2026-03-10_IFC_DRAWINGS_CC_JUVENILE_DETENTION_CENTER.pdf
PDF 10 MB Posted
- Attached to
- Juvenile Detention Facade Replacement
- Solicitation number
- 2026-240
- Issued by
- Collin County, Texas
About this file
This is a set of IFC (Issued for Construction) drawings for the Collin County Juvenile Detention Center Addition façade replacement project in McKinney, Texas. The project is being managed by Collin County Construction and Projects, with design services provided by Wiss, Janney, Elstner Associates, Inc. (WJE), a Texas-registered engineering firm. The scope of work includes removal of existing stucco and fluid-applied water resistive barrier from CMU and precast concrete modules, patching and repair of substrates (estimated at 15% requiring repair), installation of new fluid-applied water resistive barrier with associated flashing and transition membranes per EIFS (Exterior Insulation and Finish System) manufacturer requirements, and installation of new EIFS cladding with high-impact mesh reinforcement and all recommended accessories. The project includes two alternates: Alternate 1 specifies mechanical attachment of ½-inch cement board sheathing over existing substrates prior to applying new water resistive barrier, and Alternate 2 involves painting of new and existing EIFS cladding at both the original construction and addition. The drawings include detailed specifications for window head and sill details, door canopy sections, penetration details, flashing installations at roof-to-wall transitions, base-of-wall conditions, and louver details. The contract documents were issued for construction on March 10, 2026.
The opinion of probable construction cost for this contract is $240,000.00. The project is located at 4700 Community Avenue, McKinney, Texas 75071, and work must be coordinated with the owner due to the occupied and operational nature of the facility, with at least 48 hours advance notice required for activities that will disrupt normal facility operations. The contractor is responsible for securing all necessary permits, licenses, and inspections, as well as providing labor, materials, equipment, and supervision to complete repairs in accordance with contract documents. All work is subject to review by the architect/engineer before concealment, and the contractor must maintain premises free from waste material and follow designated staging areas, parking, and disposal locations as indicated on the site plan.
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Other files
| File | Type | Posted |
|---|---|---|
| Juvenile_Detention_Facade_Replacement_(Addendum_#2_Revision).pdf | ||
| Juvenile_Detention_Facade_Replacement_(Addendum_#1_Revision).pdf | ||
| Site_Visit_Attendance_Sheet-combined.pdf | ||
| Juvenile_Detention_Facade_Replacement.pdf | ||
| LEGAL_NOTICE_TEMPLATE-IFB-2026-240_(1)_(1).docx | DOCX document | |
| CIQ_form_rev_2025_(1).pdf | ||
| Bid_Bond_v2.doc | DOC document | |
| Construction_Agreement_Engineer_2.12.25.docx | DOCX document | |
| Roof_Picture_(6).jpg | JPG image | |
| Roof_Picture_(1).jpg | JPG image | |
| Roof_Picture_(2).jpg | JPG image | |
| 2026-03-10_IFC_SPECIFICATIONS_CC_JUVENILE_DETENTION_CENTER.pdf | ||
| Performance_Bond.pdf | ||
| Roof_5_Picture.jpg | JPG image | |
| Roof_3_Picture.jpg | JPG image | |
| Roof_4_Picture.jpg | JPG image | |
| Payment_Bond.pdf | ||
| W9.pdf | ||
| Construction_Agreement_Architect_2.12.25.docx | DOCX document |
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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
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
03/10/2026
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
03/10/2026 - ISSUED FOR CONSTRUCTION
NTS
PARTIAL VIEW OF EAST FACADE
1: REMOVE EXISTING STUCCO AND ASSOCIATED ACCESSORIES.
2: REMOVE EXISTING FLUID-APPLIED WATER RESISTIVE BARRIER AT CMU
AND PRECAST CONCRETE MODULES (ASSUME 30 MIL THICK ASPHALTIC
MEMBRANE).
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 FLUID-APPLIED WATER RESISTIVE BARRIER WITH
ASSOCIATED FLASHING AND TRANSITION MEMBRANES IN ACCORDANCE
WITH EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) MANUFACTURER
REQUIREMENTS.
5: INSTALL NEW EIFS CLADDING WITH HIGH IMPACT MESH REINFORCEMENT.
EIFS CLADDING TO INCLUDE ALL MANUFACTURER RECOMMENDED
ACCESSORIES.
6. ALTERNATE 1 - IN LIEU OF REMOVING EXISTING FLUID-APPLIED WATER
RESISTIVE BARRIER, MECHANICALLY ATTACH NEW 1/2" CEMENT BOARD
SHEATHING OVER CMU AND PRECAST CONCRETE SUBSTRATES AND
APPLY NEW FLUID-APPLIED WATER RESISTIVE BARRIER OVER CEMENT
BOARD SHEATHING.
7. ALTERNATE 2 - PAINT NEW AND EXISTING EIFS CLADDING AT ORIGINAL
CONSTRUCTION AND ADDITION.
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
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Client
Consultants
2"1"1/2"0
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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
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
REMOVE AND REPLACE (E)
SEALANT JOINT AT TERMINATION OF
(N) EIFS CLADDING ON BOTH
EXTERIOR AND ROOF-FACING SIDES
R-202
SIM; AT PARAPET WALL OF
CONNECTOR ROOF BEYOND
LINE OF CONNECTOR
ROOF BEYOND
R-201
R-203
R-201
SIM
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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Pl ott ed : 3
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W iss
Ja nn ey
, 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
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
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-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
PROTECT WINDOWS IN
PLACE DURING
RECLADDING FOR
RE-USE, TYP.
R-201
SIM.
REMOVE ATTACHED COMPONENTS AS
NECESSARY TO INSTALL (N) EIFS CLADDING;
SALVAGE AND REINSTALL COMPONENTS
REMOVE AND REPLACE
(E) SEALANT JOINT AT
TERMINATION OF (N)
EIFS CLADDING
R-202
SIM
R-201
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 : 3
/10 /20
:19 A
M by
F an t, T on y F ile N am e:
P:
\20
\20
.7x xx \20
.70
.1
- J
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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
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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
AAB/AKF
As Noted
SRW
ELEVATIONS
R-102
1 SCALE: 1/8" = 1'-0"
NORTH ELEVATION
2 SCALE: 1/8" = 1'-0"
EAST ELEVATION
(N) 24 GA STAINLESS STEEL SHEET
METAL FLASHING FRAME (REF. DETAIL
9/R-202); INSTALL SEALANT END DAMS AT
CORNERS OF WINDOWS; BED 4" BACK
LEG OF (N) FLASHING IN SEALANT. TOOL
EXTRUDED SEALANT AT BASE OF
FLASHING
REMOVE VERTICAL LEG OF (E) FLEXIBLE
FLASHINGS PRIOR TO SHOT BLASTING OF
CMU OR PRECAST CONCRETE MODULE.
SEAL SPACE BETWEEN (E) FLEXIBLE
FLASHING AND WINDOW 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) FLUID-APPLIED 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"
(N) 24 GA STAINLESS STEEL SHEET
METAL FLASHING FRAME (REF.
DETAIL 9/R-202); INSTALL SEALANT
END DAMS AT CORNERS OF
WINDOWS; 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) FLUID-APPLIED 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 (N)
FLEXIBLE FLASHING MIN. 4" ONTO (E)
WATER RESISTIVE BARRIER AT
CANOPY SOFFIT; LAP VERTICAL LEG
OF (N) FLEXIBLE FLASHING MIN. 4"
OVER (N) WATER RESISTIVE 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 FLASHING TO BE LOCATED MIN. 1"
BELOW TOP OF
FOUNDATION/GRADE BEAM
REMOVE (E) FLUID-APPLIED 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 (E) GRADE BEAM/FOUNDATION
VARIES FROM (E) CONCRETE
WALKWAY OR (E) GRADE; MAINTAIN
2" CLEARANCE FROM PAVING AND 4"
CLEARANCE FROM GRADE.
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
(N) EIFS WITH 2.3" EPS INSULATION
(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
BED 4" BACK LEG OF (N)
FLASHING IN SEALANT.
TOOL EXTRUDED
SEALANT AT BASE OF
FLASHING
(N) METAL FLASHING TO BE
LOCATED MIN. 1" BELOW TOP OF
FOUNDATION/GRADE BEAM
(N) SEALANT
(N) FLEXIBLE FLASHING; 4" LAP
OVER (N) METAL FLASHING
(N) 1/2" CEMENT BOARD
SHEATHING
VARIES FROM (E) CONCRETE
WALKWAY OR (E) GRADE; MAINTAIN 2"
CLEARANCE FROM PAVING AND 4"
CLEARANCE FROM GRADE
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.
REMOVE VERTICAL LEG OF (E) FLEXIBLE
FLASHING PRIOR TO SHOT BLASTING OF
CMU OR PRECAST CONCRETE MODULE.
SEAL SPACE BETWEEN (E) FLEXIBLE
FLASHING AND (E) WINDOW PRIOR TO
PLACEMENT OF (N) METAL FLASHING;
SEAL UTILIZING SEALANT OR SPRAY FOAM
AS APPLICABLE.
(N) 24 GA STAINLESS STEEL SHEET METAL
FLASHING (REF. DETAIL 9/R-202). BED 4"
BACK LEG OF (N) FLASHING IN SEALANT;
TOOL EXTRUDED SEALANT AT BASE OF
FLASHING
REMOVE (E) FLUID-APPLIED 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
MAINTAIN 1/2" JOINT BETWEEN FLASHING
AND WINDOW FRAME TO ACCOMMODATE
(N) BACKER ROD AND SEALANT
MAINTAIN 1/4" CLEARANCE
BETWEEN FLASHING AND EIFS
(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
FLASHING PRIOR TO SHOT BLASTING OF
CMU OR PRECAST CONCRETE MODULE.
SEAL SPACE BETWEEN (E) FLEXIBLE
FLASHING AND (E) WINDOW PRIOR TO
PLACEMENT OF (N) METAL FLASHING; SEAL
UTILIZING SEALANT OR SPRAY FOAM AS
APPLICABLE
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP OVER
(N) FLEXIBLE FLASHING
(N) EIFS
MAINTAIN 1/4" CLEARANCE
BETWEEN FLASHING AND
BASE OF EIFS
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
BED 4" BACK LEG OF (N) METAL FLASHING IN
SEALANT. TOOL EXTRUDED SEALANT AT
BASE OF FLASHING
REMOVE (E) FLUID-APPLIED 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
REMOVE VERTICAL LEG OF (E)
FLEXIBLE FLASHING PRIOR TO SHOT
BLASTING OF CMU OR PRECAST
CONCRETE MODULE. SEAL SPACE
BETWEEN (E) FLEXIBLE FLASHING
AND (E) WINDOW PRIOR TO
PLACEMENT OF (N) METAL FLASHING;
SEAL UTILIZING SEALANT OR SPRAY
FOAM AS APPLICABLE.
BED 4" BACK LEG OF (N) METAL
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
MAINTAIN 1/2" JOINT BETWEEN
FLASHING AND WINDOW
FRAME TO ACCOMMODATE (N)
BACKER ROD AND SEALANT
REMOVE (E) FLUID-APPLIED 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) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) EIFS
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
(N) 24 GA STAINLESS STEEL SHEET METAL
FLASHING. BED 4" BACK LEG OF (N)
FLASHING IN SEALANT; TOOL EXTRUDED
SEALANT AT BASE OF FLASHING
REMOVE (E) FLUID-APPLIED 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
MAINTAIN 1/2" JOINT ON BOTH SIDES OF
METAL FLASHING TO ACCOMMODATE (N)
BACKER ROD AND SEALANT
(E) EIFS
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
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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.
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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
9 SCALE: 1 1/2" = 1'-0"
EXISTING TO NEW EIFS TRANSITION
(N) FLUID APPLIED
WATER RESISTIVE
BARRIER
(E) ROOFING CLEAT AND
EAVE FLASHING TO REMAIN
(N) EIFS
REMOVE (E) DOWNSPOUT AND
GUTTER; SALVAGE, STORE, AND
REINSTALL FOLLOWING
INSTALLATION OF EIFS LAMINA
BACKWRAP EIFS AND
SLIDE BEHIND EAVE
FLASHING
REMOVE (E) FLUID-APPLIED 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) FILLET BEAD
(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
BACKWRAP EIFS AND
SLIDE BEHIND (E)
COPING
REMOVE (E) FLUID-APPLIED 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
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) FLUID-APPLIED 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
BACKWRAP EIFS AND
SLIDE BEHIND (E)
COPING
REMOVE (E) FLUID-APPLIED 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
LAPS; REPLACE SEALANT WHERE
(E) SEALANT HAS FAILED
(N) FLUID APPLIED WATER
RESISTIVE BARRIER
BACKWRAP EIFS AND
SLIDE BEHIND (E)
METAL CAP
(N) EIFS
(N) FILLET BEAD
REMOVE EXISTING FLUID-APPLIED 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
(N) 24 GA STAINLESS STEEL FLASHING;
SHOP WELD/SOLDER ALL JOINTS AND
CORNERS
(N) EIFS
PRIOR TO SHOT BLASTING OF CMU OR
PRECAST CONCRETE MODULE, CUT
HORIZONTAL LEG OF FLASHING PAN FLUSH
WITH FACE OF BACKUP STRUCTURE. SLIP (N)
PREFINISHED SHEET METAL FLASHING UNDER
(E) FLASHING PAN. BED (E) FLASHING PAN IN
SEALANT ATOP (N) METAL FLASHING.
REMOVE (E) FLUID-APPLIED 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
BACKWRAP EIFS AND SLIDE
BETWEEN (N) METAL FLASHINGS
REMOVE (E) HEAD FLASHING TO
INSTALL (N) FLEXIBLE FLASHING AS
SHOWN; DO NOT DAMAGE HEAD
FLASHING; REINSTALL TO MATCH (E).
4"
(N) FLEXIBLE FLASHING; INTEGRATE
WITH (E) ROOF UNDERLAYMENT
REMOVE (E) DOWNSPOUT AND
GUTTER; 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
REMOVE (E) FLUID-APPLIED 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.
REMOVE (E) COUNTER FLASHING; SALVAGE
AND REINSTALL FOLLOWING INSTALLATION
OF THROUGH-WALL FLASHING
INSTALL (N) COMPATIBLE FLEXIBLE
FLASHING
(N) EIFS
(N) METAL COUNTER
FLASHING
(N) FLUID APPLIED WATER RESISTIVE
BARRIER; 4" LAP OVER (N) FLEXIBLE
FLASHING
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
(N) 24 GA STAINLESS STEEL
SHEET METAL FLASHING;
INSTALL SEALANT END DAMS
AT FLASHING TERMINATIONS
MAINTAIN 1/4" CLEARANCE BETWEEN
METAL FLASHING AND BASE OF EIFS BED 4" BACK LEG OF (N) METAL
FLASHING IN SEALANT. TOOL
EXTRUDED SEALANT AT BASE OF
FLASHING
(N) FLEXIBLE FLASHING; INTEGRATE
WITH (E) ROOF UNDERLAYMENT
REMOVE (E) FLUID-APPLIED 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 ONTO (N) METAL FLASHING
4"
REMOVE (E) HEAD FLASHING
TO INSTALL (N) FLEXIBLE
FLASHING AS SHOWN; DO
NOT DAMAGE; REINSTALL TO
MATCH EXISTING.
(N) 24 GA STAINLESS STEEL SHEET
METAL THROUGH WALL FLASHING
(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 : 3
/10 /20
:19 A
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P:
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6.
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
(N) FLUID APPLIED WATER
RESISTIVE BARRIER; 4" LAP
OVER (N) FLEXIBLE FLASHING
(N) EIFS
(N) EXPANSION ANCHOR;
INSTALL AT 8" O.C.
REMOVE (E) FLUID-APPLIED 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
(E) LOUVER
(N) BACKER ROD AND SEALANT
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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6.
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
WJE, Inc. or PC StreetAddress City, State Zip tel | fax
ADDITION
4700 COMMUNITY AVENUE
MCKINNEY, TX 75071
COLLIN COUNTY
CONSTRUCTION AND
PROJECTS
As Noted
SRW
DETAILS
R-203
1 SCALE: 1 1/2" = 1'-0"
DETAIL OF LOUVER JAMB
File details come from the government source that posted it. Updated .