2025-05-29_ISSUED_FOR_CONSTRUCTION_CC_JUVENILE_DETENTION_CENTER_SPECIFICATIONS-Drawings.pdf
PDF 10 MB Posted
- Attached to
- Juvenile Detention Façade Replacement
- Solicitation number
- 2025-230
- Issued by
- Collin County, Texas
About this file
These construction documents are engineering drawings prepared by Wiss, Janney, Elstner Associates, Inc. for the Collin County Juvenile Detention Center Addition located at 4700 Community Avenue in McKinney, Texas. The project involves a comprehensive facade renovation, specifically focusing on removing the existing stucco facade and replacing it with a new Exterior Insulation and Finish System (EIFS) cladding. The documents, issued for construction on 04/16/2025, provide detailed technical specifications for the renovation, including instructions for removing existing weather barriers, patching and repairing concrete modules, installing new water-resistive barriers, and implementing new flashing and cladding systems.
The project scope includes precise technical requirements for facade restoration, with an emphasis on maintaining the structural integrity of the existing building while upgrading its exterior envelope. The drawings indicate that approximately 15% of the substrate may require patch/repair, and include detailed instructions for window and door treatments, flashing installation, and integration of new water-resistive barriers. The estimated construction cost is approximately $150,000, with the work to be performed by a general contractor capable of executing the complex technical specifications outlined in the engineering drawings. The project is being managed by Collin County Construction and Projects, located at 2300 Bloomdale Road in McKinney, Texas.
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Other files
| File | Type | Posted |
|---|---|---|
| Sign-in_sheet_2025-230.pdf | ||
| Juvenile_Detention_Facade_Replacement.pdf | ||
| 2025-230_JUV._DET._CTR_SPECIFICATIONS_(REVISED_2025-05-30)_SK.pdf | ||
| LEGAL_NOTICE_TEMPLATE-2025-230_v8.pdf | ||
| 006113_Payment_Bond.doc | DOC document | |
| Bid_Bond_v2.doc | DOC document | |
| Construction_Agreement_Engineer_2.12.25.docx | DOCX document | |
| 006111_Performance_Bond.doc | DOC document | |
| CIQ_Form_(12).pdf | ||
| W9__(1).pdf |
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Sheet No.
Sheet Title
Scale
Checked
Drawn
Date
Project No.
DateMark Description
Project
F
E
D
C
B
A
F
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D
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B
A
Texas Registered Engineering Firm F-0093
Wiss, Janney, Elstner Associates, Inc.
6363 N. State Highway 161, Suite 300
Irving, Texas 75038
972.550.7777 tel www.wje.com
COLLIN COUNTY JUVENILE
DETENTION CENTER
ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
COLLIN COUNTY
CONSTRUCTION AND
PROJECTS
2300 BLOOMDALE ROAD
MCKINNEY, TX 75071
2022.7026.1
AAB
04/16/2025
As Noted
SRW
COVER SHEET
R-001
COLLIN COUNTY JUVENILE DETENTION
CENTER ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
WJE NO. 2022.7026.1
CLIENT/OWNER: COLLIN COUNTY CONSTRUCTION AND PROJECTS
2300 BLOOMDALE ROAD
MCKINNEY, TX 75071
ENGINEER: WISS, JANNEY, ELSTNER ASSOCIATES, INC.
6363 N. STATE HIGHWAY 161, SUITE 300
IRVING, TX 75038
972.550.7777
SCOPE OF WORK
04/16/2025 - ISSUED FOR CONSTRUCTION
NTS
PARTIAL VIEW OF EAST FACADE
1: REMOVE EXISTING STUCCO FACADE.
2: REMOVE EXISTING WATER RESISTIVE BARRIER AT CMU AND PRECAST
CONCRETE MODULES.
3: PATCH/REPAIR CMU AND PRECAST CONCRETE MODULES WHERE
SUBSTRATE IS TOO IRREGULAR TO RECEIVE NEW WATER RESISTIVE
BARRIER PER MANUFACTURER'S REQUIREMENTS. FOR BIDDING
PURPOSES, ASSUME 15% OF SUBSTRATE WILL REQUIRE PATCH/REPAIR.
4: INSTALL NEW WATER RESISTIVE BARRIER WITH ASSOCIATED FLASHING
AND TRANSITION MEMBRANES.
5: INSTALL NEW EXTERIOR INSULATION AND FINISH SYSTEM (EIFS),
INCLUDING ALL MANUFACTURER RECOMMENDED ACCESSORIES.
6. ALTERNATE 1 - IN LIEU OF REMOVING EXISTING WEATHER BARRIER,
INSTALL EXTERIOR SHEATHING OVER CMU AND PRECAST CONCRETE
MODULES.
7. ALTERNATE 2 - PAINT NEW AND EXISTING EIFS CLADDING AT FACILITY.
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
R-001 COVER SHEET
R-002 GENERAL NOTES AND SITE PLAN
R-101 ELEVATIONS
R-102 ELEVATIONS
R-201 DETAILS
R-202 DETAILS
R-203 DETAILS
FURNISH ALL LABOR, EQUIPMENT, MATERIALS, ACCESS, AND SUPERVISION
NECESSARY TO COMPLETE THE REPAIRS DESCRIBED HEREIN. COORDINATE
REPAIR WORK AND PHASING WITH OWNER. WORK INCLUDES THE
FOLLOWING ACTIVITIES:
NTS
PARTIAL VIEW OF WEST FACADE
NTS
PARTIAL VIEW OF SOUTH FACADE
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC
Client
Consultants
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Sheet No.
Sheet Title
Scale
Checked
Drawn
Date
Project No.
DateMark Description
Project
F
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D
C
B
A
F
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D
C
B
A
Texas Registered Engineering Firm F-0093
Wiss, Janney, Elstner Associates, Inc.
6363 N. State Highway 161, Suite 300
Irving, Texas 75038
ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
COLLIN COUNTY
CONSTRUCTION AND
PROJECTS
As Noted
SRW
GENERAL NOTES AND
SITE PLAN
R-002
GENERAL NOTES
1. DRAWINGS AND ASSOCIATED SPECIFICATIONS APPLY ONLY TO THE SPECIFIC PROJECT IDENTIFIED IN TITLEBLOCK
AND SHALL NOT BE USED FOR ANY OTHER PURPOSE WITHOUT SPECIFIC WRITTEN CONSENT OF
ARCHITECT/ENGINEER, ARCHITECT/ENGINEER'S SUB-CONSULTANTS, AND OWNER. ANY UNAUTHORIZED USE OF ARCHITECT/ENGINEER'S WORK PRODUCT SHALL BE AT USER'S SOLE RISK AND USER SHALL INDEMNIFY ARCHITECT/ENGINEER AGAINST ANY LIABILITY OR LEGAL EXPOSURE RELATED TO THE UNAUTHORIZED USE.
2. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, ARE TO BE TAKEN AS A WHOLE, AND SHOULD INCLUDE SUFFICIENT INFORMATION NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK IN A MANNER CONSISTENT WITH THE DESIGN INTENT. IN THE ABSENCE OF EXPLICIT OR REASONABLY INFERABLE INFORMATION ON DRAWINGS OR IN SPECIFICATIONS, PROMPTLY SEEK CLARIFICATION FROM ARCHITECT/ENGINEER AS A REQUEST
FOR INFORMATION.
3. SPECIFIED PRODUCTS ARE BELIEVED TO HAVE PROPERTIES ADEQUATE FOR THE INTENDED PURPOSE. IF CONTRACTOR HAS PREVIOUSLY FOUND SPECIFIED PRODUCTS TO BE UNACCEPTABLE FOR ANY REASON, CONTRACTOR SHALL PROMPTLY INFORM ARCHITECT/ENGINEER AS A REQUEST FOR SUBSTITUTION.
4. PROMPTLY REPORT TO ARCHITECT/ENGINEER AS A REQUEST FOR INFORMATION KNOWN OR SUSPECTED ERRORS, INCONSISTENCIES, OR OMISSIONS WITHIN OR BETWEEN DRAWINGS AND SPECIFICATIONS AS WELL AS KNOWN OR SUSPECTED VARIANCE OF DRAWINGS AND SPECIFICATIONS FROM EXISTING CONDITIONS. FOR BIDDING PURPOSES ONLY AND UNLESS OTHERWISE DIRECTED BY ARCHITECT/ENGINEER, THE MORE STRINGENT REQUIREMENT OR
BETTER QUALITY SHALL TAKE PRECEDENCE.
5. DIMENSIONS, QUANTITIES, AND GEOMETRIES PROVIDED FOR EXISTING CONSTRUCTION ARE BASED ON ORIGINAL DRAWINGS AND LIMITED FIELD DOCUMENTATION BY ARCHITECT/ENGINEER. FIELD VERIFY APPLICABLE INFORMATION PRIOR TO SUBMITTING A BID, ORDERING MATERIALS, OR OTHERWISE COMMITTING RESOURCES TO THE WORK.
PROVIDED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
6. PROVIDE LABOR, MATERIALS, EQUIPMENT, SUPERVISION, AND COORDINATION DIRECTLY AND INCIDENTALLY
NECESSARY TO PERFORM THE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.
7. ACTIVITIES OR DUTIES OF ARCHITECT/ENGINEER OR TESTS, INSPECTIONS, OR APPROVALS REQUIRED OR PERFORMED BY THIRD PARTIES SHALL NOT RELIEVE CONTRACTOR OF ITS OBLIGATION TO PERFORM THE WORK IN
ACCORDANCE WITH CONTRACT DOCUMENTS.
8. SECURE AND PAY FOR ALL PERMITS, FEES, LICENSES, AND INSPECTIONS BY GOVERNMENT AGENCIES NECESSARY
FOR PROPER AND COMPLIANT EXECUTION AND COMPLETION OF THE WORK.
9. COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS, STATUTES, ORDINANCES, CODES, RULES AND REGULATIONS, AND LAWFUL ORDERS OF AUTHORITIES HAVING JURISDICTION APPLICABLE TO THE WORK.
10. SUPPLY OWNER WITH SAFETY DATA SHEETS (SDS) FOR EACH CHEMICAL THAT WILL BE BROUGHT ONTO OWNER'S
PROPERTY.
11. CONTRACTOR IS SOLELY RESPONSIBLE FOR, AND SHALL HAVE SOLE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
ARCHITECT/ENGINEER HAS NO SUCH RESPONSIBILITIES. SPECIFIC INSTRUCTION THAT MAY BE GIVEN IN CONTRACT DOCUMENTS CONCERNING CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES SHALL
NOT RELIEVE CONTRACTOR OF ITS RESPONSIBILITY FOR CONTROL AND COORDINATION.
12. CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE WORK. ARCHITECT/ENGINEER HAS NO SUCH
RESPONSIBILITIES BEYOND ITS OWN EMPLOYEES.
13. THE WORK WILL BE PERFORMED AT AN OCCUPIED AND OPERATIONAL FACILITY. COORDINATE CONSTRUCTION ACTIVITIES AND PROCEDURES WITH OWNER TO (A) MAINTAIN UNOBSTRUCTED EXISTING MEANS OF EGRESS FROM FACILITY; (B) COMPLY WITH FACILITY'S EXISTING SECURITY PROCEDURES AND REQUIREMENTS; AND (C) PROVIDE NOT LESS THAN 48 HOURS ADVANCE NOTICE TO AND GAIN APPROVAL FROM OWNER PRIOR TO CONSTRUCTION ACTIVITIES THAT WILL DISRUPT NORMAL USE OF FACILITY (INCLUDING EXCEPTIONAL NOISE AND/OR VIBRATIONS, UNCONTROLLED DUST, OBTRUSIVE ODORS, OR INTERRUPTIONS OF UTILITIES). WORK NOT COORDINATED AND APPROVED IN ADVANCE THAT DISRUPTS THE NORMAL USE OF THE FACILITY MAY BE STOPPED UNTIL PROPER COORDINATION AND APPROVAL IS ACHIEVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS INCURRED AS
A CONSEQUENCE OF STOPPAGE.
14. SUBMIT PROPOSED DEMOLITION AND CONSTRUCTION SCHEDULES TO OWNER AND ARCHITECT/ENGINEER PRIOR TO BEGINNING WORK. PROCEED WITH THE WORK ONLY AFTER A MUTUALLY AGREEABLE SCHEDULE HAS BEEN
ESTABLISHED. REGULARLY REVISE SCHEDULE TO REFLECT PROGRESS OF THE WORK.
15. MAINTAIN PREMISES AND SURROUNDING AREA FREE FROM ACCUMULATIONS OF WASTE MATERIAL AND RUBBISH
RESULTING FROM THE WORK.
16. REFERENCE SITE PLAN FOR LOCATIONS OF ON-SITE STORAGE OF MATERIALS AND EQUIPMENT, CONTRACTOR
PARKING, AND MATERIAL DISPOSAL.
17. DO NOT ALLOW CONSTRUCTION MATERIALS, EQUIPMENT, OR PROCEDURES TO OVERLOAD OR EXCEED THE STRUCTURAL CAPACITY OF EXISTING CONSTRUCTIONTO REMAIN, PARTIALLY COMPLETED WORK, OR COMPLETED WORK. MAKE INSPECTIONS AND/OR PERFORM ANALYSES AND TESTS NECESSARY TO VERIFY THAT EXISTING
ELEMENTS HAVE ADEQUATE CAPACITY TO SUPPORT PROPOSED CONSTRUCTION LOADS.
18. DRAWINGS ILLUSTRATE THE COMPLETED WORK WITH ELEMENTS IN THEIR FINAL INTENDED POSITIONS. PROVIDE SHORING, BRACING, SUPPORT, AND SEQUENCE WORK AS REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF
NEW OR EXISTING CONSTRUCTION DURING THE WORK.
19. TEMPORARILY RELOCATE AND RESTORE EXISTING EQUIPMENT AND ACCESSORIES (WHETHER OR NOT SHOWN ON
THE DRAWINGS) THAT OBSTRUCT ACCESS TO PORTIONS OF THE WORK.
20. DEVELOP, IMPLEMENT, ERECT, AND MAINTAIN SAFEGUARDS TO PREVENT DAMAGE, INJURY, OR LOSS RESULTING FROM THE WORK TO (A) WORKERS, OCCUPANTS, PASSERS-BY, AND OTHER PERSONS; (B) IN-PROGRESS WORK, MATERIALS, AND EQUIPMENT UNDER CARE, CUSTODY, AND CONTROL OF THE CONTRACTOR (WHETHER ON OR OFF SITE); AND (C) OTHER PROPERTY AT THE SITE OR ADJACENT THERETO NOT DESIGNATED AS PART OF THE WORK FOR REMOVAL, RELOCATION, OR REPLACEMENT. IN THE EVENT OF DAMAGE, INJURY, OR LOSS, PROMPTLY NOTIFY
ARCHITECT/ENGINEER AND PRESENT PROPOSED REMEDY.
21. DEVELOP, IMPLEMENT, ERECT, AND MAINTAIN SAFEGUARDS TO PROVIDE FOR WATERTIGHT INTEGRITY OF WORK IN PROGRESS. IN THE EVENT OF DAMAGE, INJURY, OR LOSS, PROMPTLY NOTIFY ARCHITECT/ENGINEER AND PRESENT
PROPOSED REMEDY.
22. IN AN EMERGENCY AFFECTING SAFETY OF PERSONS OR PROPERTY, ACT TO PREVENT OR STOP FURTHER DAMAGE, INJURY, OR LOSS.
23. ALL WORK SHALL BE SUBJECT TO REVIEW BY ARCHITECT/ENGINEER BEFORE IT IS CONCEALED BY OTHER WORK AND/OR MEANS OF ACCESS IS REMOVED. COORDINATE MANDATORY REVIEWS WITH ARCHITECT/ENGINEER PRIOR TO START OF CONSTRUCTION. PROVIDE REASONABLE NOTIFICATION TO ARCHITECT/ENGINEER TO ALLOW FOR SUCH
REVIEW AS WORK PROCEEDS.
24. PROMPTLY CORRECT WORK REJECTED BY ARCHITECT/ENGINEER OR FAILING TO CONFORM TO REQUIREMENTS OF THE CONTRACT DOCUMENTS. ASSOCIATED COSTS (INCLUDING ADDITIONAL TESTING OR INSPECTIONS, COST OF UNCOVERING AND CORRECTION, AND COMPENSATION FOR ARCHITECT/ENGINEER'S SERVICES AND EXPENSES MADE
NECESSARY THEREBY) SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
25. IF A HAZARDOUS MATERIAL OR SUBSTANCE NOT ADDRESSED IN THE CONTRACT DOCUMENTS IS ENCOUNTERED, IMMEDIATELY STOP WORK IN AFFECTED AREA AND NOTIFY OWNER AND ARCHITECT/ENGINEER OF THE CONDITION. NTS
SITE PLAN
N
CONTRACTOR PARKING
ROLL-OFF DUMPSTER
MATERIAL STAGING
AND EQUIPMENT AREA
AREA OF WORK
A B C D E F G H J K L M
R-201
R-202
SIM TYP
R-201 1R-201
TYP
R-201
TYP
(N) EIFS CLADDING; MATCH
EXISTING COLOR AND TEXTURE
(N) EIFS ACCENT BAND
(E) PERSONNEL DOOR
(E) LIGHT FIXTURE
(E) METAL ROOF
REMOVE AND REINSTALL (E)
GUTTER AND DOWNSPOUTS TO
ALLOW INSTALLATION OF (N)
EIFS CLADDING
(E) LIGHT FIXTURE
(E) DOOR CANOPY
R-201
TYP. ALT-1
1110987654321
R-202
TYP
R-202
TYP
R-202
TYP
R-202
TYP
R-202
TYP
R-202
TYP
R-201
TYP
R-201
TYP
(N) EIFS CLADDING; MATCH
EXISTING COLOR AND TEXTURE
(N) EIFS ACCENT BAND
(E) LIGHT FIXTURE, TYP
(E) METAL ROOF
REMOVE AND INSTALL (E) GUTTER
AND DOWNSPOUTS TO ALLOW
INSTALLATION OF (N) EIFS CLADDING
(E) PERSONNEL DOOR, TYP.
(N) EIFS CLADDING AT
RETURN WALL
(E) DOOR CANOPY
R-201
TYP
R-201
TYP. ALT-1
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC
Client
Consultants
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Sheet No.
Sheet Title
Scale
Checked
Drawn
Date
Project No.
DateMark Description
Project
F
E
D
C
B
A
F
E
D
C
B
A
Texas Registered Engineering Firm F-0093
Wiss, Janney, Elstner Associates, Inc.
6363 N. State Highway 161, Suite 300
Irving, Texas 75038
ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
COLLIN COUNTY
CONSTRUCTION AND
PROJECTS
As Noted
SRW
ELEVATIONS
R-101
1 SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
2 SCALE: 1/8" = 1'-0"
WEST ELEVATION
ABCDEFGHJKLM
R-201
SIM.
R-201
SIM.
R-202
SIM.
R-202
R-202
TYP
(N) EIFS CLADDING; MATCH
EXISTING COLOR AND TEXTURE
REMOVE AND REINSTALL (E)
GUTTER AND DOWNSPOUTS TO ALLOW
INSTALLATION OF (N) EIFS CLADDING
(E) METAL ROOF
11 10 9 8 7 6 5 4 3 2 1
R-201
R-202
R-202
R-201
R-202
R-202 6R-201
SIM.
R-201
(E) LIGHT FIXTURE, TYP
(N) EIFS CLADDING; MATCH
EXISTING COLOR AND TEXTURE
(N) EIFS ACCENT BAND
(E) DOOR CANOPY
R-201
TYP. ALT-1
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC
Client
Consultants
2"1"1/2"0
THIS SHEET PLOTS FULL SIZE
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W iss
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, E lst ne r A ss oc iat es
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di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se
Sheet No.
Sheet Title
Scale
Checked
Drawn
Date
Project No.
DateMark Description
Project
F
E
D
C
B
A
F
E
D
C
B
A
Texas Registered Engineering Firm F-0093
Wiss, Janney, Elstner Associates, Inc.
6363 N. State Highway 161, Suite 300
Irving, Texas 75038
ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
COLLIN COUNTY
CONSTRUCTION AND
PROJECTS
NOTE REVISION
05-29-2025
AAB/AKF
04/16/2025
As Noted
SRW
ELEVATIONS
R-102
1 SCALE: 1/8" = 1'-0"
NORTH ELEVATION
2 SCALE: 1/8" = 1'-0"
EAST ELEVATION
PROTECT WINDOWS
IN PLACE DURING
RECLADDING FOR
RE-USE, TYPICAL
(N) 24 GA STAINLESS STEEL
SHEET METAL FLASHING
FRAME (REF. DETAIL 9/R-202);
INSTALL SEALANT END DAMS
AT CORNERS OF WINDOWS
(N) EIFS
REMOVE VERTICAL LEG OF (E) FLEXIBLE
FLASHINGS PRIOR TO SHOT BLASTING OF
CMU OR PRECAST CONCRETE MODULE
SEAL SPACE BETWEEN (E) FLEXIBLE
FLASHING PRIOR TO PLACEMENT OF THE
METAL FLASHING; SEAL UTILIZING SEALANT
OR SPRAY FOAM AS APPLICABLE
(N) FLUID APPLIED
WATER RESISTIVE
BARRIER
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) EIFS
(N) EXPANSION ANCHOR; INSTALL AT 8" O.C.
MAINTAIN 12" JOINT BETWEEN
FLASHING AND WINDOW FRAME
TO ACCOMMODATE (N) BACKER
ROD AND SEALANT
MAINTAIN 1/4" CLEARANCE BETWEEN
FLASHING AND BASE OF EIFS
REMOVE (E) WATER RESISTIVE BARRIER AT CMU
AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST CONCRETE
MODULES WHERE SUBSTRATE IS TOO IRREGULAR
TO RECEIVE (N) WATER RESISTIVE BARRIER PER
MANUFACTURER'S REQUIREMENTS. FOR BIDDING
PURPOSES, ASSUME 15% OF SUBSTRATE WILL
REQUIRE PATCH/REPAIR
(N) SEALANT AND BACKER ROD; TYP
(N) FLEXIBLE FLASHING; 4" LAP OVER (N) METAL HEAD
FLASHING
1 4"
BED 4" BACK LEG OF (N) FLASHING
IN SEALANT. TOOL EXTRUDED
SEALANT AT BASE OF FLASHING
(N) SEALANT AND
BACKER ROD
(N) FLUID APPLIED
WATER RESISTIVE
BARRIER
(N) INSULATION
(N) EIFS LAMINA
(N) METAL HEAD FLASHING
(N) EIFS
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
BED 4" BACK LEG OF (N)
FLASHING IN SEALANT.
TOOL EXTRUDED SEALANT
AT BASE OF FLASHING.
MAINTAIN 1/4" CLEARANCE
BETWEEN FLASHING AND
BASE OF EIFS
(E) Z-FLASHING; UPON REMOVAL OF (E)
HEAD WALL FLASHING, INSPECT,
REPAIR, AND RESEAL (E) Z-FLASHING
TO ROOFING; REINSTALL
INSTALL ((N)) EIFS
LAMINA OVER (E)
STUCCO FINISH AT
CANOPY FASCIA
AND SOFFIT
(E) CANOPY (N) FLEXIBLE FLASHING; 4" LAP OVER (N) METAL
HEAD FLASHING
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
MAINTAIN VENT
OPENING IN CANOPY
1/ 2"
(N) FLEXIBLE FLASHING; EXTEND MIN.
4" ONTO (E) WATER RESISTIVE
BARRIER AT SOFFIT; LAP VERTICAL
LEG OF FLASHING MIN. 4" OVER (N)
WATER RESISITIVE BARRIER
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) 24 GA STAINLESS STEEL
SHEET METAL FLASHING;
INSTALL SEALANT END DAMS
AT FLASHING TERMINATIONS
(N) SEALANT
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
REMOVE AND REPLACE (E)
SEALANT
MAINTAIN 14" CLEARANCE
BETWEEN FLASHING AND BASE OF
EIFS TO FACILITATE DRAINAGE
BED 4" BACK LEG OF (N) FLASHING
IN SEALANT. TOOL EXTRUDED
SEALANT AT BASE OF FLASHING
VARIES FROM (E)
CONCRETE WALKWAY
OR (E) GRADE
FLASHING TO BE LOCATED MIN. 1"
BELOW TOP OF
FOUNDATION/GRADE BEAM
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) EIFS
REPLACE (E) SEALANT
JOINT AT BASE OF
WALL
(N) FLEXIBLE FLASHING; 4" LAP OVER (N)
METAL HEAD FLASHING
TOP OF GRADE BEAM/FOUNDATION
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
(N) EIFS
(N) 24 GA STAINLESS STEEL
SHEET METAL FLASHING;
INSTALL SEALANT END DAMS
AT FLASHING TERMINATIONS
MAINTAIN 1/4" CLEARANCE
BETWEEN FLASHING AND
BASE OF EIFS
BACKUP VARIES FROM (E)
CMU OR (E) PRECAST
CONCRETE MODULE WITH
(E) WEATHER BARRIER
VARIES FROM (E)
CONCRETE WALKWAY
OR (E) GRADE
BED 4" BACK LEG OF (N)
FLASHING IN SEALANT.
TOOL EXTRUDED
SEALANT AT BASE OF
FLASHING
FLASHING TO BE LOCATED
MIN. 1" BELOW TOP OF
FOUNDATION/GRADE BEAM
(N) SEALANT
(N) FLEXIBLE FLASHING; 4" LAP
OVER (N) METAL FLASHING
(N) SHEATHING
REMOVE (E) DOWNSPOUT AND GUTTER
BEYOND; SALVAGE, STORE, AND
REINSTALL FOLLOWING INSTALLATION
OF EIFS LAMINA
PRE-DRILL PENETRATION FOR TAPCON
THROUGH EIFS TO CMU OR PRECAST
CONCRETE MODULE BACKUP. ENSURE
DRILL PENETRATES THE BACKUP A
MINIMUM OF 1". THEN, PRE-DRILL
PENETRATION FOR SLEEVE THROUGH EIFS
TO WATER RESISTIVE BARRIER. CLEAN
OUT HOLE AND FULLY LINE PENETRATION
WITH NEUTRAL-CURING SEALANT; ENSURE
SEALANT IS INCONTACT WITH WEATHER
BARRIER AS SHOWN.
INSTALL (N) 14" DIAMETER TAPCON
CONCRETE ANCHOR INTO PIPE SLEEVE
AND FASTEN TO CMU OR PRECAST
CONCRETE MODULE BACKUP. WHEN
INSTALLING TAPCONS, PLACE (N) METAL
WASHER FOLLOWED BY A NEOPRENE
WASHER ON THE TAPCON SHAFT BEFORE
PLACING THE DOWNSPOUT STRAP.
POSITION SECOND NEOPRENE WASHER
OVER PENETRATION AND BED IN
SEALANT. INSTALL METAL WASHER ATOP
NEOPRENE WASHER ON THE OPPOSITE
SIDE OF THE STRAP, EFFECTIVELY
SANDWICHING THE STRAP BETWEEN THE
WASHER SETS.
INSTALL (N) PVC SLEEVE
TO BE FLUSH WITH
WATER RESISTIVE
BARRIER AND BEDDED
IN SEALANT
METAL WASHER
NEOPRENE WASHER
REF. DETAIL "A"
DETAIL "A"
DOWNSPOUT STRAP
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) EIFS
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
BED 4" BACK LEG OF (N)
FLASHING IN SEALANT.
TOOL EXTRUDED SEALANT
AT BASE OF FLASHING.
SEAL SPACE BETWEEN (E) WINDOW
AND (E) FLEXIBLE FLASHING PRIOR
TO PLACEMENT OF THE METAL
FLASHING; SEAL UTILIZING
SEALANT OR SPRAY FOAM AS
APPLICABLE
(N) 24 GA STAINLESS STEEL SHEET
METAL FLASHING (REF. DETAIL
9/R-202)
8" BACKER ROD AND SEALANT
JOINT
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4" LAP
OVER (N) METAL FLASHING
(N) 24 GA STAINLESS STEEL
FLASHING; SHOP
WELD/SOLDER ALL JOINTS
AND CORNERS, SEALANT END
DAMS AT DOOR CORNERS
(N) 1/4" SEALANT
AND BACKER ROD
REMOVE VERTICAL LEG OF (E) FLEXIBLE
FLASHINGS PRIOR TO SHOT BLASTING OF
CMU OR PRECAST CONCRETE MODULE
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP OVER
(N) FLEXIBLE FLASHING
(N) EIFS
MAINTAIN 1/4" CLEARANCE
BETWEEN FLASHING AND
BASE OF EIFS
SEAL SPACE BETWEEN (E) WINDOW AND (E)
FLEXIBLE FLASHING PRIOR TO PLACEMENT
OF THE METAL FLASHING; SEAL UTILIZING
SEALANT OR SPRAY FOAM AS APPLICABLE
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
BED 4" BACK LEG OF (N) FLASHING IN
SEALANT. TOOL EXTRUDED SEALANT AT
BASE OF FLASHING
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4" LAP OVER (N) METAL
FLASHING
SEAL SPACE BETWEEN (E)
WINDOW AND (E) FLEXIBLE
FLASHING PRIOR TO
PLACEMENT OF THE METAL
FLASHING; SEAL UTILIZING
SEALANT OR SPRAY FOAM
AS APPLICABLE
BED 4" BACK LEG OF (N)
FLASHING IN SEALANT.
TOOL EXTRUDED
SEALANT AT BASE OF
FLASHING
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
(N) 24 GA STAINLESS STEEL
SHEET METAL FLASHING;
HEM EXPOSED LEG; REF.
DETAIL 9/R-202 SIM
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) EIFS
(N) SEALANT AND
BACKER ROD
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4"
LAP OVER (N) METAL
FLASHING
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC
Client
Consultants
2"1"1/2"0
THIS SHEET PLOTS FULL SIZE
AT 24x36 (INCHES)
Pl ott ed : 5
/29 /20
8:
A
M by
F an t, A nth on y
F ile
N am e:
P:
\20
\20
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\20
.70
.1
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\S he ets \R
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.dw g
C op yri gh t 2
5.
A ll r igh ts re se rve d.
N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om
W iss
Ja nn ey
, E lst ne r A ss oc iat es
, In c.
(W
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di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se
Sheet No.
Sheet Title
Scale
Checked
Drawn
Date
Project No.
DateMark Description
Project
F
E
D
C
B
A
F
E
D
C
B
A
Texas Registered Engineering Firm F-0093
Wiss, Janney, Elstner Associates, Inc.
6363 N. State Highway 161, Suite 300
Irving, Texas 75038
ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
COLLIN COUNTY
CONSTRUCTION AND
PROJECTS
As Noted
SRW
DETAILS
R-201
3 SCALE: 1 1/2" = 1'-0"
WINDOW HEAD AND SILL DETAIL2 SCALE: 1 1/2" = 1'-0"
SECTION DETAIL AT DOOR CANOPY1 SCALE: 1 1/2" = 1'-0"
EIFS AT BASE OF WALL
8 SCALE: 1 1/2" = 1'-0"
ALT 1 - SHEATHING INSTALLATION
6 SCALE: 1 1/2" = 1'-0"
DETAIL OF PENETRATION AT EIFS4 SCALE: 1 1/2" = 1'-0"
DETAIL OF WINDOW JAMB
7 SCALE: 1 1/2" = 1'-0"
DETAIL OF DOOR HEAD
5 SCALE: 1 1/2" = 1'-0"
DETAIL OF DOOR JAMB
(N) FLUID APPLIED
WATER RESISTIVE
BARRIER
(E) ROOFING CLEAT AND
EAVE FLASHING TO REMAIN
(N) EIFS
REMOVE (E) DOWNSPOUT AND
GUTTER BEYOND; SALVAGE,
STORE, AND REINSTALL
FOLLOWING INSTALLATION OF
EIFS LAMINA
PRE-BACKWRAP EIFS
AND SLIDE BEHIND
EAVE FLASHING
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4" LAP OVER
(N) WATER RESISITVE BARRIER
(N) FLEXIBLE FLASHING; 4" LAP OVER
(N) WATER RESISTIVE BARRIER
(N) EIFS
(E) METAL CAP TO
REMAIN IN PLACE;
INSPECT ALL JOINTS
AND LAPS; REPLACE
SEALANT WHERE (E)
SEALANT HAS
FAILED
(N) FILLET BEAD
PRE-BACKWRAP EIFS
AND SLIDE BEHIND (E)
COPING
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLUID APPLIED WATER
RESISTIVE BARRIER
PRE-BACKWRAP EIFS
AND SLIDE BEHIND (E)
COPING
(N) EIFS
(N) FILLET BEAD
(E) METAL CAP TO REMAIN IN
PLACE; INSPECT ALL JOINTS AND
LAPS; REPLACE SEALANT WHERE
(E) SEALANT HAS FAILED
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4" LAP
OVER (N) WATER RESISTIVE
BARRIER
(E) GUTTER BEYOND
(N) FLUID APPLIED WATER
RESISTIVE BARRIER
(N) EIFS
(E) METAL CAP TO REMAIN IN
PLACE; INSPECT ALL JOINTS AND
LAPS; REPLACE SEALANT WHERE
(E) SEALANT HAS FAILED
(N) FILLET BEAD
PRE-BACKWRAP EIFS
AND SLIDE BEHIND (E)
COPING
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4" LAP
OVER (N) WATER RESISTIVE
BARRIER
(E) METAL CAP TO REMAIN IN
PLACE; INSPECT ALL JOINTS AND
LAP; REPLACE SEALANT WHERE (E)
SEALANT HAS FAILED
(N) FLUID APPLIED WATER
RESISTIVE BARRIER
PRE-BACKWRAP EIFS
AND SLIDE BEHIND (E)
COPING
(N) EIFS
(N) FILLET BEAD
REMOVE EXISTING WATER RESISTIVE
BARRIER AT CMU AND PRECAST CONCRETE
MODULES. PATCH/REPAIR CMU AND
PRECAST CONCRETE MODULES WHERE
SUBSTRATE IS TOO IRREGULAR TO RECEIVE
(N) WATER RESISTIVE BARRIER PER
MANUFACTURER'S REQUIREMENTS. FOR
BIDDING PURPOSES, ASSUME 15% OF
SUBSTRATE WILL REQUIRE PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4" LAP OVER (N) WATER
RESISTIVE BARRIER
(N) 24 GA STAINLESS STEEL
SHEET METAL COUNTERFLASHING
FLASHING
(N) 24 GA STAINLESS STEEL FLASHING;
SHOP WELD/SOLDER ALL JOINTS AND
CORNERS
(N) EIFS
CUT HORIZONTAL LEG OF FLASHING
PAN FLUSH WITH FACE OF CMU; SLIP
(N) PREFINISHED SHEET METAL
FLASHING UNDER (E) FLASHING PAN.
BED FLASHING PAN IN SEALANT ATOP
SHEET METAL FLASHING.
(N) FLEXIBLE FLASHING LAP 4";
INTEGRATE WITH (E) UNDERLAYMENT
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; 4" LAP OVER
(N) METAL FLASHING
PRE-BACKWRAP EIFS AND SLIDE
BEHIND (E) COPING
REMOVE (E) HEAD FLASHING TO
INSTALL (N) FLEXIBLE FLASHING
AS SHOWN; DO NOT DAMAGE;
REINSTALL TO MATCH (E).
4"
REMOVE (E) DOWNSPOUT AND
GUTTER BEYOND; SALVAGE, STORE,
AND REINSTALL FOLLOWING
INSTALLATION OF EIFS LAMINA
(N) EIFS
(N) FLUID APPLIED WATER RESISTIVE
BARRIER; 4" LAP OVER (N) FLEXIBLE FLASHING
(N) EXPANSION ANCHOR; INSTALL AT 8" O.C.
(N) FLEXIBLE FLASHING; 4" LAP OVER
(N) METAL FLASHING
(N) 24 GA STAINLESS STEEL SHEET
METAL FLASHING; INSTALL SEALANT END
DAMS AT FLASHING TERMINATIONS
MAINTAIN 1/4" CLEARANCE
BETWEEN FLASHING AND
BASE OF EIFS
REINSTALL (E) SPLASH BLOCK
8"
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
BED 4" BACK LEG OF (N) FLASHING IN SEALANT.
TOOL EXTRUDED SEALANT AT BASE OF FLASHING
(N) EIFS
(N) METAL COUNTER
FLASHING
(N) FLUID APPLIED WATER RESISTIVE
BARRIERFLEXIBLE FLASHING; 4" LAP OVER
(N) METAL FLASHING
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
(N) 24 GA STAINLESS STEEL
SHEET METAL FLASHING;
INSTALL SEALANT END DAMS
AT FLASHING TERMINATIONS
(N) 24 GA STAINLESS STEEL SHEET
METAL THROUGH WALL FLASHING
BED 4" BACK LEG OF (N)
FLASHING IN SEALANT. TOOL
EXTRUDED SEALANT AT BASE OF
FLASHING
(N) FLEXIBLE FLASHING; 4" LAP OVER (N) METAL
FLASHING; INTEGRATE WITH (E) ROOF
UNDERLAYMENT
REMOVE (E) WATER RESISTIVE BARRIER AT
CMU AND PRECAST CONCRETE MODULES.
PATCH/REPAIR CMU AND PRECAST
CONCRETE MODULES WHERE SUBSTRATE IS
TOO IRREGULAR TO RECEIVE (N) WATER
RESISTIVE BARRIER PER MANUFACTURER'S
REQUIREMENTS. FOR BIDDING PURPOSES,
ASSUME 15% OF SUBSTRATE WILL REQUIRE
PATCH/REPAIR
(N) FLEXIBLE FLASHING; EXTEND MIN. 4" ONTO
(E) WATER RESISTIVE BARRIER AT SOFFIT;
LAP VERTICAL LEG OF FLASHING MIN. 4" OVER
(N) WATER RESISITIVE BARRIER
4"
REMOVE (E) HEAD FLASHING
TO INSTALL (N) FLEXIBLE
FLASHING AS SHOWN; DO
NOT DAMAGE; REINSTALL TO
MATCH EXISTING.
(N) 24 GA STAINLESS
STEEL FLASHING; SHOP
WELD/SOLDER ALL
JOINTS AND CORNERS
MAKE PICTURE FRAME
FLASHING 1" LARGER THAN
WINDOW FRAME TO
ACCOMMODATE 1/2" SEALANT
JOINT BETWEEN FRAME AND
FLASHING ON ALL SIDES.
SEALANT END DAMS; INSTALL
FOLLOWING PLACEMENT OF EIFS
SHOP WELD ALL
JOINTS AND
CORNER OF FRAME
1/2" HINGED DRIP EDGE
MATCH DEPTH OF (N)
EIFS CLADDING
FLASHING INSTALLATION
SHOWN SHALL BE
IMPLEMENTED AT JAMBS AND
HEADS OF (E) PERSONNEL
DOORS
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | Northbrook (HQ) | New York Pittsburgh | Philadelphia | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC
Client
Consultants
2"1"1/2"0
THIS SHEET PLOTS FULL SIZE
AT 24x36 (INCHES)
Pl ott ed : 5
/29 /20
8:
A
M by
F an t, A nth on y
F ile
N am e:
P:
\20
\20
.7x xx
\20
.70
.1
- J
UV
EN
ILE
D
ET
EN
TI
ON
C
EN
TE
R
DE
SI
GN
(J
JB
)\D ra wi ng s b y W
JE
\S he ets \R
-2
D
ET
AI
LS
.dw g
C op yri gh t 2
5.
A ll r igh ts re se rve d.
N o p ar t o f th is do cu me nt ma y b e r ep ro du ce d i n a ny fo rm or by an y m ea ns w ith ou t p er mi ss ion fr om
W iss
Ja nn ey
, E lst ne r A ss oc iat es
, In c.
(W
JE
W
JE
di sc lai ms an y r es po ns ibi lity fo r it s u na uth or ize d u se
Sheet No.
Sheet Title
Scale
Checked
Drawn
Date
Project No.
DateMark Description
Project
F
E
D
C
B
A
F
E
D
C
B
A
Texas Registered Engineering Firm F-0093
Wiss, Janney, Elstner Associates, Inc.
6363 N. State Highway 161, Suite 300
Irving, Texas 75038
ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
COLLIN COUNTY
CONSTRUCTION AND
PROJECTS
As Noted
SRW
DETAILS
R-202
2 SCALE: 1 1/2" = 1'-0"
ROOF TO TOP OF WALL FLASHING DETAIL AT GUTTER
5 SCALE: 1 1/2" = 1'-0"
INSET ROOF TO TOP OF WALL FLASHING DETAIL 6 SCALE: 1 1/2" = 1'-0"
TOP OF WALL TO CONNECTOR ROOF FLASHING DETAIL4 SCALE: 1 1/2" = 1'-0"
ROOF TOP OF WALL FLASHING DETAIL
8 SCALE: 1 1/2" = 1'-0"
PARAPET AT CONNECTOR ROOF DETAIL
3 SCALE: 1 1/2" = 1'-0"
LOUVER TO ROOF FLASHING DETAIL
7 SCALE: 1 1/2" = 1'-0"
ROOF TO BASE OF WALL FLASHING DETAIL
1 SCALE: 1 1/2" = 1'-0"
INSET ROOF TO BASE OF WALL FLASHING DETAIL
9 SCALE: 1 1/2" = 1'-0"
ISOMETRIC DETAIL OF PICTURE FRAME FLASHING AT WINDOWS
File details come from the government source that posted it. Updated .