J01 Drawings.pdf

TAOS - PICURIS PUEBLOS HEALTH CENTER

ROOFING & FALL PROTECTION

IHS Contract No.: HHSI102201800003I, TO 75H70123F30019

SEPTEMBER 03, 2024

CONSTRUCTION DOCUMENTS

1090 Goat Springs Road

Taos, New Mexico 87571

IHS Project No.: AQ22TS003

INDEX TO DRAWINGS

No. Sheet Name

FALL PROTECTION DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF PLAN

ROOF DRAINAGE PLAN

Sheet Name

A4.3

A4.1

A4.2

No.

ROOF DETAILSA4.4

A4.5

A4.6

A4.7

A5.1 BUILDING ELEVATIONS

COVERCVR

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A

D a t e S ig n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

ALBUQUERQUE AREA

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COVER

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

Author

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

AQ22TS003

ROOF

HATCH

RIDGE

RIDGE

RIDGE

RIDGE

RIDGE

RIDGE

A4.4

A4.4

A4.4

A4.4

A4.6

A4.6

A4.6

A4.4

A4.4

A4.4

A4.6

A4.4

EXISTING SWALE

A. ROOF SLOPES SHALL BE A MINIMUM OF

3/8" PER FOOT, U.N.O.

B. VALLEYS AT CRICKETS SHALL BE A

MINIMUM OF 1/4" PER FOOT.

C. COORDINATE THE ROOF PLAN WITH

PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS.

D. REFER TO PLUMBING DRAWINGS FOR

VENT STACK PENETRATIONS AND FLASH

PER DETAILS.

E. ROOF DRAINS AND SCUPPER LOCATIONS

ARE APPROXIMATE. G.C. TO

COORDINATE ALL AREAS.

F. PROVIDE ADDITIONAL CRICKETS AT ROOF

DRAINS AND ROOF MOUNTED

EQUIPMENT AS REQUIRED TO PROVIDE

POSITIVE SLOPE TO DRAIN AT 1/4" PER

FOOT MINIMUM.

G. EVERY EFFORT HAS BEEN MADE TO

INDICATE EVERY ROOF PENETRATION IN

ITS APPROXIMATE LOCATION. HOWEVER,

IT IS THE RESPONSIBILITY OF

CONTRACTOR TO CONFIRM AND FIELD

VERIFY ALL QUANTITIES, SIZES,

LOCATIONS AND CONFIGURATIONS OF

OPENINGS PRIOR TO BIDDING, WHETHER

INDICATED ON THIS DRAWING OR NOT.

SCALE: 1" = 10'-0"1

ROOF PLAN

0' 5' 10' 20'

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IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

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A M A4.1

ROOF PLAN

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

ROOF PLAN GENERAL NOTES

5 5

5 5

5 3

KEYNOTES

1. PAINTED STEEL PIPE FALL PROTECTION

GUARDRAIL SYSTEM, ANCHORED TO ROOF

DECK. SEE DETAIL 1/A4.6 & 2/A4.6

2. EXISTING ROOF DRAIN (RD) AND/OR

OVERFLOW ROOF DRAIN (ORD) ASSEMBLY.

REPLACE DAMAGED OR MISSING CAST IRON

DOME STRAINERS AND/OR 2” OVERFLOW RINGS.

SEE DETAIL 1/A4.5

3. ROUND PIPE, CONDUIT OR FLUE ROOF

PENETRATION. SIZES VARY. SEE DETAILS

4/A4.3, 3/A4.4, 4/A4.4, 3/A4.5, 5/A4.5

4. CURBED EQUIPMENT/PENETRATION. SIZES

VARY. SEE DETAILS 2/A4.3, 3/A4.3, 2/A4.5,

4/A4.5

5. EXISTING PITCH POCKET PENETRATION.

REPLACE AS NOTED. SEE DETAIL 4/A4.4

6. NEW METAL COPING SYSTEM.

7. EXISTING LIGHTNING PROTECTION

SYSTEM, INCLUDING ALL AIR TERMINALS

AND CONNECTIONS TO PIPING, EQUIPMENT,

SUPPORTS, ETC. TEMPORARILY

REMOVE/PROTECT IN PLACE AND REINSTALL

COMPLETE SYSTEM AND OBTAIN

RECERTIFICATION. UTILIZE APPROPRIATE

MANUFACTURER’S ATTACHMENTS. SEE DETAILS

5/A4.3 & 6/A4.3

9. REMOVE EXISTING ROOFING SYSTEM TO

STEEL DECK, INCLUDING ALL FLASHINGS.

INSTALL NEW 60 MIL PVC ROOFING SYSTEM AS

SPECIFIED, INCLUDING ALL REQUIRED

FLASHINGS AND MANUFACTURER’S

ACCESSORIES, PRODUCTS AND TERMINATIONS.

12. EXISTING SKYLIGHT. PROTECT IN PLACE.

18. PAINTED STEEL UP AND OVER LADDER.

MECHANICALLY FASTEN TO WALL.

HEIGHTS VARY. PROVIDE ROOFING MANUF.

WALKOFF MAT @ LADDER APPROACH ON

BOTH SIDES. SEE DETAIL 3/A4.6

19. NEW 3' - 0" WIDE RIP-RAP SWALE. SLOPE

TO DRAIN AWAY FROM BUILDING AND TO

EXISTING SWALE / RETENTION

20. NEW EXTENDED DOWNSPOUT REF.

ELEVATIONS SHEET A5.1. CONNECT TO

EXISTING, SLOPE TO DRAIN. & PAINT TO MATCH

EXISTING.

21. REMOVE AND REINSTALL HEAT TRACE

CABLING.

22. EXISTING SCUPPERS, SHEET METAL COPING,

FASCIA, TRIM, COLLECTOR BOXES,

DOWNSPOUTS, & GUTTER TO REMAIN.

23. REMOVE VERTICAL PORTION OF DOWNSPOUT.

24. ROOFING MANUFACTURER'S WALK PADS

26. NEW SAFETY RAILING SYSTEM AT

EXISTING ROOF HATCH. SEE

SPECIFICATIONS.

27. EXISTING UP AND OVER LADDER. PREP, PRIME

AND REPAINT LADDER. REMOVE PITCH POCKET

PENETRATIONS AND INSTALL ROOFING SYSTEM

SEALANT POCKETS. SEE DETAIL 4/A4.4

28. CONTINUOUS HORIZONTAL LIFELINE

SYSTEM. 1/A4.7, 2/A4.7 & 3/A4.7

29. LADDER APPROACH PROTECTION : GUARD

RAILS AND SELF-CLOSING AND LATCHING GATE.

4/A4.7 & 5/A4.7

30. LOOP TOP ANCHOR POINT.

AQ22TS00327

TYP.

25'-0"

22'-4"

21'-0"

19'-9"

19'-10"

18'-10"

25'-6"

19'-0"

19'-6"

RIDGE

ROOF

HATCH

RIDGE

RIDGE

RIDGE

RIDGE

3/8" per ft. roof slope (typ.)

(typ.) cricket slope 3/8" per foot

(typ.) cricket slope 3/8" per foot

(typ.) cricket slope 3/8" per foot

21' - 0"

20' - 7"

RIDGE

RD

SKYLIGHT

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

RD/ORD

+17' - 6"

TYP

+22' - 0"

TYP

+17' - 6"

TYP

+11' - 0"

TYP

+16' - 0"

TYP

+17' - 6"

TYP

+17' - 6"

TYP

A. ROOF SLOPES SHALL BE A MINIMUM OF

3/8" PER FOOT, U.N.O.

B. VALLEYS AT CRICKETS SHALL BE A

MINIMUM OF 1/4" PER FOOT.

C. COORDINATE THE ROOF PLAN WITH

PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS.

D. REFER TO PLUMBING DRAWINGS FOR

VENT STACK PENETRATIONS AND FLASH

PER DETAILS.

E. ROOF DRAINS AND SCUPPER LOCATIONS

ARE APPROXIMATE. G.C. TO

COORDINATE ALL AREAS.

F. PROVIDE ADDITIONAL CRICKETS AT ROOF

DRAINS AND ROOF MOUNTED

EQUIPMENT AS REQUIRED TO PROVIDE

POSITIVE SLOPE TO DRAIN AT 1/4" PER

FOOT MINIMUM.

G. EVERY EFFORT HAS BEEN MADE TO

INDICATE EVERY ROOF PENETRATION IN

ITS APPROXIMATE LOCATION. HOWEVER,

IT IS THE RESPONSIBILITY OF

CONTRACTOR TO CONFIRM AND FIELD

VERIFY ALL QUANTITIES, SIZES,

LOCATIONS AND CONFIGURATIONS OF

OPENINGS PRIOR TO BIDDING, WHETHER

INDICATED ON THIS DRAWING OR NOT.

ROOF ASSEMBLY : INSULATION ENTIRELY

ABOVE ROOF DECK

2021 INTERNATIONAL

ENERGY CONSERVATION CODE (IECC)

TAOS COUNTY : ZONE 5COUNTY & CLIMATE ZONE

R-30ci U-0.032

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ERED ARCHITECT

A

R I Z O N A , U . S

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D a t e S ig n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

U se rs \b w ill m on

\D oc um en ts \1

8.

A B

Q A re a

Ro of in g_

Ta os

_b w ill m on .rv t 8/

/2

8:

:5

A M A4.2

ROOF DRAINAGE PLAN

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

1" = 10'-0"1

ROOF DRAINAGE PLAN

0' 5' 10' 20'

AQ22TS003

ROOF DRAINAGE PLAN

GENERAL NOTES

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

EXISTING STEEL ROOF DECK

EXISTING VAPOR BARRIER

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW FASTENING PLATE AND FASTENER

12" O.C.

FASTEN AT TOP 12" O.C.

NEW 24 GA. PREFINISHED COUNTERFLASHING,

SCREW FASTEN W/NEOPRENE WASHERS 12" O.C.

DAMAGED OR DETERIORATED

EXISTING FRESH AIR INTAKE, LIFT,

EXISTING CURB, REPLACE IF

AND NEOPRENE WASHERS

RESET AND RESECURE W/SCREWS

NEW SHEET FLASHING MEMBRANE,

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW HIGH TEMPERATURE SEALANT

EXISTING VENT CAP

NEW NON -REINFORCED MEMBRANE

STEEL DRAW BAND

HOOD, FASTEN W/STAINLESS

NEW 24 GA. PREFINISHED

NEW 24 GA. GALV. BASE,

1/2" (13 mm) MIN.

NAIL 3" O.C. STAGGERED

NEW STAINLESS STEEL CLAMPING RING

NEW WATER CUT-OFF MASTIC

1" MIN.

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW LAYER OF INSULATION

NEW UNDERLAYMENT

EXISTING WOOD NAILER(S) TO MATCH THICKNESS

OF INSULATION

EXISTING STEEL ROOF DECK

NEW COPING CAP

REMOVE AND REATTACH AFTER REROOFING,

RECERTIFY BY LICENSED LIGHTNING

PROTECTION ENGINEER

EXISTING AIR TERMINAL AND CONDUCTOR,

SET IN BED OF WATER CUT-OFF MASTIC

NEW SINGLE-PLY SEALANT

EXISTING AIR TERMINAL

AND BASE

NEW SPLICE TAPE

NEW SINGLE-PLY SEALANT

THROUGH INSULATION INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSYEM

NOTE : REINSTALL CONDUCTOR

FASTENERS IN SIMILAR FASHION

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW COVER BOARD, STAGGER JOINTS

NEW INSULATION

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW SHEET FLASHING MEMBRANE

AND RESECURE W/SCREWS AND

NEOPRENE WASHERS

EXISTING CURB, REPLACE IF

WASHERS

DAMAGED OR DETERIORATED

EXISTING EXHAUST FAN, LIFT RESET

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW INSULATION

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

RUBBER SUPPORT BASE. MAX

SPACING PER 2021 IPC OR 2020 NEC

DEPENDING ON SIZE AND TYPE OF PIPE

OR CONDUIT

14GA GALVANIZED STRUT

CHANNEL

PIPE CLAMP, SIZES VARY

EXISTING PIPE OR CONDUIT,

SIZES VARY

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R I Z O N A , U . S

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D a t e S ig n e d . . .

CE

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IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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TAE L

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S E R

U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

U se rs \b w ill m on

\D oc um en ts \1

8.

A B

Q A re a

Ro of in g_

Ta os

_b w ill m on .rv t 8/

/2

8:

:5

A M A4.3

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

N.T.S2

FRESH AIR INTAKE

N.T.S

HEATER FLUE

N.T.S

AIR TERMINAL ON PARAPET WALL

N.T.S

AIR TERMINAL ON ROOF

N.T.S3

EXHAUST FAN

AQ22TS003

N.T.S1

PIPE OR CONDUIT SUPPORT

THROUGH INSULATION INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

2" MIN.

EXISTING PIPE OR

CONDUIT PENETRATION

TO ALL INSIDE SURFACES AND PENETRATIONS

PRIOR TO FILLING WITH SEALANT

NEW PRIMER MUST BE APPLIED

NEW MOLDED PVC SEALANT POCKET

AND FILLER

1" MIN.

POCKET AROUND PENETRATION

AND OVERLAP THE TWO SECTIONS

PLACE MOLDED PVC SEALANT

NEW FILLER MATERIAL

THROUGH INSULATION INTO STEEL DECK

2" MIN.

EXISTING PIPE OR

CONDUIT PENETRATION

NEW MOLDED PVC SQUARE TUBING

WRAP OR SPLIT PIPE SEAL. UTILIZE CUT-OFF

MASTIC OR BONDING ADHESIVE PER MANUFACTUERER'S

INSTALLATION INSTRUCTIONS

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW INSULATION

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

NEW FILLER MATERIAL

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

BELOW EXISTING PAINT LINE

EXTEND NEW COPING CAP

EXISTING STUCCO FINISH,

REPAIR AND CLEAN PER SPECIFICATIONS

NEW STUCCO REPAIR SYSTEM OVER

EXISTING STUCCO. INCLUDES MESH,

BASE COAT, PRIMER, AND FINISH COAT.

SEE SPECIFICATIONS.

NEW 20 GA. COPING CLEAT, 5'-0"OC

NEW FASTENING PLATE AND

FASTENER 12" O.C.

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING WALL

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

EXISTING STUCCO FINISH.

REMOVE ALL LOOSE MATERIAL

PRIOR TO INSTALLATION OF ROOFING

DAMAGED OR DETERIORATED

EXISTING WOOD NAILER, REPLACE IF

NEW 24 GA. PREFINISHED COPING CAP

NEW SHEET FLASHING MEMBRANE.

EXTEND UP AND OVER NAILER

REMOVE EXISTING REGLET & COUNTERFLASHING

EXISTING STUCCO FINISH. REMOVE ALL

LOOSE STUCCO AT ROOF SIDE OF PARAPET

EXISTING SUBSTRATE

EXISTING AIR BARRIER

REMOVE DOMED STUCCO WALL CAP

TO AIR BARRIER

EXISTING WOOD NAILER

R

EG

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ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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TAE L

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N V I

S E R

U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

U se rs \b w ill m on

\D oc um en ts \1

8.

A B

Q A re a

Ro of in g_

Ta os

_b w ill m on .rv t 8/

/2

8:

:5

A M A4.4

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

N.T.S

PIPE / CONDUIT W/ SEALANT POCKET (SHIP'S LADDER SUPPORTS SIMILAR)

N.T.S

PIPE / CONDUIT W/ SPLIT PIPE SEAL

AQ22TS003

N.T.S

PARAPET WALL

N.T.S

STUCCO DEMO AND REPAIR

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

DAMAGED OR DETERIORATED

EXISTING CURB, REPLACE IF

PRIME AND PAINT TWO (2) COATS

REUSE EXISTING WELDED HOOD,

NEW FASTENING PLATE AND

NEW SHEET FLASHING MEMBRANE

8" (203 mm)

EXISTING VAPOR BARRIER

NEW TERMINATION BAR, FASTEN AS PER

MANUFACTURER'S REQUIREMENTS

NEW WATER CUT-OFF MASTIC

MIN.

FASTENER 12" O.C.

NEW FULLY ADHERED 60 MIL

PVC ROOFING SYSTEM

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

MEMBRANE

NEW 24 GA. GALVANIZED BASE,

NEW SHEET FLASHING

EXISTING SHEET METAL VENT

NAIL 3" O.C. STAGGERED

NEW STAINLESS CLAMPING RING

NEW WATER CUT-OFF MASTIC

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION

NEW INSULATION

NEW UNDERLAYMENT

EXISTING WOOD NAILER(S) TO MATCH THICKNESS

OF INSULATION

EXISTING STEEL ROOF DECK

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

FASTEN AT TOP 12" (31 cm)

NEW SHEET FLASHING MEMBRANE,

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW FASTENING PLATE AND

FASTENER 12" O.C.

NEW PLYWOOD, SCREW FASTEN

FROM INSIDE 8" O.C. TOP AND

BOTTOM, STAGGERED

NEW OR EXISTING ROOF HATCH

NEW UNDERLAYMENT

NEW LAYER OF INSULATION

OF INSULATION

NEW OR EXISTING WOOD NAILER(S) TO MATCH THICKNESS

EXISTING STEEL ROOF DECK

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW INSULATION

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW FULLY ADHERED 60 MIL

PVC ROOFING SYSTEM

NEW STAINLESS STEEL CLAMPING RING

NOTE: EXTEND EXISTING VENT AS REQUIRED TO

MAINTAIN A MINIMUM 8" HEIGHT ABOVE

8" MINIMUM

ROOF SURFACE.

PIPE FLASHING

NEW WATER CUT-OFF MASTIC

NEW PRE-MOLDED

EXISTING PIPE PENETRATION

OVERFLOW DRAIN AND

DOME STRAINER

PRIMARY ROOF DRAIN AND

DOME STRAINER

EXTEND ROOF MEMBRANE

CONTINUOUS INTO DRAIN

CLAMPING RINGS

ROOF DECK

EXISTING ROOF DRAIN AND

PIPING ASSEMBLIES

1"

MINIMUM 1" DEEP SUMP

DEPRESSION

1" HIGH OVERFLOW DAM RING

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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TAE L

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N V I

S E R

U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

U se rs \b w ill m on

\D oc um en ts \1

8.

A B

Q A re a

Ro of in g_

Ta os

_b w ill m on .rv t 8/

/2

8:

:5

A M A4.5

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

N.T.S2

STACK FLASHING

N.T.S

ROOF VENT

N.T.S

ROOF HATCH

N.T.S

PLUMBING VENT

N.T.S1

PRIMARY AND OVERFLOW ROOF DRAINS

AQ22TS003

2" I.D. PIPE SLEEVE FULLY WELDED TO 5/8" X 10" X 30"

STEEL BASEPLATE, (LONG AXIS PERPENDICULAR

TO GUARDRAIL). MECHANICALLY FASTEN 4 LOCATIONS

EACH END THROUGH STEEL ROOF DECK W/ 3/8" D SELF

DRILLING SCREW. LENGTH AS REQ'D

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

PERMANENTLY SHIM BASE PLATES

AS REQUIRED FOR PLUMB

GUARDRAIL POSTS

NEW UNDERLAYMENT

NEW INSULATION

EXISTING STEEL ROOF DECK

NEW STAINLESS STEEL CLAMPING

RING AND WATER CUTOFF MASTIC

NEW MOLDED PVC PIPE SEAL

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

BENT PLATE STEEL W/ 3/8" D. SELF-DRILLING

SCREWS INTO EXISTING STEEL STUDS.

FULLY SEAL PENETRATIONS.

ADJUST SPACING & FREQUENCY OF MOUNTING

BRACKETS AS REQUIRED FOR ACTUAL PARAPET

HEIGHT CONDITIONS.

R L

C

7"

MIN

7"

MIN

PLAN

STEEL RUNGS

2'

PYT

2 "2/1

3'

C

LR

KEE SELF CLOSING GATE, REF SPECS.

GUARDRAIL. REF SPEC.

BENT PLATE STEEL W/ 3/8" D. SELF-DRILLING

SCREWS INTO EXISTING STEEL STUDS.

FULLY SEAL PENETRATIONS.

M A

X

2 1/2"

/ 1

/ 1

/ 1

/ 1

/ 1

SECTION

STEEL BARSTOCK

@ HANDRAIL

STEEL ROD RUNGS

7"

MIN

7"

MIN

GALV. STEEL BAR GRATE

" M

IN

6" M

IN

6" M

IN

E .Q

E .Q

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

POSTS @ 6' - 0" O.C.

MAX SPACING

1 1/2" SCH. 40 STEEL PIPE

(1.900" O.D) FISH-MOUTHED &

FULLY WELDED, PREP, PRIME AND

PAINT PER SPECIFICATIONS.

FULLY WELD PIPE POST TO PIPE SLEEVE

AFTER FINAL GUARDRAIL HEIGHT IS SET

PIPE SLEEVE FULLY WELDED TO STEEL

BASEPLATE, MECHANICALLY FASTEN

THROUGH STEEL ROOF DECK

EXISTING STEEL ROOF DECK

NEW INSULATION

NEW UNDERLAYMENT

NEW PVC PIPE SEAL

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

ADDITIONAL NEW STUCCO REPAIR LAYER

AT TOP OF WALL. INCLUDES MESH, WATERPROOF

BASE COAT, AND TWO LAYERS OF ARCHITECTURAL

FINISH COAT.

SEE SPECIFICATIONS AND MANUFACTURER'S DETAIL

(STO 72.20.81 OR APPROVED EQUAL)

NEW STUCCO REPAIR SYSTEM OVER

EXISTING STUCCO. INCLUDES MESH,

BASE COAT, PRIMER AND FINISH COAT.

SEE SPECIFICATIONS.

NEW REGLET AND COUNTERFLASHING

NEW SHEET FLASHING MEMBRANE

EXISTING STUCCO FINISH,

REPAIR AND CLEAN

PER SPECIFICATIONS

EXISTING WALL

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

FASTENER 12" O.C.

NEW FASTENING PLATE AND

M

IN

A4.6

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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TAE L

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N V I

S E R

U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

U se rs \b w ill m on

\D oc um en ts \1

8.

A B

Q A re a

Ro of in g_

Ta os

_b w ill m on .rv t 8/

/2

8:

:5

A M A4.6

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

N.T.S

FALL PROTECTION GUARDRAIL BASEPLATE

AQ22TS003

N.T.S

UP & OVER LADDER

N.T.S

FALL PROTECTION GUARDRAIL ASSEMBLY

1" = 1'-0"4

STUCCO PARAPET WITHOUT METAL COPING (SITE WALLS SIMILAR)

TURNBUCKLE

SUPER ANCHOR LOOP-TOP RISER FULLY

WELDED TO 3/8" x 16" x 16" 52 HOLE

SUPER ANCHOR BASEPLATE.

NEW STAINLESS STEEL CLAMPING RING

& WATER CUTOFF MASTIC

NEW MOLDED PVC PIPE FLASHING.

52-HOLE SUPERANCHOR BASEPLATE.

ANCHOR TO ROOF DECK PER MFG

RECOMMENDATIONS

SHIM BASEPLATES

AS REQUIRED FOR PLUMB

INSTALLATION

HORIZONTAL LIFELINE CABLE

SUPER ANCHOR LOOP-TOP RISER FULLY

WELDED TO 3/8" x 16" x 16" 52 HOLE

SUPER ANCHOR BASEPLATE.

NEW STAINLESS STEEL CLAMPING RING

& WATER CUTOFF MASTIC

NEW MOLDED PVC PIPE FLASHING.

SHIM BASEPLATES

AS REQUIRED FOR PLUMB

INSTALLATION

52-HOLE SUPERANCHOR BASEPLATE.

ANCHOR TO ROOF DECK PER MFG

RECOMMENDATIONS

JAW-JAW TURNBUCKLE

SUPER ANCHOR (3 OR 4)-WAY RISER FULLY

WELDED TO 3/8" x 16" x 16" 52 HOLE

SUPER ANCHOR BASEPLATE.

NEW STAINLESS STEEL CLAMPING RING

& WATER CUTOFF MASTIC

NEW MOLDED PVC PIPE FLASHING.

52-HOLE SUPERANCHOR BASEPLATE.

ANCHOR TO ROOF DECK PER MFG

RECOMMENDATIONS

SHIM BASEPLATES

AS REQUIRED FOR PLUMB

INSTALLATION

1 1/2" SCH. 40 STEEL PIPE

(1.900" O.D.) FISH-MOUTHED &

FULLY WELDED, PREP, PRIME,

AND PAINT PER SPECIFICATIONS.

POSTS @ 6' - 0" O.C.

MAX SPACING

SELF CLOSING GATE. INSTALL

PER MFR. INSTRUCTIONS &

PROJECT SPECS.

NEW PVC PIPE SEAL

A4.6

10' - 0"

6" MIN.

M

IN

1 1/2" SCH. 40 STEEL PIPE

(1.900" O.D.) FISH-MOUTHED &

FULLY WELDED, PREP, PRIME,

AND PAINT PER SPECIFICATIONS.

A4.6

SELF CLOSING GATE. INSTALL

PER MFR. INSTRUCTIONS &

PROJECT SPECS.

NEW PVC PIPE SEAL

MIN. 3' - 0" CLR.

MIN. 4' - 0" CLR.

E.

Q

E.

Q

6"

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

U se rs \b w ill m on

\D oc um en ts \1

8.

A B

Q A re a

Ro of in g_

Ta os

_b w ill m on .rv t 8/

/2

8:

:5

A M A4.7

FALL PROTECTION

DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

AQ22TS003

N.T.S

END ANCHOR

N.T.S

FIELD ANCHOR

N.T.S

3 & 4-WAY ANCHOR

N.T.S

FALL PROTECTION "CHUTE" LONGITUDINAL SECTION

N.T.S

FALL PROTECTION "CHUTE" TRANSVERSE SECTION

f.f.

f.f.

f.f.

MAINTAIN SIZE AND LOCATION

OF EXISTING STUCCO CONTROL

JOINTS/REVEALS, TYP.

EXISTING 2 LAYERS STUCCO ON

CONCRETE COLUMNS. REPAIR AND

RECOAT ALL STUCCO SURFACES PER SPECIFICATIONS.

EXISTING PAINTED

METAL FASCIA

EXISTING WINDOWS

CLERESTORY WINDOWS

EXISTING PAINTED

METAL FASCIA

A4.4

A4.4

A4.6

" 22

3'

6'

6'

1'

2'

6'

A4.6

SIM

NEW EXTENDED DOWNSPOUT. CONNECT TO

EXISTING, SLOPE TO

DRAIN. & PAINT TO MATCH EXISTING. TERMINATE

w/ 45deg. SHOE, IN DIRECTION OF FLOW

EXISTING DOWNSPOUT

EXISTING 2 LAYER STUCCO ON

CONCRETE COLUMNS. REPAIR AND

RECOAT ALL STUCCO SURFACES PER

SPECIFICATIONS

EXISTING 2 LAYER STUCCO ON

CMU. REPAIR AND

RECOAT ALL STUCCO SURFACES PER

SPECIFICATIONS

MAINTAIN SIZE AND LOCATION

OF EXISTING STUCCO CONTROL

JOINTS/REVEALS, TYP.

EXISTING PAINTED

METAL FASCIA

EXISTING PAINTED

METAL FASCIA

EXISTING 3 LAYER STUCCO SYSTEM

REPAIR AND RECOAT ALL STUCCO

SURFACES PER SPECIFICATIONS

A4.4

A4.4

" 17

8'

3'

2'

6'

A4.6

A4.6

EXISTING WINDOWS

SIM

NEW EXTENDED DOWNSPOUT.

CONNECT TO EXISTING, SLOPE TO

DRAIN. & PAINT TO MATCH EXISTING.

REMOVE VERTICAL

PORTION OFDOWNSPOUT

MAINTAIN SIZE AND LOCATION

OF EXISTING STUCCO CONTROL

JOINTS/REVEALS, TYP.

EXISTING 2 LAYER STUCCO ON

CONCRETE COLUMNS. REPAIR AND

RECOAT ALL STUCCO SURFACES PER

SPECIFICATIONS

EXISTING STEEL ROOF LADDER

PREP, PRIME, AND PAINT

A4.4

A4.4

A4.6

8'

3'

8'

8'

3'

A4.6 SIM

EXISTING SCUPPERS, SHEET METAL COPING,

FASCIA, TRIM, COLLECTOR BOXES,

DOWNSPOUTS, & GUTTER TO REMAIN.

MAINTAIN SIZE AND LOCATION

OF EXISTING STUCCO CONTROL

JOINTS/REVEALS, TYP.

EXISTING 2 LAYER STUCCO ON

CMU. REPAIR AND

RECOAT ALL STUCCO SURFACES PER

SPECIFICATIONS

EXISTING PAINTED

METAL FASCIA

EXISTING CLERESTORY WINDOWS

EXISTING 3 LATER STUCCO SYSTEM.

REPAIR AND RECOAT ALL STUCCO SURFACES

PER SPECIFICATIONS

A4.4

A4.4

A4.6

A4.6

2'

6'

8'

3'

9'

3'

8'

EXISTING WINDOWS

A4.6

SIM

SIM

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

R

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SU

S

A

E

TAE L

H

N V I

S E R

U M A

H U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

SHEET OF

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

2 3 4

1 2 3 4

C

U se rs \b w ill m on

\D oc um en ts \1

8.

A B

Q A re a

Ro of in g_

Ta os

_b w ill m on .rv t 8/

/2

8:

:5

A M A5.1

ELEVATIONS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Taos-Picuris Pueblos Health Center

MEP

Zona Technical Engineering 6422 E. Speedway Blvd, Ste 130, Tucson AZ 85710 Phone: 520 200 2612

Structural Turner Structural Engineering 2806 N. Alvernon Way, Ste 400, Tucson AZ 85712 Phone: 520 323 3422

Cost Estimation Abacus Project Management, Inc.

3030 N. Central Avenue, Ste 802, Phoenix AZ 85012 Phone: 800 518 0876

1090 Goat Springs Road Taos NM 87571

09/0 3/20

AQ22TS003

SCALE: 1" = 10'-0"1

Northeast Building Elevation

SCALE: 1" = 10'-0"2

Northwest Building Elevation

SCALE: 1" = 10'-0"3

Southeast Building Elevation

SCALE: 1" = 10'-0"4

Southwest Building Elevation