S02 - Att 4 B400 Replace Roof Dwg Rev 1.pdf

PDF 1 MB Posted May 2, 2022

Attached to: Z1DZ--REPAIR WATER INTRUSION B400 676-22-113
Solicitation number: 36C25222B0017
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal construction contract opportunity to repair water intrusion at Building 400 of the Tomah VA Medical Center in Tomah, Wisconsin. The project involves sealing and tuck-pointing masonry, replacing the roof, painting exterior wood and venting, replacing heat tape and gutter lines, and restoring and painting the cupola. The estimated price range for the work is $2,000,000 to $5,000,000. The solicitation will be issued as a 100% SDVOSB set-aside and will be posted to SAM.gov on or around February 2nd, 2022, with bid opening scheduled for March 21st. Interested parties must register in SAM and ORCA prior to award. The North American Industry Classification Code for this procurement is 238140 for masonry contractors.

View the file

Other files

File	Type	Posted
S06 - 36C25222B0017 A0003.pdf	PDF	May 15, 2022
S06 - Att 1 Wage Determination WI20220011 Mod 7 dated 4-29-2022.pdf	PDF	May 15, 2022
S06 - Att 1 RFIs Repair Water Intrusion at B400 dated 5-3-22.pdf	PDF	May 3, 2022
36C25222B0017 A0002.pdf	PDF	May 3, 2022
S06 - Att 2 RFIs Repair Water Intrusion at B400 dated 5-2-22.pdf	PDF	May 2, 2022
S06 - Att 1 Site Visit Sign-in Sheet 4-12-22 Repair Water Intrusion.pdf	PDF	May 2, 2022
36C25222B0017 A0001.pdf	PDF	May 2, 2022
S02 - Att 3 B400 Masonry Restoration Dwgs Rev 1.pdf	PDF	May 2, 2022
S02 - Att 7 676-22-113 Sole Source rev b.pdf	PDF	May 2, 2022
S02 - Att 5 B400 Cupolla Original Dwgs.pdf	PDF	May 2, 2022
S02 - Att 2 Specification updated 3-8-22.pdf	PDF	May 2, 2022
S02 - Att 1 SOW Rev 1c - Repair Water Intrusion B400 3-8-22.pdf	PDF	May 2, 2022
S02 - Att 6 Wage Determinations WI20220011 Mod 6 dated 3-18-2022.pdf	PDF	May 2, 2022
36C25222B0017_1.docx	DOCX document	May 2, 2022

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

STREET

E STREET

OUTPATIENT

PARKING

ENTRANCE

CHAPEL

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-113 Office of Facilities

Management

Tomah, WI, 54660

Medical Center 500 East Veterans Street

Dept. of Veterans Affairs

Repair Water Intrusion B400

100% - CONSTRUCTION DOCS

11-12-2021

MRJ

CONSULTANTS: BUIDING 400

A101

COVER SHEET

PROJECT TEAM

CAMPUS MAP

IN THE CASE OF CONFLICTS OR

DISCREPANCIES WITHIN OR AMONG THE

CONTRACT DRAWINGS, THE BETTER

QUALITY, MORE STRINGENT

REQUIREMENTS OR GREATER QUANTITY

OF WORK, AS DETERMINED BY THE

GOVERNMENT, SHALL BE PROVIDED.

LOCATION MAP

PROJECT

LOCATION

PROJECT SITE

LOCATION

BUILDING NO. 400

VA COR

CONTACT: MICHAEL JUMBECK

ADDRESS: 500 EAST VETERANS ST B23

TOMAH, WI 54660

PHONE: 608-605-0100

VA ACOR

CONTACT: JAMES CONN

ADDRESS: 500 EAST VETERANS ST B23

TOMAH, WI 54660

PHONE: 608-790-6302

DEPARTMENT OF

VETERANS AFFAIRS

676-22-113 Repair Water Intrusion B400

VA MEDICAL CENTER

TOMAH, WISCONSIN

BUILDING NO. NAMING LEGEND

VA DESIGNATED BUILDING NO.

SHEET INDEXLEGEND

SHEET NUMBER SHEET TITLE PAGE NUMBER

A101 TITLE SHEET, PROJECT INFO & INDEX 1

A102 ROOF DETAIL 2

A103 LAY-DOWN & FENCE AREA 3

A104 HEAT TAPE & GUTTER LOCATIONS 4

A105 SHINGLE MANAUFACTURERS DETAILS 5

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

LA CROSSE

AutoCAD SHX Text

MILWAUKEE

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

SUPERIOR

AutoCAD SHX Text

ASHLAND

AutoCAD SHX Text

APPLETON

AutoCAD SHX Text

GREEN BAY

AutoCAD SHX Text

TOMAH

AutoCAD SHX Text

BUILDING 400

7:12

ROOF PITCH

R O

O F

7:12

ROOF PITCH

7:12

ROOF PITCH

R O

O F

R O

O F

H 7:

O O

R O

O F

H 7:

O O

R O

O F

H 7:

O O

7:12

ROOF PITCH

7:12

ROOF PITCH

7:12

ROOF PITCH

7:12

ROOF PITCH

R O

O F

H 7:

O O

R O

O F

H 7:

O O

7:12

ROOF PITCH

7:12

ROOF PITCH

7:12

ROOF PITCH

R O

O F

R O

O F

6:12

ROOF PITCH

R O

O F

1 SCALE: 1/8 = 1'-0"

B400 ROOF PLAN - REMOVAL AND REPLACEMENT

B400 ROOF PLAN -

A102

REMOVAL &

REPLACEMENT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-113 Office of Facilities

Management

Tomah, WI, 54660

Medical Center 500 East Veterans Street

Dept. of Veterans Affairs

Repair Water Intrusion B400

CONSULTANTS:

2 SCALE: 1/2 = 1'-0"

B400 TYPICAL DORMER - SIDE ELEVATION

add Snow guards 077100 by alpine on all pitched roofs sloping towards the penthouse add Snow guards 077100 by alpine on all 4 pitched roofs sections of the penthouse

AutoCAD SHX Text R.D.

AutoCAD SHX Text

SCUTTLE

AutoCAD SHX Text

SCUTTLE

AutoCAD SHX Text R.D.

AutoCAD SHX Text

SCUTTLE

AutoCAD SHX Text R.D.

AutoCAD SHX Text G.O.

AutoCAD SHX Text R.D.

AutoCAD SHX Text

1590 SQ FT ESTIMATED

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text 0"

AutoCAD SHX Text

31 X 20 FT = 620

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

35 X 20 FT = 700

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

25 X 49 FT = 1225

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text 30'-7"

AutoCAD SHX Text

31 X 20 FT = 620

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

31 X 20 FT = 620

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

CANOPY NOT IN SCOPE

AutoCAD SHX Text

CANOPY NOT IN

AutoCAD SHX Text

SCOPE

AutoCAD SHX Text

1. IN AREAS WHERE EXISTING DETERIORATED ROOF DECKING HAS BEEN REMOVED, PROVIDE AND INSTALL NEW ROOF DECKING WITH ALL ASSOCIATED ASSEMBLIES. PROVIDE AND INSTALL NEW DECKING AT ALL ABANDONED PENETRATIONS, AS WELL. 2. PROVIDE AND INSTALL FOUR COURSES OF ICE AND WATER SHIELD UNDERLAYMENT, WITH ALL ASSOCIATED ASSEMBLIES, AT BOTTOM EDGE OF BUILDING ROOF. 3. PROVIDE AND INSTALL 30# ROOF COVERING UNDERLAYMENT, WITH ALL ASSOCIATED ASSEMBLIES. 4. PROVIDE AND INSTALL ICE AND WATER SHIELD UNDERLAYMENT, WITH ALL ASSOCIATED ASSEMBLIES, IN ALL VALLEYS AS REQUIRED. 5. PROVIDE AND INSTALL ALL ROOFING, COPPER FLASHING SYSTEMS, ACCESSORIES AND RELATED ASSEMBLIES TO INSURE A COMPLETE AND WATERTIGHT SYSTEM. 6. PROVIDE AND INSTALL A NEW SYNTHETIC SLATE TILE ROOFING SYSTEM WITH ALL ASSOCIATED ASSEMBLIES AS MANUFACTURED BY INSPIRE ROOFING PRODUCTS.. COLOR SHALL BE "STONE BLACK", COLOR #701. 7. THE ABOVE NOTES SHALL PERTAIN TO ALL DORMER ROOFS AND DORMER WALLS AS WELL. 8. PROVIDE SNOW GUARDS OVER ALL ENTRANCES. 9. TUCK POINT ALL DETERIORATED MASONRY BEFORE INSTALLING NEW FLASHING AND RELATED ASSEMBLIES. 10. PROVIDE PROTECTION OF EXISTING VEGETATION AROUND BUILDING WORK AREA. PROVIDE RESTORATION OF GROUNDS DISTURBED OR DAMAGED DURING CONSTRUCTION. 11. REPAIR ANY CONCRETE THAT IS BROKEN OR DAMAGED DURING CONSTRUCTION.

AutoCAD SHX Text

ROOF REPLACEMENT NOTES

AutoCAD SHX Text

1. REMOVE AND DISPOSE OF EXISTING ROOF COVERING SYSTEMS REMOVE AND DISPOSE OF EXISTING ROOF COVERING SYSTEMS AND ASSOCIATED ASSEMBLIES. 2. UPON REMOVAL OF EXISTING ROOF COVERING SYSTEMS, INSPECT UPON REMOVAL OF EXISTING ROOF COVERING SYSTEMS, INSPECT ROOF DECKING & REMOVE AND DISPOSE OF ANY DETERIORATED DECKING AND ASSOCIATED ASSEMBLIES. 3. REMOVE AND DISPOSE OF EXISTING VALLEY FLASHING AND DRIP REMOVE AND DISPOSE OF EXISTING VALLEY FLASHING AND DRIP LEDGE WITH ALL ASSOCIATED ASSEMBLIES. 4. REMOVE AND DISPOSE OF EXISTING FLASHING WHERE ALL REMOVE AND DISPOSE OF EXISTING FLASHING WHERE ALL DORMERS MEET MAIN ROOF OF BUILDING. 5. REMOVE AND DISPOSE OF ALL EXISTING FLASHING WHERE MAIN REMOVE AND DISPOSE OF ALL EXISTING FLASHING WHERE MAIN ROOF OF BUILDING MEETS BRICK WALLS. 6. THE ABOVE NOTES SHALL PERTAIN TO ALL DORMER ROOFS AS THE ABOVE NOTES SHALL PERTAIN TO ALL DORMER ROOFS AS WELL. 7. REMOVE AND DISPOSE OF ALL EXISTING ALUMINUM WALL REMOVE AND DISPOSE OF ALL EXISTING ALUMINUM WALL COVERINGS AND RELATED ASSEMBLIES AT DORMERS. 8. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, QUANTITIES, DIMENSIONS AND ROOF PITCHES.

AutoCAD SHX Text

ROOF REMOVAL NOTES

AutoCAD SHX Text REPLACE EXISTING ASPHALT SHINGLES WITH NEW SLATE SHINGLES @ DORMER ROOFS. ROOF PITCH = 7:12.

AutoCAD SHX Text REPLACE EXISTING ALUMINUM WALL COVERING WITH NEW SLATE SHINGLES @ DORMER SIDE WALLS.

AutoCAD SHX Text

LINE OF FLASHING BEHIND SHINGLES

AutoCAD SHX Text

PROVIDE NEW COPPER FLASHING.

AutoCAD SHX Text NOT IN CONTRACT STONE CAP/CORNICE BUILDING ENTRANCE/EXIT VALLEY HEAT TAPE LOCATION HEAT TAPE LOCATION 1ST DISCONNECT LOCATION DOWNSPOUT GUTTER LOCATIONS / HEAT TAPE

AutoCAD SHX Text

ROOFING CALCULATIONS - B400

AutoCAD SHX Text ROOFING: DORMER ROOFING: DORMER WALL CLADDING: PITCHED TOTAL: PITCHED TOTAL: FLAT ROOFING TOTAL: 5,555 S.F. TOTAL: 5,555 S.F. 5,555 S.F. NOTES: NOTES: 1. ALL QUANTITIES ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY. 2. 7:12 ROOF PITCH TYPICAL AT ROOFS AND DORMER ROOFS. 6:12 ROOF PITCH AT TOWER ROOF.

AutoCAD SHX Text 23,635 S.F. 1, 060 S.F. 640 S.F. 25,315 S.F.

AutoCAD SHX Text

NORTH

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

VA FORM 08-6231, OCT 1978

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-113 Office of Facilities

Management

Tomah, WI, 54660

Medical Center 500 East Veterans Street

Dept. of Veterans Affairs

Repair Water Intrusion B400

CONSULTANTS: BUILDING 400

A103

LAYDOWN AND

FENCING AREA

E STREET

OUTPATIENT

PARKING

ENTRANCE

PROVIDE FILLED SANDBAGS AT EACH FENCE PANEL SUPPORT BASE (4 PER BASE

MINIMUM). CONTRACTOR SHALL EMPLOY ADDITIONAL ANCHORING METHODS AS

REQUIRED TO KEEP FENCE UP THROUGHOUT CONSTRUCTION.

PROVIDE PRIVACY SCREEN (SLATS OR NETTING) INTEGRAL TO TEMPORARY FENCE

PANELS. AND FULL PERIMETER.

PROVIDE 6' TALL CHAIN LINK FENCE PANELS FOR FULL DURATION OF

CONSTRUCTION ACTIVITIES.

PROVIDE WARNING SIGNS, EMERGENCY CONTACT NUMBERS, AND CONSTRUCTION

SIGN IAW SPECIFICATIONS STATION REQUIREMENTS.

ANY AND ALL GATES SHALL REMAIN LATCHED AND SECURED DURING

CONSTRUCTION, AFTER HOURS, AND WEEKENDS UNLESS OTHERWISE APPROVED

BY THE COR.

PROVIDE MODULAR OVERHEAD PROTECTION FOR NEW TEMPORARY ENTRANCE IF

NESSACARY. SYSTEM SHALL BE DESIGNED BY A LICENSED DESIGNER. PROVIDE

DRAWINGS AND CALCULATIONS PER SPECIFICATIONS.

PROVIDE/INSTALL TEMP LIGHTING UNDER OVERHEAD PROTECTION. TEMP

LIGHTING SHALL BE CONTROLLED VIA PHOTO EYE AND SHALL BE A WEATHER

PROOF LED FIXTURE(S). PROVIDE MINIMUM 3 FIXTURES

STRONG ARM DOUBLE GATE LATCH

6" (DOUBLE) ROLLING GATE CARRIER WHEELS

(1 DOUBLE CARRIER FOR EACH GATE)

ADMINISTRATION & OUTPATIENT ADMISSION

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

LAYDOWN AREA

AutoCAD SHX Text

LAYDOWN AREA

AutoCAD SHX Text CONSTRUCTION FENCE TO BE THE FULL PERIMETER OR PROVIDE A PLAN TO DO IN MOVABLE ZONED SECTIONS. FENCE MUST BE A MIN. OF 10FT AWAY FROM BUILDING.

AutoCAD SHX Text

TEMP. CONSTRUCTION FENCE

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

TEMPORARY CONSTRUCTION FENCE DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ENTRANCE GATE DETAIL (ALL)

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. CONTRACTOR SHALL LIMIT ALL PARKING TO THE AREA INSIDE THE CONTRACTOR FENCED IN AREA. 2. CONTRACTOR SHALL NOT BLOCK THE PARKING LOT ENTRANCE(S) UNLESS OTHERWISE APPROVED BY THE COR 3. CONTRACTOR SHALL CONFINE ALL MATERIAL DELIVERIES, MATERIAL REFUSE, AND STAGING WITHIN THE CONTRACTOR FENCED IN AREA. 4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IF/WHEN DELIVERIES OR CONSTRUCTION TRAFFIC IMPEDE(S) TRAFFIC FLOW OR WHEN CLOSING OFF ANY ENTRANCE INTO THE B400 PARKING LOT 5. CONTRACTOR SHALL PROVIDE LOCKING GATES AT VEHICULAR AND PERSONNEL ACCESSIBLE POINTS. GATE LOCKS SHALL ACCEPT A STANDARD PAD LOCK CAPABLE OF ACCEPTING A SFIC (7 PIN). GATE SHALL REMAIN LOCKED DURING CONSTRUCTION-NO EXCEPTIONS. USE OF BUNGEE CORDS OR DOG CHAINS IS NOT ACCEPTABLE 6. WHEN GATE IS REQUIRED TO BE OPEN FOR DELIVERIES OR VEHICLE MOVEMENT THE CONTRACTOR SHALL PROVIDE A GATE SPOTTER/GUARD. SPOTTER/GUARD SHALL REMAIN AT THE OPENING UNTIL TRAFFIC HAS CLEARED THE GATE AND CLOSED AND LOCKED.

AutoCAD SHX Text

SINGLE GATE ACESS TO FIRE HYDARNT

AutoCAD SHX Text

SINGLE GATE ACESS

AutoCAD SHX Text

SINGLE GATE ACESS

7:12

ROOF PITCH

R O

O F

7:12

ROOF PITCH

7:12

ROOF PITCH

R O

O F

R O

O F

H 7:

O O

R O

O F

H 7:

O O

R O

O F

H 7:

O O

7:12

ROOF PITCH

7:12

ROOF PITCH

7:12

ROOF PITCH

7:12

ROOF PITCH

R O

O F

H 7:

O O

R O

O F

H 7:

O O

7:12

ROOF PITCH

7:12

ROOF PITCH

7:12

ROOF PITCH

R O

O F

R O

O F

6:12

ROOF PITCH

R O

O F

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-113 Office of Facilities

Management

Tomah, WI, 54660

Medical Center 500 East Veterans Street

Dept. of Veterans Affairs

Repair Water Intrusion B400

1 SCALE: 1/8 = 1'-0"

B400 ROOF PLAN - GUTTER & HEAT TAPE LOCATION

BUILDING 400

A104

HEAT TAPE AND

GUTTER LACATIONS

AutoCAD SHX Text R.D.

AutoCAD SHX Text

SCUTTLE

AutoCAD SHX Text

SCUTTLE

AutoCAD SHX Text R.D.

AutoCAD SHX Text

SCUTTLE

AutoCAD SHX Text R.D.

AutoCAD SHX Text G.O.

AutoCAD SHX Text R.D.

AutoCAD SHX Text

1590 SQ FT ESTIMATED

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text 0"

AutoCAD SHX Text

31 X 20 FT = 620

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

35 X 20 FT = 700

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

25 X 49 FT = 1225

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text 30'-7"

AutoCAD SHX Text

31 X 20 FT = 620

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

31 X 20 FT = 620

AutoCAD SHX Text

FLAT ROOF

AutoCAD SHX Text

CANOPY NOT IN SCOPE

AutoCAD SHX Text

CANOPY NOT IN

AutoCAD SHX Text

SCOPE

AutoCAD SHX Text NOT IN CONTRACT STONE CAP/CORNICE BUILDING ENTRANCE/EXIT VALLEY HEAT TAPE LOCATION HEAT TAPE LOCATION 1ST DISCONNECT LOCATION DOWNSPOUT GUTTER LOCATIONS / HEAT TAPE

AutoCAD SHX Text

ROOFING CALCULATIONS - B400

AutoCAD SHX Text 23,635 S.F. 1, 060 S.F. 640 S.F. 25,315 S.F.

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

HEAT TAPE 1ST DISCONNECT

AutoCAD SHX Text

HEAT TAPE 1ST DISCONNECT

AutoCAD SHX Text

HEAT TAPE 1ST DISCONNECT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

1 2 3 4 5 6 87 9

97 8654321

Tomah, Wisconsin

676-22-113 Office of Facilities

Management

Tomah, WI, 54660

Medical Center 500 East Veterans Street

Dept. of Veterans Affairs

Repair Water Intrusion B400

BUIDING 400

A105

SHINGLE PROVIDED

MANUFACTURERS DETAIL

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN

PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND

APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER 1703-007.

SLATE TILE

SLATE

SELECT DESIRED SOLID COLORS:

CHARCOAL BLACK (801)

MIST GREY (803)

STEEL GREY (804)

1703-007

BRANDYWINE (806)

RED ROCK (809)

OLIVE (814)

SAGE GREEN (815)

SELECT DESIRED MIXED COLORS:

NOTTINGHAM (788)

CONCORD (789)

BRUNSWICK (791)

COACHMAN (790)

FRONT ELEVATIONSIDE ELEVATION

BACK ELEVATIONPERSPECTIVE

GREY BLACK BLEND (718)

2" HEADLAP

MINIMUM

ROOF DECK

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

WOOD ROOF

AutoCAD SHX Text

DECK

AutoCAD SHX Text

RAFTER

AutoCAD SHX Text

DOUBLE OR SINGLE LAYER OF ROOF

AutoCAD SHX Text

UNDERLAYMENT (SEE DETAIL 1)

AutoCAD SHX Text

FIELD SLATE

AutoCAD SHX Text

STARTER COURSE SLATE

AutoCAD SHX Text

WOOD CANT

AutoCAD SHX Text

FASCIA

AutoCAD SHX Text

STARTER (UNDEREAVE) COURSE

AutoCAD SHX Text

WOOD CANT

AutoCAD SHX Text

ROOF UNDERLAYMENT LAID

AutoCAD SHX Text

PARALLEL TO EAVE AND CUT FLUSH

AutoCAD SHX Text

W/ OUTSIDE EDGE OF FASCIA

AutoCAD SHX Text

(SEE DETAIL 5)

AutoCAD SHX Text

DETAIL 5-A FIELD SLATES OF UNIFORM WIDTH

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text (L)

AutoCAD SHX Text

FIELD SLATE

AutoCAD SHX Text

ROOF UNDERLAYMENT

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

1 " TO 1 "14" TO 1 "12"

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text

0" TO ". DETERMINED IN FIELD14". DETERMINED IN FIELD

AutoCAD SHX Text 3"

AutoCAD SHX Text

(HEADLAP)

AutoCAD SHX Text L-3"

AutoCAD SHX Text

(EXPOSURE)

AutoCAD SHX Text

AutoCAD SHX Text L-3"

AutoCAD SHX Text

(EXPOSURE)

AutoCAD SHX Text

(LENGTH)

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

DETAIL 4-B GABLE END (RAKE) FLASHING

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

METAL RAKE

AutoCAD SHX Text

FLASHING

AutoCAD SHX Text

RAKE BOARD

AutoCAD SHX Text

WOOD ROOF DECK

AutoCAD SHX Text

NAIL AT 16" TO 24" O.C.

AutoCAD SHX Text

HOOK DAM

AutoCAD SHX Text

(OPTIONAL)

AutoCAD SHX Text

%%UALTERNATIVE RAKE

AutoCAD SHX Text

%%UFLASHING PROFILE

AutoCAD SHX Text

DOUBLE OR SINGLE LAYER

AutoCAD SHX Text

OF ROOF UNDERLAYMENT

AutoCAD SHX Text

FIELD SLATE

AutoCAD SHX Text

FIELD SLATE

AutoCAD SHX Text

METAL RAKE FLASHING

AutoCAD SHX Text

ROOF ICE & WATER SHIELD MEMBRANE

AutoCAD SHX Text

OPTION: DOG

AutoCAD SHX Text

EAR TOP

AutoCAD SHX Text

CORNER OF

AutoCAD SHX Text

SLATES AT

AutoCAD SHX Text

RAKE

AutoCAD SHX Text

( SLATE)12 SLATE)

AutoCAD SHX Text

SYNTHETIC UNDERLAYMENT FASTENED TO RESIST WIND DAMAGE. INSTALL PER MANUFACTURER

AutoCAD SHX Text SUCCEEDING COURSES OF ASPHALT-IMPREGNATED FELT UNDERLAYMENT OR OTHER APPROVED MATERIAL WITH MINIMUM 2" HEADLAP AS APPROVED BY LOCAL BUILDING CODES

AutoCAD SHX Text FASTENERS NOT DRIVEN FLUSH TO UNDERLAYMENT. ANY OTHER PUNCTURE AND/OR TEAR IN THE UNDERLAYMENT MUST BE SEALED WITH MEMBRANE COMPATIBLE SEALANT OR ADDITIONAL UNDERLAYMENT

AutoCAD SHX Text

END LAP A MINIMUM OF 6"

AutoCAD SHX Text

DRIP EDGE

AutoCAD SHX Text

UNDERLAYMENT MUST TURN DOWN OVER RAKE EDGE A MINIMUM OF 1"

ICE DAM PROTECTION IS REQUIRED. SEE DETAILS AND SPECIFICATIONS

Sheets and Views

676-22-113 B400 Replace roof UPDATED 12-22-21-Cover sheet

676-22-113 B400 Replace roof UPDATED 12-22-21-B400 ROOF

676-22-113 B400 Replace roof UPDATED 12-22-21-Laydown Area

676-22-113 B400 Replace roof UPDATED 12-22-21-B400 HEAT TAPE

676-22-113 B400 Replace roof UPDATED 12-22-21-details

File details come from the government source that posted it. Updated May 2, 2022.