A04_HEDOG_SCHOOL_-_BLDG__515_-_RE-ROOF_SPECS_0002.pdf

19-031

04/06/23

STRUCTURAL CONSULTING ENGINEERS

2693 COMMERCE RD C, RAPID CITY, SD 57702

PHONE (605) 342-0680

E N G I N E E R I N G, I N C.

H E R M A N S O N E G G E

JOB NO. 19-031

115 4TH AVENUE SE SUITE 400, MC202

ABERDEEN, SD 57401

PHONE (605) 226-0877

BUREAU OF INDIAN AFFIARS

U.S. DEPARTMENT OF THE INTERIOR

GREAT PLAINS REGION

DIVISION OF FACILITIES

FAX (605) 226-0881

RE-ROOF PROJECT

HEDOG SCHOOL BLDG #515

PARMELEE, SOUTH DAKOTA

CHECKED BY: LDH

DRAWN BY: SMD

DWG:

BIA PROJECT NO.: 140A0118C008

ISSUE:

MARK DATE DESCRIPTION

Bldg 515 - Re Roof.dwg

ISSUE FOR BID

01/12/23 40% CD SUBMISSION

AS SHOWN

03/09/23 99% CD SUBMISSION

04/06/23 100% CD SUBMISSION

04/06/23

04/12/23 ISSUE FOR BID

SHEET INDEX

TITLE SHEET

TITLE SHEETTS

ROOF REPLACEMENT

1.1 1.2 1.3

2.1 GENERAL NOTES AND TYPICAL DETAILS

BLDG #515 ROOF REPLACEMENT PLAN

BLDG #515 ROOF DEMOLITION PLAN

BLDG #515 ELEVATIONS

PARMELEE, SOUTH DAKOTA

PROJECT CONTACT

HERMANSON EGGE ENGINEERING

ENGINEER OF RECORD

2693-C COMMERCE ROAD

RAPID CITY, SOUTH DAKOTA

PHONE: (605) 342-0680

BIA CONTRACTING OFFICER'S REPRESENTATIVE

PROJECT COORDINATOR

TIFFANY EWING

ABERDEEN, SOUTH DAKOTA

PHONE: (605) 226-0877

ACE SERVICES

ENVIRONMENTAL COORDINATOR

PO BOX 1912

RAPID CITY, SOUTH DAKOTA 57709

PHONE: (605) 484-9129

PARMELEE

PROJECT LOCATION (SITE)

RAPID CITY

PROJECT MANAGER - SHANE DELBRIDGE

HEDOG SCHOOL BLDG #515

RE-ROOF PROJECT

ABBREVIATION DEFINITIONS:

(E)

EL.

FF FINISHED FLOOR

ELEVATION

EXISTING

TF TOP OF FOOTING

T/ TOP OF

TYP TYPICAL

W/ WITH

CONC CONCRETE

B/ BOTTOM OF

DIM DIMENSION

2x 2x4, 2x6, 2x8, 2x10, 2x12, ETC

& AND

CP CONTROL POINT

BM BENCHMARK

LF LINEAR FEETLF LINEAR FEET

MH MANHOLE

V.I.F. VERIFY IN FIELD

± PLUS OR MINUS

INV INVERT

W.P. WORKING POINT

CF CUBIC FOOT

CY CUBIC YARD

O/C ON CENTER

% PERCENTAGE - OR PERCENT OF SLOPE

TC TOP OF CONCRETE

FL FLOW LINE ELEVATION

TITLE

SHEET

TS

2.2 BLDG #515 ROOF PHOTOS

PROJECT SITE

TO HWY 63

BIA Concur:

Bureau of Indian Affairs Date Great Plains Region Division of Facilities

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SHEET NO.

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HE PROJECT NO.

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DATE:

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SCALE:

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SHEET TITILE

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VICINITY MAP

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NORTH

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SOUTH DAKOTA LOCATION MAP

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NORTH

ROOF

DEMOLITION PLAN

1.1 19-031

04/06/23

STRUCTURAL CONSULTING ENGINEERS

2693 COMMERCE RD C, RAPID CITY, SD 57702

PHONE (605) 342-0680

E N G I N E E R I N G, I N C.

H E R M A N S O N E G G E

JOB NO. 19-031

115 4TH AVENUE SE SUITE 400, MC202

ABERDEEN, SD 57401

PHONE (605) 226-0877

BUREAU OF INDIAN AFFIARS

U.S. DEPARTMENT OF THE INTERIOR

GREAT PLAINS REGION

DIVISION OF FACILITIES

FAX (605) 226-0881

RE-ROOF PROJECT

HEDOG SCHOOL BLDG #515

PARMELEE, SOUTH DAKOTA

CHECKED BY: LDH

DRAWN BY: SMD

DWG:

BIA PROJECT NO.: 140A0118C008

ISSUE:

MARK DATE DESCRIPTION

Bldg 515 - Re Roof.dwg

ISSUE FOR BID

01/12/23 40% CD SUBMISSION

AS SHOWN

03/09/23 99% CD SUBMISSION

04/06/23 100% CD SUBMISSION

04/06/23

04/12/23 ISSUE FOR BID

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

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ROOF DEMOLITION PLAN

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NORTH

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SHEET NO.

AutoCAD SHX Text If this drawing is not 22" x 34" it is a reduced print.

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HE PROJECT NO.

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DATE:

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SCALE:

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SHEET TITILE

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KEY NOTES

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MARK

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DESCRIPTION

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EXISTING ROOF CRICKET, REPLACE FRAMING IF DAMAGED

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EXISTING CHIMNEY, TO REMAIN

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EXISTING ASPHALT SHINGLES ON HIGH ROOF, REMOVE ALL

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EXISTING VALLEY, REMOVE TO EXISTING ROOF DECK

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EXISTING PLUMBING VENT, TYP., TO REMAIN

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MATERIALS TO EXISTING 6/12 ROOF DECK (8,500 SF)

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EXISTING ASPHALT SHINGLES ON LOW ROOF, REMOVE ALL

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MATERIALS TO EXISTING 6/12 ROOF DECK (110 SF)

AutoCAD SHX Text NOTE: CONTRACTOR TO FOLLOW NFPA 5000 RE-ROOF SECTION 15.4.2.4-10 AND FALL PROTECTION CODE.

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EXISTING ASPHALT SHINGLES ON LOW ROOF, REMOVE ALL

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MATERIALS TO EXISTING 6/12 ROOF DECK (50 SF EACH)

AutoCAD SHX Text NOTE: 1. ROOF HEIGHT IS ROOF HEIGHT IS APPROXIMATELY 19 FOOT FROM EAVE TO GROUND. 2. NO HAZARDOUS MATERIALS NO HAZARDOUS MATERIALS WERE FOUND IN THE ROOF MATERIALS, SEE ASBESTOS REPORT IN SPEC.

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REMOVE AND REINSTALL SATELLITE DISH

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REMOVE AND REINSTALL ANTENNA

A. WASTE DISPOSAL WASTE DISPOSAL 1. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL WASTE DISPOSAL ON THE PROJECT. THE CONTRACTOR THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL WASTE DISPOSAL ON THE PROJECT. THE CONTRACTOR SHALL FURNISH THE DISPOSAL SITE FOR THIS WORK AND THE LOCATION MUST BE APPROVED BY THE CO/COR OR AO/AOTR AND THE TRIBE. NO WASTE DISPOSAL IS ALLOWED WITHIN RIGHT OF WAY OR EASEMENTS. NO PAYMENT WILL BE MADE FOR WASTE DISPOSAL. NO RUBBLE MAY BE BURIED ON THIS SITE. B. WASTE DISPOSAL SITE WASTE DISPOSAL SITE 1. THE CONTRACTOR SHALL FURNISH A SITE SATISFACTORY TO THE CO/COR OR AO/AOTR AND THE TRIBE THE CONTRACTOR SHALL FURNISH A SITE SATISFACTORY TO THE CO/COR OR AO/AOTR AND THE TRIBE FOR THE DISPOSAL OF BROKEN CONCRETE, EXCESS DIRT, ROCK AND OTHER CONSTRUCTION/DEMOLITION DEBRIS GENERATED BY THIS PROJECT. THE WASTE DISPOSAL SITE MAY NOT BE A STREAM, STREAM BANK, LAKE, LAKE SHORE OR WETLAND.

ROOF

REPLACEMENT PLAN

1.2 19-031

04/06/23

STRUCTURAL CONSULTING ENGINEERS

2693 COMMERCE RD C, RAPID CITY, SD 57702

PHONE (605) 342-0680

E N G I N E E R I N G, I N C.

H E R M A N S O N E G G E

JOB NO. 19-031

115 4TH AVENUE SE SUITE 400, MC202

ABERDEEN, SD 57401

PHONE (605) 226-0877

BUREAU OF INDIAN AFFIARS

U.S. DEPARTMENT OF THE INTERIOR

GREAT PLAINS REGION

DIVISION OF FACILITIES

FAX (605) 226-0881

RE-ROOF PROJECT

HEDOG SCHOOL BLDG #515

PARMELEE, SOUTH DAKOTA

CHECKED BY: LDH

DRAWN BY: SMD

DWG:

BIA PROJECT NO.: 140A0118C008

ISSUE:

MARK DATE DESCRIPTION

Bldg 515 - Re Roof.dwg

ISSUE FOR BID

01/12/23 40% CD SUBMISSION

AS SHOWN

03/09/23 99% CD SUBMISSION

04/06/23 100% CD SUBMISSION

04/06/23

04/12/23 ISSUE FOR BID

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

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ROOF REPLACEMENT PLAN

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NORTH

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SHEET NO.

AutoCAD SHX Text If this drawing is not 22" x 34" it is a reduced print.

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HE PROJECT NO.

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DATE:

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SCALE:

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SHEET TITILE

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KEY NOTES

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MARK

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DESCRIPTION

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EXISTING ROOF CRICKET, REPLACE FRAMING IF DAMAGED

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EXISTING CHIMNEY, TO REMAIN

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NEW VALLEY FLASHING

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NEW PLUMBING VENT PIPE FLASHING, TYP.

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REPLACE FLASHING AND COUNTER FLASHING

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NEW WALL TO ROOF FLASHING, TYP.

AutoCAD SHX Text NOTE: CONTRACTOR TO FOLLOW NFPA 5000 RE-ROOF SECTION 15.4.2.4-10 AND FALL PROTECTION CODE.

AutoCAD SHX Text CONSTRUCTION NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE PROJECT & IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE PROJECT & VERIFY EXISTING CONDITIONS/DIMENSIONS & PROPOSED CONDITIONS. COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY CO/COR OR AO/AOTR IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. 2. CONTRACTOR SHALL REMOVE AND RE-INSTALL EXISTING ROOF TOP CONTRACTOR SHALL REMOVE AND RE-INSTALL EXISTING ROOF TOP EQUIPMENT/UNITS AS REQUIRED FOR INSTALLATION OF NEW ROOFING MATERIALS. CONTRACTOR SHALL COORDINATE W/ OTHER DISCIPLINES AS REQUIRED FOR MODIFICATIONS TO M/E CONNECTIONS. 3. PROVIDE ACCESSORIES & FLASHING AS NECESSARY AT EXISTING/NEW PROVIDE ACCESSORIES & FLASHING AS NECESSARY AT EXISTING/NEW EQUIPMENT & PENETRATIONS TO MAKE WEATHER TIGHT & MAINTAIN WARRANTY USING ROOFING MANUFACTURE'S STANDARD DETAILS. 4. PROVIDE NEW ARCHITECTURAL LAMINATED SHINGLES OVER NEW UNDERLAYMENT, PROVIDE NEW ARCHITECTURAL LAMINATED SHINGLES OVER NEW UNDERLAYMENT, SEE PLAN OVER EXISTING WOOD ROOF DECK. 5. INSTALL PRE-FINISHED METAL GUTTERS AND CLOSED DOWNSPOUTS AT ALL EAVE INSTALL PRE-FINISHED METAL GUTTERS AND CLOSED DOWNSPOUTS AT ALL EAVE LOCATIONS, MATCH EXISTING SIZE AND LOCATION. PROVIDE HEAVY DUTY GUTTER AND DOWNSPOUT STRAPS; DOWNSPOUT STRAPS SHALL BE 24 INCH ON CENTER MAXIMUM. PROVIDE DOWNSPOUT EXTENSION (4 FEET MINIMUM) ATTACHED AT ELBOW SO THAT EXTENSION MAY BE LIFTED AND STORED IN VERTICAL POSITION.

AutoCAD SHX Text NEW LAMINATED ASPHALT SHINGLES ON 6/12 HIGH ROOF, INSTALL PER MANUFACTURES INSTALLATION INSTRUCTIONS (8,500 SF)

AutoCAD SHX Text NEW LAMINATED ASPHALT SHINGLES ON 6/12 LOW ROOF, ASPHALT SHINGLES ON 6/12 LOW ROOF, INSTALL PER MANUFACTURES INSTALLATION INSTRUCTIONS (110 SF)

AutoCAD SHX Text SCOPE OF WORK 1. REMOVE & REPLACE DRIP EDGE REMOVE & REPLACE DRIP EDGE 2. REMOVE & REPLACE GUTTER APRON REMOVE & REPLACE GUTTER APRON 3. REMOVE & REPLACE - ASPHALT SHINGLES REMOVE & REPLACE - ASPHALT SHINGLES 4. INSTALL ROOFING FELT UNDERLAYMENT INSTALL ROOFING FELT UNDERLAYMENT 5. REMOVE & REPLACE RIDGE CAP REMOVE & REPLACE RIDGE CAP 6. INSTALL ICE & WATER BARRIER INSTALL ICE & WATER BARRIER 7. REMOVE & REPLACE FLASHING PIPE JACKS REMOVE & REPLACE FLASHING PIPE JACKS 8. REMOVE & REPLACE 3/4" ROOF SHEATHING ALLOWANCE (FIELD VERIFY THICKNESS - 160 SF REMOVE & REPLACE 3/4" ROOF SHEATHING ALLOWANCE (FIELD VERIFY THICKNESS - 160 SF 9. RE-SEAL SIDEWALL/ENDWALL FLASHING RE-SEAL SIDEWALL/ENDWALL FLASHING 10. RE-SEAL ROOF TO WALL FLASHING RE-SEAL ROOF TO WALL FLASHING 11. RE-SEAL CHIMNEY FLASHING RE-SEAL CHIMNEY FLASHING 12. REMOVE & REPLACE GUTTER REMOVE & REPLACE GUTTER 13. REMOVE & REPLACE DOWNSPOUTSREMOVE & REPLACE DOWNSPOUTS

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NEW ICE & WATER SHIELD, TYP.

AutoCAD SHX Text NEW LAMINATED ASPHALT SHINGLES ON 6/12 LOW ROOF, ASPHALT SHINGLES ON 6/12 LOW ROOF, INSTALL PER MANUFACTURES INSTALLATION INSTRUCTIONS (50 SF)

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NEW RIDGE VENT, 174 LF MIN REQUIRED

BLDG #515

ELEVATIONS

1.3 19-031

04/06/23

STRUCTURAL CONSULTING ENGINEERS

2693 COMMERCE RD C, RAPID CITY, SD 57702

PHONE (605) 342-0680

E N G I N E E R I N G, I N C.

H E R M A N S O N E G G E

JOB NO. 19-031

115 4TH AVENUE SE SUITE 400, MC202

ABERDEEN, SD 57401

PHONE (605) 226-0877

BUREAU OF INDIAN AFFIARS

U.S. DEPARTMENT OF THE INTERIOR

GREAT PLAINS REGION

DIVISION OF FACILITIES

FAX (605) 226-0881

RE-ROOF PROJECT

HEDOG SCHOOL BLDG #515

PARMELEE, SOUTH DAKOTA

CHECKED BY: LDH

DRAWN BY: SMD

DWG:

BIA PROJECT NO.: 140A0118C008

ISSUE:

MARK DATE DESCRIPTION

Bldg 515 - Re Roof.dwg

ISSUE FOR BID

01/12/23 40% CD SUBMISSION

AS SHOWN

03/09/23 99% CD SUBMISSION

04/06/23 100% CD SUBMISSION

04/06/23

04/12/23 ISSUE FOR BID

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SEE PLAN ON SHEET 1.2

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

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WEST ELEVATION

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

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SOUTH ELEVATION

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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NEW GUTTER & DOWNSPOUT, INSTALL IN EXISTING LOCATIONS, MATCH EXISTING

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NEW GUTTER & DOWNSPOUT, INSTALL IN EXISTING LOCATIONS, MATCH EXISTING

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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RE-SEAL ALL-AROUND

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METAL PANEL ENCLOSURE

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

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EAST ELEVATION

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

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NORTH ELEVATION

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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SEE PLAN ON SHEET 1.2

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NEW GUTTER & DOWNSPOUT, INSTALL IN EXISTING LOCATIONS, MATCH EXISTING

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NEW GUTTER & DOWNSPOUT, INSTALL IN EXISTING LOCATIONS, MATCH EXISTING

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SHEET NO.

AutoCAD SHX Text If this drawing is not 22" x 34" it is a reduced print.

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HE PROJECT NO.

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DATE:

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SCALE:

SHEET TITILE

GENERAL NOTES

& TYPICAL DETAILS

2.1 19-031

04/06/23

STRUCTURAL CONSULTING ENGINEERS

2693 COMMERCE RD C, RAPID CITY, SD 57702

PHONE (605) 342-0680

E N G I N E E R I N G, I N C.

H E R M A N S O N E G G E

JOB NO. 19-031

115 4TH AVENUE SE SUITE 400, MC202

ABERDEEN, SD 57401

PHONE (605) 226-0877

BUREAU OF INDIAN AFFIARS

U.S. DEPARTMENT OF THE INTERIOR

GREAT PLAINS REGION

DIVISION OF FACILITIES

FAX (605) 226-0881

RE-ROOF PROJECT

HEDOG SCHOOL BLDG #515

PARMELEE, SOUTH DAKOTA

CHECKED BY: LDH

DRAWN BY: SMD

DWG:

BIA PROJECT NO.: 140A0118C008

ISSUE:

MARK DATE DESCRIPTION

Bldg 515 - Re Roof.dwg

ISSUE FOR BID

01/12/23 40% CD SUBMISSION

AS SHOWN

03/09/23 99% CD SUBMISSION

04/06/23 100% CD SUBMISSION

04/06/23

04/12/23 ISSUE FOR BID

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%%UGENERAL NOTES:

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B. STRUCTURAL WOOD

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1. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.

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NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (N.D.S.), NFPA

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2. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD

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TRUSSES, TPI

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3. DIMENSION LUMBER :

AutoCAD SHX Text Fv = 135 PSI.

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5. BOLTS IN WOOD ARE MACHINE BOLTS, UNLESS OTHERWISE NOTED.

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MACHINE BOLTS SHALL HAVE A SHANK DIAMETER WITHIN 1/64" OF

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THAT SPECIFIED. BOLTS ARE ASTM 307 STEEL.

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6. BOLT HOLES SHALL BE 1/32" OVERSIZE. WHERE STEEL IS

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CONNECTED TO WOOD, HOLES IN STEEL SHALL BE 1/16" OVERSIZE.

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PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE

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BEARING IS AGAINST WOOD. WASHERS WILL NOT BE REQUIRED UNDER

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HEAD OF CARRIAGE BOLTS LENGTH OF THREAD SHALL BE SUCH THAT

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NOT MORE THAN ½" OF THREAD SHALL BEAR AGAINST WOOD. ALL

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NUTS SHALL BE TIGHTENED WHEN PLACED AND RE-TIGHTENED AT

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COMPLETION OF THE JOB OR IMMEDIATELY BEFORE CLOSING WITH

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FINISH CONSTRUCTION. BOLT HOLES IN WOOD MEMBERS, INCLUDING

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GLU-LAM, SHALL BE DRILLED ON THE JOB SITE. WHERE STEEL

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SIDEPLATES ARE USED FOR CONNECTION, THE PLATE SHALL BE USED

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AS A TEMPLATE.

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E = 1,400,000 PSI.

AutoCAD SHX Text Fb = 875 PSI.

AutoCAD SHX Text Fc = 1150 PSI.

AutoCAD SHX Text A. 2 x 'S SPRUCE PINE FIR - NO. 2 OR BETTER

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A. GENERAL

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OPENINGS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.

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3. VERIFY SIZE, LOCATION AND NUMBER OF ROOF AND FLOOR

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2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE

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CURRENT NFPA 5000.

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1. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE

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STARTING WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND.

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DEFICIENCIES IN WORK OBSERVED WILL BE AT THE EXPENSE OF THE CONTRACTOR.

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COMPLETED AND/OR ADDITIONAL OBSERVATIONS OR DESIGN WORK DUE TO THE

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4. ADDITIONAL OBSERVATIONS OR DESIGN WORK AS A RESULT OF REJECTION OF WORK

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PRIOR TO SUBMITTAL TO CO/COR OR AO/AOTR FOR APPROVAL. SHOP DRAWINGS WILL BE

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ADDITION TO ALL PERSONNEL DEEMED NECESSARY BY CONTRACTOR

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5. ALL STRUCTURAL SHOP DRAWINGS TO BE REVIEWED BY JOB SUPERINTENDENT IN

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RETURNED TO THE CONTRACTOR UNTIL THE ABOVE TASK IS COMPLETED.

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LIST SHALL BE SPECIFIC AND GENERAL NOTES SUCH AS 'DIMENSIONS CORRECTED'

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LOCATIONS AND DESCRIPTIONS OF ALL CHANGES MADE FROM PREVIOUS SUBMITTAL.

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10. ALL SHOP DRAWING RESUBMITTALS SHALL INCLUDE A WRITTEN DETAILED LIST OF

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ARE NOT ACCEPTABLE.

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ONE MARKED SET OF THOSE DRAWINGS WILL BE RETURNED TO THE CONTRACTOR. WHO

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HAVE 2 HARD COPIES PROVIDED TO CO/COR OR AO/AOTR FOR REVIEW.

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11. ALL SHOP DRAWINGS TO BE REVIEWED BY CO/COR OR AO/AOTR SHALL

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WILL BE RESPONSIBLE FOR SCANNING IN ELECTRONICALLY AND PROVIDING FULL COLOR

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PDF ELECTRONIC FILES TO CO/COR OR AO/AOTR.

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CO/COR OR AO/AOTR WILL NOT TRANSFER MARKS TO ANY ADDITIONAL COPIES OF SHOP

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DRAWINGS. COPIES OF THE MARKED UP COPIES SHALL BE USED FOR THE REMAINING

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PORTION OF THE SHOP DRAWING SUBMITTAL AND APPROVAL PROCESS.

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SCALE - NOT TO SCALE

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ROOF TO WALL DETAIL

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TYPICAL EXISTING

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SCALE - NOT TO SCALE

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TYPICAL EXISTING VALLEY FLASHING DETAIL

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SCALE - NOT TO SCALE

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TYPICAL STEP FLASHING DETAIL

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SCALE - NOT TO SCALE

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TYPICAL UNDERLAYMENT DETAIL

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SCALE - NOT TO SCALE

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TYPICAL COURSE LAYOUT DETAIL

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SCALE - NOT TO SCALE

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TYPICAL CHIMNEY FLASHING DETAIL

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BRICK NOT SHOWN FOR CLARITY

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SHEET NO.

AutoCAD SHX Text If this drawing is not 22" x 34" it is a reduced print.

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HE PROJECT NO.

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DATE:

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SCALE:

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SHEET TITILE

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NAIL FLASHING PIECE TO THE ROOF AT THE TOP EDGE WITH ROOFING NAILS

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TURN UNDERLAYMENT UP AT CHANGE OF PLANE 3" MINIMUM.

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KICKOUT FLASHING

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EAVE METAL

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STEP FLASHING INTEGRATED WITH EACH SHINGLE

AutoCAD SHX Text SHINGLES SHOULD BE INSTALLED WITH A " - " 14" - " 34" GAP FROM THE VERTICAL BEND OF FLASHING

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NEW NON-CORRODING METAL COUNTER-FLASHING TO EXTEND DOWN OVER STEP FLASHING

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NEW NON-CORRODING METAL COUNTER-FLASHING TO EXTEND DOWN OVER STEP FLASHING

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ROOFING CEMENT

AutoCAD SHX Text STEP FLASHING POSITIONED OVER SHINGLE SO THAT NEXT COURSE OF SHINGLES COVERS IT COMPLETELY METAL BASE FLASHING

NEW NON-CORRODING METAL COUNTER-FLASHING TO EXTEND DOWN OVER STEP FLASHING

BLDG #515

ROOF PHOTOS

2.2 19-031

04/06/23

STRUCTURAL CONSULTING ENGINEERS

2693 COMMERCE RD C, RAPID CITY, SD 57702

PHONE (605) 342-0680

E N G I N E E R I N G, I N C.

H E R M A N S O N E G G E

JOB NO. 19-031

115 4TH AVENUE SE SUITE 400, MC202

ABERDEEN, SD 57401

PHONE (605) 226-0877

BUREAU OF INDIAN AFFIARS

U.S. DEPARTMENT OF THE INTERIOR

GREAT PLAINS REGION

DIVISION OF FACILITIES

FAX (605) 226-0881

RE-ROOF PROJECT

HEDOG SCHOOL BLDG #515

PARMELEE, SOUTH DAKOTA

CHECKED BY: LDH

DRAWN BY: SMD

DWG:

BIA PROJECT NO.: 140A0118C008

ISSUE:

MARK DATE DESCRIPTION

Bldg 515 - Re Roof.dwg

ISSUE FOR BID

01/12/23 40% CD SUBMISSION

AS SHOWN

03/09/23 99% CD SUBMISSION

04/06/23 100% CD SUBMISSION

04/06/23

04/12/23 ISSUE FOR BID

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