7Ck. By: DRP
REVISIONS BYDATE
NOTE
SHEETS 1-7 OF 7 MUST BE READ TOGETHER AND ARE TO
BE CONSIDERED ONE INTEGRAL PLAN
PR
O
JE
C
T:
- D R
AW
IN
G : S
H
EE
T 1.
dw g
- L
AY
O U
T:
C
O
VE
R S
H
EE
T
No.27528-E
P E
N N S Y L V A N
I A
CO
MMONWEA L T H
O F
REGISTERED
DENNIS R. PETERS
ENGINEER
PROFESSIONAL
ANN STREET PARKING GARAGE
550 ANN STREET, STROUDSBURG, PA 18360
COVER SHEET
STROUDSBURG BOROUGH - MONROE COUNTY - PENNSYLVANIA
File No.: 3498Dwn By: KD
Date: 09/23/2025
Scale: N/A
Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg , PA, 17815
COPYRIGHT PETERS CONSULTANTS, INC. 2025. THESE PLANS ARE INSTRUMENTS OF SERVICE
AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS
GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE
PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY
NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR
ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS
CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE
PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.
ANN STREET PARKING GARAGE
BOROUGH OF STROUDSBURG
STROUDSBURG PARKING PROJECT
MONROE COUNTY, PENNSYLVANIA
DRAWING INDEX:
SHEET 1 COVER SHEET
SHEET 2 EXISTING FIRST FLOOR
SHEET 3 EXISTING SECOND FLOOR
SHEET 4 EXISTING SECOND FL W/JOINT LOCATION
SHEET 5 DETAIL SECTIONS
SHEET 6 DETAILS
SHEET 7 ELEVATIONS/DETAILS
D en ni s R
. P ete rs
SCALE: 1"=100'
ABBREVATIONS:
D.T. DOUBLE TEE
COL. COLUMN
CONNX. CONNECTION
BRG. BEARING
MIN. MINIMUM
EA. EACH
CONC. CONCRETE
EXIST. EXISTING
BM. BEAM
DWG. DRAWING
TYP. TYPICAL
REINF. REINFORCEMENT
LOCATION MAP
STAIR 1
B CA DB2 C2
ANN STREET
HOOD ALLEY ABOVE
SO
U
TH
TH
S
TR
EE
T
27 28
39 40
51 52
7879808182
C
C
PARKING ENTRANCE
MECH.
EL
EC
6"
B
B
AA
DRAIN TO BE CLEANED
AND FLUSHED (TYP)
DRAIN TO BE CLEANED
AND FLUSHED (TYP)
DRAIN TO BE CLEANED
AND FLUSHED (TYP)
DRAIN TO BE CLEANED
AND FLUSHED (TYP)
PROJECT: 3498 - DRAWING: SHEET 2.dwg - LAYOUT: EXISTING FIRST FLOOR
COPYRIGHT PETERS CONSULTANTS, INC. 2025. THESE PLANS ARE INSTRUMENTS
OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS,
INC. THE CLIENT IS GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS
SOLELY TO CONSTRUCT THE PROJECT DEPICTED ON THE PLANS. THE PLANS MAY
NOT BE MODIFIED IN ANY WAY AND MAY NOT BE USED FOR SUBSEQUENT
ADDITIONS, RENOVATIONS, MODIFICATIONS, OR ALTERATIONS TO THE PROJECT
WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS CONSULTANTS, INC.
PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE PLANS
BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.
info1@petersconsultants.com - www.petersconsultants.com
PCI PETERS CONSULTANTS, INC.
CONSULTING ENGINEERS/LAND SURVEYORS
Sheet 2 of 7Ck. By: DRP
REVISIONS BYDATE
No.27528-E
P E
N N S Y L V A N
I A
CO
MMONWEA L T H
O F
REGISTERED
DENNIS R. PETERS
ENGINEER
PROFESSIONAL
File No.: 3498Dwn By: KDScale: 1/8" = 1'-0"
Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg , PA, 17815
015 234 5 10 15
1/8 INCH = 1 FEET
D en ni s R
. P ete rs ANN STREET PARKING GARAGE
550 ANN STREET, STROUDSBURG, PA 18360
EXISTING FIRST FLOOR
STROUDSBURG BOROUGH - MONROE COUNTY - PENNSYLVANIA
NOTE
SHEETS 1-7 OF 7 MUST BE READ TOGETHER AND ARE TO
BE CONSIDERED ONE INTEGRAL PLAN
Date: 09/23/2025
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AutoCAD SHX Text NO D.T. TO WALL CONNECTIONS OBSERVED. RESTORE ALL DETERIORATED CONNECTIONS BETWEEN D.T. AND WALL. MATCH EXIST. CONNX DETAILS.
AutoCAD SHX Text
CLEAN SLAB ON GRADE OF DIRT AND DEBRIS
AutoCAD SHX Text CONNECTORS FROM D.T. TO WALL THIS AREA REQUIRE REPAIR. REMOVE ALL RUST DOWN TO SOLID MATERIAL. RESTORE CONNX AND PAINT w/ GALVANIC PAINT.
AutoCAD SHX Text CONNECTORS FROM D.T. TO WALL THIS AREA ARE IN GOOD CONDITION. REMOVE LIGHT RUST AND REPAINT w/ GALVANIC PAINT.
AutoCAD SHX Text
REPAIR SEALANT AT CORNER JOINT. MATCH EXIST. SEALANT AND BACKER ROD.
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COLUMN BASE ENCASED IN CONCRETE TO REMAIN
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CLEAN EXIST SLAB OF ALL DIRT AND DEBRIS
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CLEAN EXIST SLAB OF ALL DIRT AND DEBRIS
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REMOVE AND REPLACE FAILED CONC. AT DIAMOND CUT-OUT.
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COLUMN BASE ENCASED IN CONCRETE TO REMAIN
AutoCAD SHX Text VERTICAL AND HORIZONTAL HAIRLINE CRACKS IN EXIST WALL. SEAL CRACKS w/ SIKA INJECTION 101. FOLLOW ALL MANUFACTURER'S INSTALLATION SPECIFICATIONS.
AutoCAD SHX Text VERTICAL AND HORIZONTAL HAIRLINE CRACKS IN EXIST WALL. SEAL CRACKS w/ SIKA INJECTION 101. FOLLOW ALL MANUFACTURER'S INSTALLATION SPECIFICATIONS.
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CLEAN EXIST SLAB OF ALL DIRT AND DEBRIS
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CLEAN EXIST SLAB OF ALL DIRT AND DEBRIS
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COLUMN BASE IS ENCASED IN CONCRETE TO REMAIN
AutoCAD SHX Text REPAIR COLUMN CRACKING DAMAGE. AT FACE OF COLUMN AND AT CORBEL GIRDER SUPPORT. FOLLOW GENERAL REPAIR NOTES SHEET 5.
AutoCAD SHX Text REPAIR CONC DAMAGE AT COL. CLEAN RUSTED STEEL AND PAINT. SEE COLUMN BASE REPAIRS.
AutoCAD SHX Text PATCH AND REPAIR CONCRETE PIER WHERE DAMAGED. CLEAN CONCRETE PIER TYP. ALL PIERS ON LINE 'A'. FOLLOW REPAIR NOTES ON SHEET 5.
AutoCAD SHX Text REPAIR CONC DAMAGE AT COL. CLEAN RUSTED STEEL AND PAINT. SEE COLUMN BASE REPAIRS.
AutoCAD SHX Text PATCH AND REPAIR CONCRETE PIER WHERE DAMAGED. CLEAN CONCRETE PIER TYP. ALL PIERS ON LINE 'A'. FOLLOW REPAIR NOTES ON SHEET 5.
AutoCAD SHX Text REPAIR CONC DAMAGE AT COL. CLEAN RUSTED STEEL AND PAINT. SEE COLUMN BASE REPAIRS NOTES.
AutoCAD SHX Text PATCH AND REPAIR CONCRETE PIER WHERE DAMAGED. CLEAN CONCRETE PIER TYP. ALL PIERS ON LINE 'D'. FOLLOW REPAIR NOTES ON SHEET 5.
AutoCAD SHX Text SMALL AREA OF DAMAGED BRICK AT EXTERIOR. PATCH w/ SIKA QUICK VOH. TOOL TO MATCH BRICK COURSING TINT OR PAINT TO MATCH BRICK
AutoCAD SHX Text CLEAN MINOR RUST AT GIRDER TO WALL CONNXS AND PAINT. TYPICAL ALL UNLESS NOTED OTHERWISE. USE GALVANIC PAINT.
AutoCAD SHX Text
LIGHT FIXTURE IS ASKEW - REPAIR
AutoCAD SHX Text
CONC WALL SURFACE DAMAGE LOCAL REPAIR REQ'D. FOLLOW REPAIR NOTES ON SHEET 5
AutoCAD SHX Text
AutoCAD SHX Text
CLEAN MASONRY WALLS AND REPAINT TO MATCH EXISTING
AutoCAD SHX Text REPAIR DAMAGED CMU CRACKED AND DISPLACED AT TOP OF WALL. REMOVE DAMAGED MASONRY AND INSTALL NEW BLOCK AT DAMAGED AREAS TO MATCH EXISTING. PROVIDE NEW GALVANIZED STEEL ANGLE LINTELS ABOVE DOORS. (2) ANGLES 3 1/2x 3 1/2x " w/ 6" BRG. MIN. EA. END.14" w/ 6" BRG. MIN. EA. END.
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DOOR
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CONNX TO WALL TYP. BOTTOM OF D.T. TO WALL.
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SEE COLUMN BASE REPAIR NOTES
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COLUMN BASE REPAIR NOTES
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JOINT MATERIAL AT COLUMN HAS FAILED ABOVE. REMOVE REPLACE IN KIND AT DECK ABOVE.
AutoCAD SHX Text REPAIR LIGHT FIXTURE RESTORE PROPER ALIGNMENT AND SECURE TO BUILDING. TYP. ALL LIGHT FIXTURES
AutoCAD SHX Text
REMOVE PLANTS GROWING INTO BLDG.
AutoCAD SHX Text LOCAL MINOR VERTICAL JOINT SEALANT REPAIR IN EXTERIOR. USE SIKA JOINT SEALANT FOR JOINT WIDTH. SEE GENERAL NOTES SHEET 5.
AutoCAD SHX Text VERTICAL CRACKS IN CONC FDN WALL. COSMETIC REPAIR. ROUT OUT CRACK AND SEAL w/ SIKA SIKADUR CRACK FIX.
AutoCAD SHX Text STAIR HAS SETTLED CREATING A TRIP HAZARD AT TOP STEP. REMOVE AND REPLACE STAIR IN KIND
AutoCAD SHX Text REPOINT BRICK MASONRY AT DAMAGED AREAS UNDER OPENINGS AND POWER WASH BRICK STAINING
AutoCAD SHX Text
1. CLEAN THE EXIST SLAB OF ALL CLEAN THE EXIST SLAB OF ALL DEBRIS 2. REPAIR ALL CRACKS IN THE SLAB ON REPAIR ALL CRACKS IN THE SLAB ON GRADE IN ACCORDANCE WITH THE SLAB REPAIR GENERAL NOTES ON SHEET 5 ITEM 4.
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text REPOINT BRICK MASONRY AT DAMAGED AREAS UNDER OPENINGS AND POWER WASH BRICK STAINING
AutoCAD SHX Text
CLEAN EXIST SLAB OF ALL DIRT AND DEBRIS
AutoCAD SHX Text DOWEL NEW STAIR INTO EXIST. FDN. WALL AT TOP STEP w/ #4 BARS AT 8" O.C. EPOXY SET 6" DEEP EXTEND 12" INTO NEW STAIR.
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1. REMOVE ALL LOOSE MATERIAL INCLUDING CEMENT AT BOLT LOCATIONS AND REMOVE ALL LOOSE MATERIAL INCLUDING CEMENT AT BOLT LOCATIONS AND REMOVE RUST ON THE STEEL BASE PLATE 2. CLEAN RUST FROM COL. BASE PLATE BOLTS. CLEAN RUST FROM COL. BASE PLATE BOLTS. 3. CLEAN BASE PLATE AND BOLT AREA. REMOVE ALL DIRT AND DUST PRIOR TO CLEAN BASE PLATE AND BOLT AREA. REMOVE ALL DIRT AND DUST PRIOR TO REPAIR. 4. PREPARE SURFACES TO RECEIVE NEW CONC. INFILL AT COL. BOLT LOCATIONS. PREPARE SURFACES TO RECEIVE NEW CONC. INFILL AT COL. BOLT LOCATIONS. 5. INSTALL NEW SMALL AGGREGATE 4000 PSI CONC INFILL AT BOLT AREAS TO INSTALL NEW SMALL AGGREGATE 4000 PSI CONC INFILL AT BOLT AREAS TO MATCH EXISTING, OR 4000 PSI NON. SHRINK GROUT. PROVIDE BONDING AGENT. 6. PAINT EXIST. BASE PLATE WHERE EXPOSED w/ ZINC CHROMATE PRIMER AND PAINT EXIST. BASE PLATE WHERE EXPOSED w/ ZINC CHROMATE PRIMER AND ALKYD URETHANE ENAMEL FINISH GRAY. REFERENCE SPECIFICATIONS.
1819202122
2 3
STAIR 1
ANN STREET
HOOD ALLEY
C
C
B CA D
B2 C2
ANN STREET
232425262728
AMOUNT OF D.T. JOINT REPAIR:
ALL D.T. JOINTS TO BE REPAIRED
STEEL FLANGE CONNECTIONS:
470 STEEL FLANGES (APPROXIMATELY)
ALL STEEL FLANGE CONNECTORS TO BE REMOVED
AND REPLACED
B
B
AA
DRAIN TO BE CLEANED
AND FLUSHED (TYP)
DRAIN TO BE CLEANED
AND FLUSHED (TYP)
DRAIN TO BE CLEANED
AND FLUSHED (TYP)
DRAIN TO BE CLEANED AND FLUSHED (TYP)
PROJECT: 3498 - DRAWING: SHEET 3.dwg - LAYOUT: EXISTING SECOND FLOOR PLAN info1@petersconsultants.com - www.petersconsultants.com
PCI PETERS CONSULTANTS, INC.
CONSULTING ENGINEERS/LAND SURVEYORS
Sheet 3 of 7Ck. By: DRP
REVISIONS BYDATE
No.27528-E
P E
N N S Y L V A N
I A
CO
MMONWEA L T H
O F
REGISTERED
DENNIS R. PETERS
ENGINEER
PROFESSIONAL
File No.: 3498Dwn By: KD
Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg , PA, 17815
COPYRIGHT PETERS CONSULTANTS, INC. 2025. THESE PLANS ARE INSTRUMENTS
OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS,
INC. THE CLIENT IS GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS
SOLELY TO CONSTRUCT THE PROJECT DEPICTED ON THE PLANS. THE PLANS MAY
NOT BE MODIFIED IN ANY WAY AND MAY NOT BE USED FOR SUBSEQUENT
ADDITIONS, RENOVATIONS, MODIFICATIONS, OR ALTERATIONS TO THE PROJECT
WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS CONSULTANTS, INC.
PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE PLANS
BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.
015 234 5 10 15
1/8 INCH = 1 FEET
Scale: 1/8" = 1'-0"
D en ni s R
. P ete rs ANN STREET PARKING GARAGE
550 ANN STREET, STROUDSBURG, PA 18360
EXISTING SECOND FLOOR
STROUDSBURG BOROUGH - MONROE COUNTY - PENNSYLVANIA
NOTE
SHEETS 1-7 OF 7 MUST BE READ TOGETHER AND ARE TO
BE CONSIDERED ONE INTEGRAL PLAN
Date: 09/23/2025
AutoCAD SHX Text 18'-8 "12"
AutoCAD SHX Text 16'-4"
AutoCAD SHX Text 7'-4"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 44'-9"
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DN
AutoCAD SHX Text 6'
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AutoCAD SHX Text 196'-11"
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19'-8"
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DT 4
DT 5
DT 9
STAIR 1
DT 18
ANN STREET
HOOD ALLEY
PO
U R
S
TR
IP
PO
U R
S
TR
IP
PO
U
R S
TR
IP
PO
U
R S
TR
IP
POUR STRIP POUR STRIP
11'-2"
POUR STRIP
DT 1
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DT 611'-2"
DT 711'-2"
DT 811'-2"
11'-2"
DT 1011'-2"
DT 1111'-2"
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7'-6"
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0"
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2'-10"
2'-7"
3'-1"
PO
U
R S
TR
IP
3'-1"
2'-7"
2'-7"
PO
U
R S
TR
IP
C
C
B CA D
B2 C2
2'-3" SQUARE PEDESTAL TO BE DEMOLISHED
TO SOUND CONCRETE. SEE SHEET 7.
SPALL REPAIR
SAWCUT 12" WIDE X15' LONG
SEE DETAIL D3 ON SHEET 6
DEMO. EXISTING SLAB SURFACE TO SOUND
CONCRETE. REPAIR PER DETAIL D3/ SHEET 6
ANN STREET
2'-3" SQUARE PEDESTAL TO BE DEMOLISHED
TO SOUND CONCRETE. SEE SHEET 7.
POUR STRIP
POUR STRIPPOUR STRIP
POUR STRIPPOUR STRIP
FLANGE TO DOUBLE TEE CONNECTION
(SEE DETAILS D, D1, D2, D3 & D4 ON SHEET 6)
AMOUNT OF D.T. JOINT REPAIR:
ALL D.T. JOINTS TO BE REPAIRED
STEEL FLANGE CONNECTIONS:
470 STEEL FLANGES (APPROXIMATELY)
ALL STEEL FLANGE CONNECTORS TO BE REMOVED
AND REPLACED
B
B
AA
A
WALL BELOW
WALL BELOW
8" 3"
3"
EPOXY SET IN 34" Ø HOLE
EPOXY COATED
#5 BARS AT 12"
O.C.SEE DETAIL
D7/SHEET 6
PROJECT: 3498 - DRAWING: SHEET 4.dwg - LAYOUT: EXISTING SECOND FL. W/DT & JOINTS info1@petersconsultants.com - www.petersconsultants.com
PCI PETERS CONSULTANTS, INC.
CONSULTING ENGINEERS/LAND SURVEYORS
Sheet 4 of 7Ck. By: DRP
REVISIONS BYDATE
No.27528-E
P E
N N S Y L V A N
I A
CO
MMONWEA L T H
O F
REGISTERED
DENNIS R. PETERS
ENGINEER
PROFESSIONAL
File No.: 3498Dwn By: KD
Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg , PA, 17815
COPYRIGHT PETERS CONSULTANTS, INC. 2025. THESE PLANS ARE INSTRUMENTS
OF SERVICE AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS,
INC. THE CLIENT IS GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS
SOLELY TO CONSTRUCT THE PROJECT DEPICTED ON THE PLANS. THE PLANS MAY
NOT BE MODIFIED IN ANY WAY AND MAY NOT BE USED FOR SUBSEQUENT
ADDITIONS, RENOVATIONS, MODIFICATIONS, OR ALTERATIONS TO THE PROJECT
WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS CONSULTANTS, INC.
PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE PLANS
BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.
015 234 5 10 15
1/8 INCH = 1 FEET
Scale: 1/8" = 1'-0"
D en ni s R
. P ete rs ANN STREET PARKING GARAGE
550 ANN STREET, STROUDSBURG, PA 18360
EXISTING SECOND FLOOR W/DT & JOINTS
STROUDSBURG BOROUGH - MONROE COUNTY - PENNSYLVANIA
NOTE
SHEETS 1-7 OF 7 MUST BE READ TOGETHER AND ARE TO
BE CONSIDERED ONE INTEGRAL PLAN
Date: 09/23/2025
AutoCAD SHX Text 7'-4"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
DN
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text 196'-11"
AutoCAD SHX Text 45'
AutoCAD SHX Text 45'
AutoCAD SHX Text 45'
AutoCAD SHX Text 44'
AutoCAD SHX Text 15'
AutoCAD SHX Text 3'-2"
AutoCAD SHX Text 166'-11"
AutoCAD SHX Text 25'
AutoCAD SHX Text 15'-4"
AutoCAD SHX Text 78'-5"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 6"
AutoCAD SHX Text 5'-2"
AutoCAD SHX Text 7'-4"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'
AutoCAD SHX Text 11'-10"
AutoCAD SHX Text 16'-2"
AutoCAD SHX Text 7"
AutoCAD SHX Text 4'-7"
AutoCAD SHX Text 8'-4"
AutoCAD SHX Text 11'-8"
AutoCAD SHX Text 12'-8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text 7'
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 49'-4"
AutoCAD SHX Text 14'-8"
AutoCAD SHX Text 152'-9"
AutoCAD SHX Text BRICK FACADE HAS BEEN DAMAGED BY A LOCAL LOSS OF BRICK MATERIAL. REBUILD DAMAGED BRICK AND STAIN/ PAINT TO MATCH
AutoCAD SHX Text
SEE SHT 7 FOR TYPICAL STONE COPING REPAIR
AutoCAD SHX Text EXISTING JOINT TO BE REVIEWED AFTER REMOVAL OF POUR STRIP. ADDITIONAL REPAIRS MAY BE REQUIRED DUE TO HIDDEN CONDITIONS
AutoCAD SHX Text
REMOVE/ REPLACE POUR STRIP
AutoCAD SHX Text CLEAN AND PAINT STEEL STRUCTURE ABOVE. THE STRUCTURE HAS SURFACE RUST TO BE CLEANED. CONTACT ENGINEER IF RUSTING IS MORE SEVERE
AutoCAD SHX Text REMOVE LOOSE MATERIAL AND PATCH MINOR CONC DAMAGE AT STAIR. SEE REPAIR NOTES PAGE 5.
AutoCAD SHX Text REMOVE/ REPLACE RUSTED BOLLARDS TYP. ALL W/ SURFACE. MOUNT BOLLARDS w/ HILTI EPOXY ANCHORS. FIELD VERIFY BOLT DEPTH 75% OF SUBSTRATE THICKNESS.
AutoCAD SHX Text
BADLY DAMAGED JOINT
AutoCAD SHX Text
REPAIR DAMAGE AT GIRDER PER DETAIL D6/6
AutoCAD SHX Text
DAYLIGHT VISIBLE AT SOME LOCATIONS THROUGH JOINT
AutoCAD SHX Text
SHEET 7
AutoCAD SHX Text
PARTIAL ELEVATION SHEET 7
AutoCAD SHX Text REPAIR DIAGONAL CRACK IN COLUMN AT CORBEL. ROUT OUT CRACK AND SEAL w/ SIKA SIKADUR CRACK FIX. CRACK TO BE MONITORED EVERY 12 MONTHS.
AutoCAD SHX Text REPAIR DIAGONAL CRACK IN COLUMN AT CORBEL. ROUT OUT CRACK AND SEAL w/ SIKA SIKADUR CRACK FIX. CRACK TO BE MONITORED EVERY 12 MONTHS.
AutoCAD SHX Text DAMAGE AT THE TOP OF D.T. BEARING AT GIRDER REPAIR. MULTIPLE LOCATIONS THIS BM. PER DETAIL D6/6
AutoCAD SHX Text
SHEET 7
AutoCAD SHX Text REPAIR CORNER CRACKING THROUGH BRICK FACE. ROUT OUT CRACK CLEAN AND SEAL w/ SIKADUR CRACK FIX
AutoCAD SHX Text
REMOVE AND REPLACE EXIST. DAMAGED CONC. POUR STRIP TYP. ENTIRE PERIMETER
AutoCAD SHX Text
EXIST. CURB
AutoCAD SHX Text
3 BOLLARDS REPAINT.
AutoCAD SHX Text SOME WATER INFILTRATION AT TOP OF WALL FLOWS OVER A CONDUIT. G.C. TO DETERMINE POINT OF ENTRY OF WATER AND REPAIR
AutoCAD SHX Text
MINOR DAMAGE AT END OF BM. REMOVE LOOSE CONCRETE & REPAIR. SEE NOTES ON SHEET 5.
AutoCAD SHX Text REMOVE & REPLACE RUSTED DRAIN IN KIND. REPAIR/ PATCH CONC. AROUND DRAIN. DRAIN TO BE CLEANED AND FLUSHED TYP. SEE GENERAL REPAIR NOTES ON SHEET 5.
AutoCAD SHX Text
REMOVE AND REPLACE POUR STRIPS ABOVE MAIN GIRDERS SEE D5/6
AutoCAD SHX Text
SHEET 5
AutoCAD SHX Text
WATER INFILTRATION STAINING AT CONC COL AND WALL TO BE REPAIRED
AutoCAD SHX Text
SHEET 5
AutoCAD SHX Text
REMOVE & REPLACE EXIST. CONC. POUR STRIP ENTIRE PERIMETER
AutoCAD SHX Text RUSTED REINFORCEMENT VISIBLE AT UNDERSIDE OF D.T. REMOVE CONCRETE SURFACE CLEAN REINFORCEMENT AND PATCH PER REPAIR NOTES SEE SHEET 5.
AutoCAD SHX Text REPAIR ALL JOINTS BETWEEN D.T. AND GIRDER. REPLACE BACKER PIECE AND JOINT SEALANT. SEE NOTES ON SHEET 5.
AutoCAD SHX Text REMOVE & REPLACE RUSTED DRAIN IN KIND. REPAIR/ PATCH CONC. AROUND DRAIN. SEE GENERAL REPAIR NOTES ON SHEET 5. DRAIN TO BE CLEANED AND FLUSHED TYP.
AutoCAD SHX Text
GIRDER DAMAGE TO BE REPAIRED PER DETAIL D6/6
AutoCAD SHX Text REMOVE & REPLACE RUSTED DRAIN IN KIND. REPAIR/ PATCH CONC. AROUND DRAIN. SEE GENERAL REPAIR NOTES ON SHEET 5. DRAIN TO BE CLEANED AND FLUSHED TYP.
AutoCAD SHX Text
DAYLIGHT VISIBLE AT CONNX POINTS REPAIR PER SHEETS 5 AND 6
AutoCAD SHX Text
G.C. TO INSPECT TOP OF GIRDER FOR POSSIBLE LOOSE CONC. REPAIR IF DAMAGE IS FOUND
AutoCAD SHX Text
SIGNIFICANT STAINING AT FACE OF GIRDER MINOR LOSS OF SURFACE CONCRETE
AutoCAD SHX Text
GIRDER DAMAGE TO BE REPAIRED PER DETAIL D6/6
AutoCAD SHX Text RUSTED RIENFORCEMENT VISIBLE AT UNDERSIDE OF D.T. CLEAN REINFORCEMENT AND PATCH PER REPAIR NOTES SEE SHEET 5.
AutoCAD SHX Text
CMU BLOCK ROOM BELOW
AutoCAD SHX Text
REPLACE DAMAGED SAFTEY GAURDRAIL AND ALUMINUM CAP, IN KIND. MATCH EXISTING.
AutoCAD SHX Text
CLEAN & PAINT RUSTED STEEL AT CANOPY
AutoCAD SHX Text REPLACE RUSTED WASHERS AT ALL D.T. TO WALL CONNECTIONS w/ NEW GALV WASHERS TO MATCH EXIST.
AutoCAD SHX Text DAMAGED CONNECTION BETWEEN THE EXTERIOR WALL PANES TO BE REMOVED AND REPLACED IN KIND
AutoCAD SHX Text RUST DAMAGE TYP. AT ALL MECH. FASTENERS BETWEEN D.T.S REPAIR DETAILS ON SHEETS 5 AND 6
AutoCAD SHX Text
REPLACE LIFTING PIN COVERS (AS NEEDED) STANDING WATER
AutoCAD SHX Text
WAS OBSERVED AT UNCOVERED LIFTING PIN LOCATIONS AT TOP OF WALL
AutoCAD SHX Text WELD FAILURE AT CORNER WALL PANEL CONNX. REMOVE EXIST. WELD AND RE-WELD PLATES. PAINT REPAIR IN ACCORDANCE w/ NOTES ON SHEET 5.
AutoCAD SHX Text
INDICATES COLUMN CORBEL BELOW
AutoCAD SHX Text
REMOVE RUST AT STEEL CANOPY. CLEAN AND PAINT
AutoCAD SHX Text
REMOVE AND REPLACE EXISTING DAMAGED FLASHING AT RAILING IN KIND
AutoCAD SHX Text
SIGNIFICANT STAINING AND WATER INFILTRATION AT GIRDER. CLEAN STAINING TYP. ALL.
AutoCAD SHX Text
GIRDER DAMAGE TO BE REPAIRED PER DETAIL D6/6
AutoCAD SHX Text
SHEET 5
AutoCAD SHX Text
SHEET 5
REMOVE & REPLACE RUSTED DRAIN IN KIND. REPAIR/ PATCH CONC. AROUND DRAIN. SEE GENERAL REPAIR NOTES ON SHEET 5. DRAIN TO BE CLEANED AND FLUSHED TYP.
A
3C
DETAIL SECTION
NOT TO SCALE
3D
D5
4B
B DETAIL SECTION
NOT TO SCALE
PLAN
TYPICAL SECTION
NOT TO SCALE
DOUBLE TEE DETAIL
NOT TO SCALE
TYPICAL SECTION AT CONNECTION FLANGE
NOT TO SCALE
GENERAL REPAIR NOTES:
REFER TO THE SPECIFICATIONS PREPARED BY PETERS CONSULTANTS, INC.
A) CONCRETE REPAIR
1. PROTECT PERSONS,VEHICLES,PLANTS, SURROUNDING SURFACES, AND SURROUNDING.
2. REMOVE CRACKED AND SPALLED CONCRETE DOWN TO SOUND CONCRETE.
3. CLEAN EXPOSED REINFORCEMENT,WHERE EXPOSED, IF NECESSARY.
4. IF REINFORCEMENT HAS SECTION AREA LOSS REMOVE AND REPLACE DAMAGED PORTION OF
REINFORCEMENT. LAP NEW REINF. 24 BAR DIAMETERS w/ SOUND EXIST. REINFORCEMENT.
5. MOISTEN (SATURATE) PREPARED CONCRETE SURFACE AND ALLOW TO DRY TO SSD (SATURATED
SURFACE-DRY) CONDITION JUST PRIOR TO PLACING NEW CONCRETE FOR -COAT WITH- REPAIR.
6. PATCH WITH APPROVED PATCH MATERIALS. PER MANUFACTURER'S SPECIFICATIONS.
B) DOUBLE TEE CONNECTIONS
1. REMOVE CORROSION AND EXISTING PAINT BY SAND-BLASTING, WATERBLASTING,
WIRE WHEEL GRINDING, WIRE BRUSH, OR BY OTHER INDUSTRY-ACCEPTED MEANS AND METHODS.
2. CLEAN ANY MATERIAL USED TO REMOVE CORROSION (EX. SAND FROM SAND-BLASTING OPERATION).
3. CONNECTIONS: APPLY 2-COATS OF ZINC-RICH, COLD-GALVANIZING SPRAY TO THE EXPOSED - AND
CLEANED - STEEL.
USE ZRC (OR OTHER SUBMITTED AND APPROVED ALTERNATE).
C) JOINT SEALANT - REPLACEMENT
1. REMOVE SEALANT AND EXISTING BACKER ROD LOCATED AT ALL JOINTS AT PERIMETER AND
TEE-TO-TEE LONGITUDINAL JOINTS. TO MATCH EXISITNG.
2. CLEAN AREA WITH COMPRESSED AIR, WATER, OR OTHER INDUSTRY-ACCEPTED MEANS AND METHODS.
3. INSTALL NEW BACKER ROD IN JOINTS.
4. INSTALL A POLYURETHANE-BASED SEALANT SUITABLE FOR
PARKING GARAGE EXPOSURE IN ALL CRACKS AND CONTROL JOINTS.
5. SEALANT COLOR TO BE CHOSEN BY OWNER.
6. DISPOSE OF RUNOFF FROM CLEANING BY LEGAL MEANS AND IN A MANNER THAT PREVENTS SOIL
EROSION,UNDERMINING OF PAVING AND FOUNDATIONS,DAMAGE TO LANDSCAPING, AND WATER
PENETRATION INTO BUILDING INTERIOR.
D) MAIN GIRDER REPAIRS
1. REMOVE ALL LOOSE MATERIAL DOWN TO SOUND CONCRETE.
2. REPLACE DAMAGED REINFORCEMENT BY REMOVING THE DAMAGED SECTION OF REINF. AND SPLICING
IN A NEW SECTION OF REINF. TO MATCH THE EXIST. SPLICE THE NEW REINF. TO THE EXIST. w/ A
LENGTH OF 24 BAR DIAMETERS.
3. MOISTEN (SATURATE) PREPARED CONCRETE SURFACE AND ALLOW TO DRY TO SSD
(SATURATED-SURFACE-DRY) CONDITION JUST PRIOR TO PLACING NEW CONCRETE FOR -COAT
WITH-REPAIR.
4. PATCH WITH APPROVED PATCH MATERIALS. PER MANUFACTURER'S SPECIFICATIONS.
MATERIALS:
THE FOLLOWING PRODUCTS ARE SPECIFIED FOR REPAIRS BASED ON THE APPLICATION:
(OR APPROVED EQUAL)
*1 APPROVED OR EQUAL.
1. HORIZONTAL SPALL REPAIR
SIKAQUICK 1000
2. VERTICAL AND OVERHEAD REPAIRS
SIKAQUICK VOH
3. REBAR COATING
SIKA ARMATEK 110 EPOCEM
4. HORIZONTAL JOINT SEALANT
SIKAFLEX 2C NS TG
5. VERTICAL JOINT SEALANT
SIKAFLEX 15LM
6. TRAFFIC DECK COATING
SIKADUR 21 LO-MOD LV PRIMER
SIKADUR 22 LO-MOD W/ AGGREGATE
SIKADUR 55 SLV CRACK HEALER
7. WALL COATING
SIKAGARD 670W
8. SIKAQUICK VOH
9. SIKA SIKADUR CRACK FIX
10. SIKA INJECTION 101
ALL APPLICATIONS SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS AND INSTALLATION
INSTRUCTION.
MOCK UPS AND IN-SITU ADHESION TESTS
PRIOR TO BEGINNING FULL SCALE CONSTRUCTION OF THE TEE-TO-TEE JOINTS, A MOCK-UP SHALL BE PREPARED ON A 5' SECTION. AN ADHESION TEST SUCH AS THAT DESCRIBED IN ASTM C1521. THE MOCK-UP
SHALL BE REVIEWED AND APPROVED PRIOR TO PROCEEDING WITH PRODUCTION.
GENERAL NOTES:
REFER TO THE SPECIFICATIONS PREPARED BY PETERS CONSULTANTS, INC.
REFERENCE CODES: IBC 2018, 2018 IMC, 2018 IPC, 2017 NEC.
A) PROVIDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY TO COMPLETE THE REPAIRS IN THE GARAGE AS SPECIFIED HEREIN AND AS INDICATED ON THE DRAWINGS AND CONTRACT DOCUMENTS IN ACCORDANCE WITH THE PRODUCT MANUFACTURERS' MOST CURRENT SPECIFICATIONS AND DETAILS. IT IS TO BE NOTED THAT THE FOLLOWING GENERAL DESCRIPTION APPLIES FOR THE WORK AS
FOLLOWS:
1. COMPLETE CONCRETE REPAIRS THROUGHOUT THE GARAGE AS INDICATED.
2. REMOVE AND REPLACE EXISTING SEALANTS THROUGHOUT THE GARAGE AT ALL JOINTS AND AT
TEE-TO-TEE INTERSECTIONS.
3. CLEANING AND PAINTING OF CORRODED DOUBLE TEE CONNECTORS IS INCLUDED WHERE IDENTIFIED
DURING SEALANT REPLACEMENT PROJECT. RE-WELD OR REPLACE SHEAR CONNECTORS WHERE
BROKEN AS IDENTIFIED DURING THE SEALANT REPLACEMENT.
4. ROUT AND SEAL CRACKS IN CONCRETE THROUGHOUT THE GARAGE THAT ARE GREATER THAN 1/16” OR
THOSE THAT REQUIRE SEALING PER THE TRAFFIC BEARING COATING MANUFACTURER’S
RECOMMENDATIONS. REMOVE AND REPLACE EXISTING SEALANTS IN CRACKS PREVIOUSLY ROUTED
AND SEALED.
5. APPLY 2-COAT DECK COATING TO ALL DECK SURFACES. SEE MATERIALS BELOW AND CONTRACT
DOCUMENTS.
6. APPLY PROTECTIVE WALL COATING TO ALL CONCRETE WALL AND PILLAR SURFACES. SEE MATERIALS
BELOW.
info1@petersconsultants.com - www.petersconsultants.com
PCI PETERS CONSULTANTS, INC.
CONSULTING ENGINEERS/LAND SURVEYORS
Sheet 5 of 7Ck. By: DRP
REVISIONS BYDATE
PR
O
JE
C
T:
- D R
AW
IN
G : S
H
EE
T 5.
dw g
- L
AY
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T:
D
ET
AI
LS
No.27528-E
P E
N N S Y L V A N
I A
CO
MMONWEA L T H
O F
REGISTERED
DENNIS R. PETERS
ENGINEER
PROFESSIONAL
File No.: 3498Dwn By: KDScale: N/A
Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg , PA, 17815
D en ni s R
. P ete rs
COPYRIGHT PETERS CONSULTANTS, INC. 2025. THESE PLANS ARE INSTRUMENTS OF SERVICE
AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS
GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE
PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY
NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR
ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS
CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE
PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.
ANN STREET PARKING GARAGE
550 ANN STREET, STROUDSBURG, PA 18360
DETAIL SECTIONS
STROUDSBURG BOROUGH - MONROE COUNTY - PENNSYLVANIA
NOTE
SHEETS 1-7 OF 7 MUST BE READ TOGETHER AND ARE TO
BE CONSIDERED ONE INTEGRAL PLAN
Date: 09/23/2025
AutoCAD SHX Text
CORBEL
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text 2'
AutoCAD SHX Text 9"
AutoCAD SHX Text 3'
AutoCAD SHX Text 2'-10"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10 "12"
AutoCAD SHX Text 7"
AutoCAD SHX Text 7"
AutoCAD SHX Text 3'-2"
AutoCAD SHX Text
COLUMN BASE RE: PLAN FOR LOCATION OF ENLARGED BASE
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text
INVERTED-TEE GIRDER
AutoCAD SHX Text
DOUBLE TEE
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text
DOWEL
AutoCAD SHX Text
CONNCRETE
AutoCAD SHX Text
SEALANT JOINT
AutoCAD SHX Text 2'-7"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text
CROWNED FOR WATER RUN OFF TO DRAIN
AutoCAD SHX Text
2" SECTION OF DBL TEE
AutoCAD SHX Text
2" SECTION OF DBL TEE
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text
DOUBLE TEE
AutoCAD SHX Text
CORBEL
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
DOUBLE TEE
AutoCAD SHX Text
EXISTING DOUBLE TEE FLANGE CONNECTOR EVERY 5' (TYP.)
AutoCAD SHX Text 12"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 2'
AutoCAD SHX Text 5'-10"
AutoCAD SHX Text
INVERTED-TEE GIRDER
AutoCAD SHX Text
INVERTED-TEE GIRDER
AutoCAD SHX Text
LEFT FACEPLATE
AutoCAD SHX Text
JUMPER PLATE
AutoCAD SHX Text
EMBEDDED CONNETOR LEG
AutoCAD SHX Text
RIGHT FACEPLATE
AutoCAD SHX Text
RIGHT FACEPLATE
AutoCAD SHX Text
BACKER ROD
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
TEMPORARY FORM WORK AND SHORING REQUIRED FOR CONSTRUCTION
AutoCAD SHX Text 3'
AutoCAD SHX Text 3'
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 4"
AutoCAD SHX Text 5'-2"
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text 11'-2"
AutoCAD SHX Text
DOUBLE TEE
AutoCAD SHX Text
NOTE: NOT ALL DOUBLE TEE MEMBERS COMPLY WITH THIS GEOMETRY
AutoCAD SHX Text
SLUG BAR
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
FACEPLATE OF CONNECTOR
NOTE: ALL REPLACMENT MATERIAL TO MATCH EXISTING
D EMBEDDED FLANGE CONNECTOR
NOT TO SCALE
DOUBLE TEES
SLUG
D1
VA
R
IE
S
M
IN
IM
U
M
'-0
VARIES
1'-0" MINIMUM
VARIES
1'-0" MINIMUM
FLANGE CONNECTION REPLACEMENT
NOT TO SCALE
PROVIDE TEMPORARY VERTICAL
FORM FOR CONSTRUCTION
REPLACE EXISTING
FLANGE REINFORCEMENT
AS REQUIRED (IN-KIND)
ADD ALL ADDITIONAL
REINF. AS REQUIRED BY
THE MANUFACTURER.
SEE REPAIR PROCEDURE
BELOW.
WELDING REPAIR
NEW SLUG
D4 WELDING REPAIR
NOT TO SCALE
REPAIR PROCEDURE:
1. REMOVE CONCRETE FULL DEPTH ON ONE OR BOTH SIDES OF THE JOINT AS SHOWN AND DESIGNATED BY THE ENGINEER.
2. REMOVE ANY EXISTING SHEAR CONNECTOR COMPONENTS.
3. INSTALL NEW SHEAR CONNECTOR COMPONENTS AND REINFORCEMENTS. DOWEL AND INSTALL REBAR AS REQUIRED WITH HILTI HIT HY200.
4. ADD 4X4 WWF IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
5. PAINT ENTIRE ASSEMBLY WITH APPROVED PAINT.
6. PLACE NEW CONCRETE.
NOTE:
AT LOCATIONS WHERE WELDS HAVE FAILED, WELD IN ACCORDANCE WITH THE DETAIL D4 SHEET 6.
REPAIR PROCEDURE:
REMOVE AND REPLACE ALL FLANGE CONNECTIONS WITH "VECTOR CONNECTOR" 201L STAINLESS STEEL
AS MANUFACTURED BY JV1-INC.
EXTENT OF PREPARED AREA
3" MIN.
EMBEDDED REINFORCEMENT
AREA OF VISIBLE
DETERIORATION
EXPOSED REINFORCEMENT IN
AREA OF VISIBLE DETERIORATION
EXTENT OF PREPARED AREA
DOUBLE TEE OR
SLAB ON GRADE
D3 TOP SIDE SPALL REPAIR DETAIL
NOT TO SCALE
NOTE:
WHERE FLANGE CONNECTORS ARE INTACT, CLEAN, PAINT
AND RE-WELD SLUG OR PLATE PRIOR TO INSTALLING JOINT SEALANT.
D2 DETAIL
NOT TO SCALE
D6 GIRDER REPAIR DETAIL
NOT TO SCALE
REMOVE EXIST. LOOSE CONCRETE
DOWN TO SOUND MATERIAL.
REPLACE ANY REINF. w/ SECTION LOSS. CLEAN REINF. w/SURFACE
RUST.
REPAIR CONC. IN ACCORDANCE w/
REPAIR NOTES ON SHEET 5.
NOTE: REBAR REPLACEMENT AS
REQUIRED BY FIELD CONDITION.
FOLLOW REPAIR NOTES ON SHEET
5.
SEE D5 FOR MORE INFO AT POUR
STRIP
D5 REPAIR AT POUR STRIP ABV MAIN GIRDERS
NOT TO SCALE
8" MIN.
D7 TOP SIDE DOWEL DETAIL
NOT TO SCALE
EPOXY COATED #5 BAR
EXTENDS 8" INTO EXISTING
CONCRETE. EPOXY SET #5 BAR
w/ HILTI HIT HY200. RE: PLAN
FOR ADDITIONAL
INFORMATION.
info1@petersconsultants.com - www.petersconsultants.com
PCI PETERS CONSULTANTS, INC.
CONSULTING ENGINEERS/LAND SURVEYORS
Sheet 6 of 7Ck. By: DRP
REVISIONS BYDATE
PR
O
JE
C
T:
- D R
AW
IN
G : S
H
EE
T 6.
dw g
- L
AY
O U
T:
D
ET
AI
LS
No.27528-E
P E
N N S Y L V A N
I A
CO
MMONWEA L T H
O F
REGISTERED
DENNIS R. PETERS
ENGINEER
PROFESSIONAL
File No.: 3498Dwn By: KDScale: N/A
Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg , PA, 17815
D en ni s R
. P ete rs
COPYRIGHT PETERS CONSULTANTS, INC. 2025. THESE PLANS ARE INSTRUMENTS OF SERVICE
AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS
GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE
PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY
NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR
ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS
CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE
PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN.
ANN STREET PARKING GARAGE
550 ANN STREET, STROUDSBURG, PA 18360
DETAILS
STROUDSBURG BOROUGH - MONROE COUNTY - PENNSYLVANIA
NOTE
SHEETS 1-7 OF 7 MUST BE READ TOGETHER AND ARE TO
BE CONSIDERED ONE INTEGRAL PLAN
Date: 09/23/2025
AutoCAD SHX Text
SLUG BAR
AutoCAD SHX Text
FACEPLATE OF CONNECTOR
AutoCAD SHX Text
DOUBLE TEES
AutoCAD SHX Text
EMBEDDED CONNECTOR LEG
AutoCAD SHX Text
EMBEDDED FLANGE CONNECTION
AutoCAD SHX Text
SLUG BAR OR PLATE
AutoCAD SHX Text
DOUBLE TEE
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 3'-2"
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 9"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4"
AutoCAD SHX Text
2" SECTION OF DBL TEE TO REMAIN
AutoCAD SHX Text
2" SECTION OF DBL TEE
AutoCAD SHX Text REMOVE AND REPLACE CONC POUR STRIP ABOVE MAIN GIRDERS. USE 5000 PSI CONCRETE. GEOMETRY TO MATCH EXIST.
AutoCAD SHX Text
ROUGHEN EXIST. CONCRETE TO REMAIN AND APPLY BONDING AGENT
AutoCAD SHX Text
(9) #3 BARS CONT.
INVERTED-TEE GIRDER
HOOD ALLEY
2'-0" X 3'-10"
CONCRETE COPING CAP
SEALANT JOINT
2'-0" SQUARE PEDESTAL
TO BE
DEMOLISHED TO SOUND
CONCRETE AND
REPAIRED TO ORIGINAL
CONSTRUCTION. SEE
SHEET 5 FOR REPAIR
NOTES.
1C
VERTICAL SEALANT JOINT
TO BE REPLACED
THROUGHOUT
REMOVE LIGHT FIXTURE TO COMPLETE
PEDESTAL REPAIRS AND REINSTALL.
STORE FIXTURE IN A SAFE LOCATION
INSTALL NEW JOINT SEALANT TYPICAL
AT ALL COPING STONE JOINTS. SEE
REPAIR NOTES SHEET 5.
ROUT AND REPAIR
CRACK IN THE
WALL AT CORNER.
REPAIR BOTH
SIDES OF
CORNER.
SEE REPAIR
NOTES SHEET 5.
BRICK WALL ELEVATION (HOOD ALLEY)
NOT TO SCALEA
SEALANT JOINT REPLACED THROUGHOUT
BRICK WALL SECTION
NOT TO SCALEC
HOOD ALLEY
LIMITS OF WALL COATING
1C
REMOVE AND REPLACE CONCRETE POUR STRIP TYP. ALL AREAS.
REPLACE JOINT SEALANT
REPLACE JOINT SEALANT BETWEEN
CAP AND BRICK FACADE
ENLARGED COPING REPAIR DETAIL
NOT TO SCALEB
info1@petersconsultants.com - www.petersconsultants.com
PCI PETERS CONSULTANTS, INC.
CONSULTING ENGINEERS/LAND SURVEYORS
Sheet 7 of 7Ck. By: DRP
REVISIONS BYDATE
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No.27528-E
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N N S Y L V A N
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CO
MMONWEA L T H
O F
REGISTERED
DENNIS R. PETERS
ENGINEER
PROFESSIONAL
File No.: 3498Dwn By: KDScale: N/A
Phone Number: 570-752-4433 2701 Columbia Blvd., Bloomsburg , PA, 17815
COPYRIGHT PETERS CONSULTANTS, INC. 2025. THESE PLANS ARE INSTRUMENTS OF SERVICE
AND REMAIN THE EXCLUSIVE PROPERTY OF PETERS CONSULTANTS, INC. THE CLIENT IS
GRANTED A NON-EXCLUSIVE LICENSE TO USE THE PLANS SOLELY TO CONSTRUCT THE
PROJECT DEPICTED ON THE PLANS. THE PLANS MAY NOT BE MODIFIED IN ANY WAY AND MAY
NOT BE USED FOR SUBSEQUENT ADDITIONS, RENOVATIONS, MODIFICATIONS, OR
ALTERATIONS TO THE PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF PETERS
CONSULTANTS, INC. PETERS CONSULTANTS, INC. ASSUMES NO LIABILITY FOR USE OF THE
PLANS BEYOND THE NON-EXCLUSIVE LICENSE GRANTED HEREIN. D
en ni s R
. P ete rs ANN STREET PARKING GARAGE
550 ANN STREET, STROUDSBURG, PA 18360
ELEVATIONS/DETAILS
STROUDSBURG BOROUGH - MONROE COUNTY - PENNSYLVANIA
NOTE
SHEETS 1-7 OF 7 MUST BE READ TOGETHER AND ARE TO
BE CONSIDERED ONE INTEGRAL PLAN
Date: 09/23/2025
AutoCAD SHX Text 8"
AutoCAD SHX Text 3'-10"
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
MORTAR
AutoCAD SHX Text
PARKING ENTRANCE
AutoCAD SHX Text 52'-0"
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text 3'-8"
AutoCAD SHX Text
SEE DET. B
AutoCAD SHX Text
SHEET 7
AutoCAD SHX Text 2'
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text
DOUBLE TEE
AutoCAD SHX Text
1'-2" X 3'-10" CONCRETE COPING CAP
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
MORTAR
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text 5'
AutoCAD SHX Text 5'
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text 5'-10"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10"
AutoCAD SHX Text 2'-7"
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
COMPACTED SOIL
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text 8"
AutoCAD SHX Text
2'-0" X 3'-10" X 8" CONCRETE COPING CAP
AutoCAD SHX Text
BRICK VENEER
MORTAR
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File details come from the government source that posted it. Updated .