J03 Final CDs ZRRF.pdf

ZUNI COMPREHENSIVE COMMUNITY HEALTH CENTER

ROOFING & FALL PROTECTION

IHS Contract No.: HHSI102201800003I, TO 75H70123F30019 IHS Project No.: AQ22ZS002

SEPTEMBER 03, 2024

CONSTRUCTION DOCUMENTS

Route 301 North 21 B Avenue

Zuni, New Mexico 97327

A4.9

A4.8

A4.7

ROOF PLAN

ROOF DRAINAGE PLAN

A4.1

A4.2

No. Sheet Name

ROOF DETAILS

ROOF DETAILS

FALL PROTECTION DETAILS

Sheet NameNo.

INDEX TO DRAWINGS

CVR COVER

M&E GENERAL INFORMATION

A4.10A4.3 ROOF DETAILS

A4.5 ROOF DETAILS

ME0.2

ME0.1

ROOF DETAILSA4.4

M&E GENERAL INFORMATION

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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

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

M&E DEMO ROOF PLAN

A4.6 ROOF DETAILS

ME1.1

ENLARGED ROOF PLANS

S1.1

M3.1

M2.1 M&E ROOF PLAN

DETAILS & SCHEDULES

PARTIAL ROOF FRAMING PLAN

Sheet NameNo.

S2.1 STRUCTURAL DETAILS

AQ22ZS002

RD

RD

RD

OPEN

RD

RD

RD

RD

RD

RD RD

RD RD

RDRD

RD RD

RDRDRDRDRD

RD

RDRDRD

RD

RD

RDRD

RDRD

RD

OPEN

UP

COOLING

TOWER

OPENING

RD

RD

RD RD

RD

PENTHOUSE

#2

#1

PENTHOUSE

GG

G

G

G

A4.5

A4.7

A4.5

A4.5

A4.5

A4.7

A4.7

A4.3

A4.3

A4.3

A4.3

A4.7

A4.8

A4.8

A4.10

A4.10

15' - 0"

15' - 0"

A. ROOF SLOPES SHALL BE A MINIMUM OF 1/4"

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: 1/16" = 1'-0"1

ROOF PLAN

0' 8' 16' 32'

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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

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

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M A4.1

ROOF PLAN

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

ROOF PLAN GENERAL NOTES

KEYNOTES

2 2

2 2

2 2

2 2

3 3

3 3

3 3

3 3

5 5

14 14

1. PAINTED STEEL PIPE FALL PROTECTION GUARDRAIL

SYSTEM, ANCHORED TO ROOF DECK. SEE 1/A4.7,

2/A4.7

2. EXISTING ROOF DRAIN (RD) ASSEMBLY WITH 2FT

SQUARE SUMP DEPRESSION. REPLACE MISSING OR

DAMAGED CAST IRON DOME STRAINERS AND/OR

CLAMPING RINGS. SEE 1/A4.6

3. ROUND PIPE, CONDUIT OR FLUE ROOF

PENETRATION. SIZES VARY. SEE DETAILS

1/A4.4, 3/A4.5, 4/A4.5, 3/A4.6, 5/A4.7

4. CURBED EQUIPMENT/PENETRATION. SIZES

VARY. SEE DETAILS 2/A4.3, 4/A4.3, 6/A4.3,

2/A4.4, 3/A4.4

5. EXISTING SEALANT POCKET PENETRATION.

REMOVE AND REPLACE PER DETAIL 3/A4.5

6. REMOVE AND REPLACE METAL COPING SYSTEM.

7. EXISTING LIGHTNING PROTECTION SYSTEM.

TEMPORARILY REMOVE/PROTECT IN PLACE AND

REINSTALL COMPLETE SYSTEM, INCLUDING AIR

TERMINALS AND CONNECTIONS TO PIPING,

EQUIPMENT, SUPPORTS, ETC. AND OBTAIN

RECERTIFICATION. UTILIZE APPROPRIATE

MANUFACTURER’S ATTACHMENTS. SEE DETAILS

4/A4.4 & 5/A4.4

9. REMOVE EXISTING ROOFING SYSTEM (FULLY

ADHERED EPDM OVER MECHANICALLY ATTACHED

1" WOOD FIBER INSULATION OVER BUILT-UP AND

GRAVEL ROOFING OVER 0.75" PERLITE INSULATION

OVER TWO PLY VAPOR BARRIER) TO SLOPING

LIGHTWEIGHT INSULATING CONCRETE TOPPING,

INCLUDING ALL FLASHINGS. INSTALL NEW 60 MIL

PVC ROOFING SYSTEM AS SPECIFIED, INCLUDING

ALL REQUIRED FLASHINGS AND MANUFACTURER’S

ACCESSORIES, PRODUCTS AND TERMINATIONS.

10. WOOD/RUBBER SLEEPER MOUNTED ROOFTOP

EQUIPMENT. PROTECT EQUIPMENT IN PLACE.

REPLACE WITH SPECIFIED RUBBER SUPPORT.

11. SLED MOUNTED ROOFTOP EQUIPMENT. PROTECT IN

PLACE. PROVIDE SECONDARY LAYER OF ROOFING

MEMBRANE UNDER SLED.

12. EXISTING SKYLIGHT. PROTECT IN PLACE. SEE DETAIL

6/A4.3

13. ABANDONED EQUIPMENT/ROOF PENETRATION.

REMOVE COMPLETELY, INFILL DECK, ROOF

OVER WITH NEW SYSTEM.

14. NEW PAINTED STEEL ROOF ACCESS LADDER, ROOF

HATCH, SAFETY RAILING SYSTEM, AND OPENING.

LOCATION TO BE DETERMINED. SEE DETAIL 3/A4.8

AND SPECIFICATIONS.

15. SLEEPER MOUNTED ROOFTOP PIPING. PROTECT IN

PLACE. FURNISH AND INSTALL PIPE SUPPORT

BLOCKS, SIZE AND SPACING AS REQUIRED. SEE

DETAIL 1/A4.3.

16. EXISTING BUILDING EXPANSION JOINT. REROOF IN

KIND. SEE DETAIL 5/A4.3

17. STAND-MOUNTED ROOFTOP EQUIPMENT OR

DUCTWORK. PROTECT IN PLACE. PROVIDE

SECONDARY LAYER OF ROOFING MEMBRANE UNDER

EACH SURFACE MOUNTED STAND. SEE DETAILS

3/A4.7 & 4/A4.7

24. ROOFING MANUFACTURER'S WALK PAD

26. CONTINUOUS HORIZONTAL LIFELINE SYSTEM. SEE

DETAILS 1/A4.9, 2/A4.9 & 3/A4.9

27. LADDER APPROACH PROTECTION : GUARD

RAILS AND SELF-CLOSING AND LATCHING

GATE. SEE DETAILS 4/A4.9 & 5/A4.9

28. LOOP TOP ANCHOR POINT. REF SPEC.

29. ELECTRIC DAVIT CRANE, ROOF MOUNTED.

30. DEMOLISH EXISTING ROOF CRANE.

2 2

AQ22ZS002

#2

PENTHOUSE

OPENING

TOWER

COOLING

#1

PENTHOUSE

UP

OPEN

RD

RD RD

RD RD

RD

RD

RD RD

RD

RD

RD

RD

RD RD RD RD RD

RDRD

RD RD

RDRD

RDRDRD

RD

RD

RD

RD

RD

RD

RD

RD

OPEN

RD

RD

RD

+17' - 5"

TYP

+30' - 0"

TYP

+30' - 0"

TYP

+17' - 5"

TYP

A. ROOF SLOPES SHALL BE A MINIMUM OF 1/4"

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)

MCKINLEY COUNTY : ZONE 5COUNTY & CLIMATE ZONE

R-30ci U-0.032

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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

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M A4.2

ROOF DRAINAGE PLAN

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

SCALE: 1/16" = 1'-0"1

ROOF DRAINAGE PLAN 0' 8' 16' 32'

AQ22ZS002

ROOF DRAINAGE PLAN

GENERAL NOTES

EXISTING STEEL ROOF DECK

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW TERMINATION BAR, FASTEN AS PER

MANUFACTURER'S REQUIREMENTS

NEW WATER CUT-OFF MASTIC

EXISTING DUCT

NEW SHEET FLASHING MEMBRANE

NEW FASTENING PLATE AND

FASTENER 12" O.C.

EXISTING GALVINIZED

STEEL COVER

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING CONCRETE CURB

EXISTING STEEL ROOF DECK

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

EXISTING THRESHOLD

NEW 24 GA. PREFINISHED COUNTERFLASHING,

REMOVE EXISTING THRESHOLD, INSTALL NEW

REINSTALL THRESHOLD IN BED OF SEALANT

COUNTERFLASHING, SET IN BED OF SEALANT,

NEW SEALANT

NEW WATER CUT-OFF MASTIC

MANUFACTURER'S REQUIREMENTS

NEW TERMINATION BAR, FASTEN AS PER

CLEAN EXISTING REGLET, SET NEW 24 GA. PREFINISHED

NEW SHEET FLASHING MEMBRANE

RECEIVER IN REGLET 24 GA. PREFINISHED COUNTERFLASHING,

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

NEW FASTENING PLATE

AND FASTENER 12" O.C.

EXISTING STEEL ROOF DECK

STRUCTURAL CONCRETE DECK

EXISTING LIGHTWEIGHT

EXISTING VAPOR BARRIER

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

DAMAGED OR DETERIORATED

EXISTING CURB, REPLACE IF

NEW 24 GA. PREFINISHED COUNTERFLASHING,

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

EXISTING FRESH AIR INTAKE, LIFT,

AND NEOPRENE WASHERS

RESET AND RESECURE W/SCREWS

NEW SHEET FLASHING MEMBRANE,

FASTEN AT TOP 12" O.C.

NEW FASTENING PLATE AND FASTENER

12" O.C.

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW INSULATION

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

EXISTING TAPERED WOOD CANT,

REPLACE IF DAMAGED OR DETERIORATED

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW SPONGE TUBING AND FILLER

NEW FASTENING PLATE AND

FASTENER 12" O.C.

NEW EXPANSION JOINT COVER

EXISTING STEEL ROOF DECK

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING EXHAUST FAN, LIFT RESET

AND RESECURE W/SCREWS AND

NEOPRENE WASHERS

WASHERS

DAMAGED OR DETERIORATED

EXISTING CURB, REPLACE IF

NEW SHEET FLASHING MEMBRANE

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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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.

AB

Q

A re a R oo fin g_ Zu ni _b w ill m on

.rv t

8/

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8:

:0

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M A4.3

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

N.T.S

DUCT

N.T.S

DOOR @ PENTHOUSE

N.T.S

FRESH AIR INTAKE

N.T.S

EXPANSION JOINT

AQ22ZS002

N.T.S

EXHAUST FAN (SKYLIGHT SIMILAR)

N.T.S

PIPE AND CONDUIT SUPPORT

EXISTING LIGHTWEIGHT

EXISTING WOOD NAILER(S) TO MATCH THICKNESS

OF INSULATION

NEW UNDERLAYMENT

NEW LAYER OF INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

1/2"

MIN

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,

NEW WATER CUT-OFF MASTIC

1" (2.5 cm) MIN.

8" (203 mm) MIN.

NAIL 3" O.C. STAGGERED

NEW STAINLESS CLAMPING RING

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING STEEL ROOF DECK

EXISTING LIGHTWEIGHT

STRUCTURAL CONCRETE DECK

NEW UNDERLAYMENT

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW INSULATION

EXISTING CURB, REPLACE IF

DAMAGED OR DETERIORATED

NEW FASTENING PLATE AND FASTENER 12" O.C.

NEW SHEET FLASHING MEMBRANE

EXISTING GOOSENECK

EXISTING BIRD SCREEN, REPLACE

IF DAMAGED OR MISSING

FASTEN AT TOP 6" O.C.

EXISTING LIGHTWEIGHT

STRUCTURAL CONCRETE DECK

EXISTING STEEL ROOF DECK

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING PREFABRICATED CURB

NEW GASKET IF UNIT IS MOVED

NEW (2) LAYERS OF 3/4"

RIGID INSULATION

EXISTING WOOD BLOCKING , REPLACE

IF DAMAGED OR DETERIORATED

NEW 24 GA. PREFINISHED COUNTERFLASHING,

FASTEN 12" O.C.

NEW SHEET FLASHING MEMBRANE

NEW FASTENING PLATE AND FASTENER 12" O.C.

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

NEW UNDERLAYMENT

NEW INSULATION

THROUGH INSULATION

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW COVER BOARD, STAGGER JOINTS

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSYEM

NOTE : REINSTALL CONDUCTOR

FASTENERS IN SIMILAR FASHION

EXISTING AIR TERMINAL

AND BASE

NEW SPLICE TAPE

NEW SINGLE-PLY SEALANT

NEW SINGLE-PLY SEALANT

SET IN BED OF WATER CUT-OFF MASTIC

NEW COPING CAP

EXISTING AIR TERMINAL AND CONDUCTOR,

PROTECTION ENGINEER

RECERTIFY BY LICENSED LIGHTNING

REMOVE AND REATTACH AFTER REROOFING,

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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N I D

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I

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A N

HE TL H

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A R

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T O F

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SU

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A

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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.

AB

Q

A re a R oo fin g_ Zu ni _b w ill m on

.rv t

8/

/2

8:

:0

A

M A4.4

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

N.T.S

HEATER FLUE

N.T.S

GOOSENECK DUCT

N.T.S

MECHANICAL UNIT

N.T.S

AIR TERMINAL ON ROOF (ON EQUIPMENT SIMILAR)

N.T.S

AIR TERMINAL ON PARAPET WALL

NEW SHEET FLASHING MEMBRANE.

EXTEND UP AND OVER NAILER

EXISTING WALL

EXISTING STEEL ROOF DECK

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

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

NEW FASTENING PLATE AND

BELOW EXISTING PAINT LINE

EXTEND NEW COPING CAP

DAMAGED OR DETERIORATED

EXISTING WOOD NAILER, REPLACE IF

NEW 24 GA. PREFINISHED COPING CAP

FASTENER 12" O.C.

EXISTING CONCRETE CURB

EXISTING STEEL ROOF DECK

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING WALL

CLEAN EXISTING REGLET, SET NEW 24 GA. PREFINISHED

NEW TERMINATION BAR, FASTEN AS PER

MANUFACTURER'S REQUIREMENTS

NEW WATER CUT-OFF MASTIC

NEW SEALANT

NEW FASTENING PLATE AND

NEW SHEET FLASHING MEMBRANE

FASTENER 12" O.C.

RECEIVER IN REGLET, NEW 24 GA. PREFINISHED COUNTERFLASHING,

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

EXISTING STEEL ROOF DECK

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

NEW UNDERLAYMENT

NEW INSULATION

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW COVER BOARD, STAGGER JOINTS

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE TOPPING,

INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

1" MIN.

NEW MOLDED PVC SEALANT POCKET

AND FILLER

NEW PRIMER MUST BE APPLIED

PLACE MOLDED PVC SEALANT

AND OVERLAP THE TWO SECTIONS

POCKET AROUND PENETRATION

PRIOR TO FILLING WITH SEALANT

TO ALL INSIDE SURFACES AND PENETRATIONS

NEW FILLER MATERIAL

EXISTING PIPE OR

CONDUIT PENETRATION

2" MIN.

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING PIPE PENETRATION

NEW PRE-MOLDED

NEW WATER CUT-OFF MASTIC

PIPE FLASHING

ROOF SURFACE.

8" MINIMUM

MAINTAIN A MINIMUM 8" HEIGHT ABOVE

NOTE: EXTEND EXISTING VENT AS REQUIRED TO

NEW STAINLESS STEEL CLAMPING 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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A R

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T O F

T

C

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SU

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A

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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.

AB

Q

A re a R oo fin g_ Zu ni _b w ill m on

.rv t

8/

/2

8:

:0

A

M A4.5

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

N.T.S

PARAPET WALL

N.T.S

PENTHOUSE WALL

N.T.S

PIPE / CONDUIT PENETRATION WITH SEALANT POCKET

N.T.S

PLUMBING VENT

EXISTING LIGHTWEIGHT

NEW OR EXISTING WOOD NAILER(S) TO MATCH THICKNESS

OF INSULATION

NEW UNDERLAYMENT

NEW LAYER OF INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW OR EXISTING ROOF HATCH

NEW PLYWOOD, SCREW FASTEN

FROM INSIDE 8" O.C. TOP AND

BOTTOM, STAGGERED

FASTEN AT TOP 12" (31 cm)

NEW SHEET FLASHING MEMBRANE,

NEW FASTENING PLATE AND

FASTENER 12" O.C.

EXISTING STEEL ROOF DECK

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

EXISTING WOOD NAILER(S) TO MATCH THICKNESS

OF INSULATION

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW WATER CUT-OFF MASTIC

MEMBRANE

NEW 24 GA. GALVANIZED BASE,

NEW SHEET FLASHING

EXISTING SHEET METAL VENT

NAIL 3" O.C. STAGGERED

NEW STAINLESS STEEL CLAMPING RING

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

NEW FULLY ADHERED 60 MIL

PVC ROOFING SYSTEM

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.

DAMAGED OR DETERIORATED

EXISTING CURB, REPLACE IF

PRIMARY ROOF DRAIN AND

DOME STRAINER

EXTEND ROOF MEMBRANE

CONTINUOUSLY INTO CLAMPING RING

ROOF DECK

EXISTING ROOF DRAIN

AND PIPING ASSEMBLY

1" DEEP MINIMUM SUMP DEPRESSION

AROUND PRIMARY DRAINS

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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N I D

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A R

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T O F

T

C

D

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.

AB

Q

A re a R oo fin g_ Zu ni _b w ill m on

.rv t

8/

/2

8:

:0

A

M A4.6

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

N.T.S

ROOF HATCH

N.T.S

ROOF VENT

N.T.S

STACK FLASHING

N.T.S

PRIMARY ROOF DRAIN

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

PERMANENTLY SHIM BASE PLATES

AS REQUIRED FOR PLUMB

GUARDRAIL POSTS

NEW INSULATION

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

NEW STAINLESS STEEL CLAMPING

RING AND WATER CUTOFF MASTIC

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW MOLDED PVC PIPE SEAL

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING STEEL ROOF DECK

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW PRIMER MUST BE APPLIED

TO ALL SURFACES PRIOR TO

FILLING WITH SEALANT

EXISTING STEEL ANGLE SUPPORT

NEW MOLDED PVC SEALANT

POCKET AND FILLER

EXISTING STEEL ROOF DECK

INSULATING CONCRETE DECK

EXISTING LIGHTWEIGHT

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW MOLDED PVC SQUARE TUBING

WRAP OR SPLIT PIPE SEAL. UTILIZE CUT-OFF

MASTIC OR BONDING ADHESIVE PER MANUFACTUERER'S

INSTALLATION INSTRUCTIONS

EXISTING TUBE STEEL OR STEEL PIPE SUPPORT

NEW STAINLESS STEEL CLAMPING RING

EXISTING STEEL ROOF DECK

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

NEW UNDERLAYMENT

NEW INSULATION

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE TOPPING,

INTO STEEL DECK

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

2" MIN.

EXISTING PIPE OR

CONDUIT PENETRATION

NEW FILLER MATERIAL

NEW MOLDED PVC SQUARE TUBING

WRAP OR SPLIT PIPE SEAL. UTILIZE CUT-OFF

MASTIC OR BONDING ADHESIVE PER MANUFACTUERER'S

INSTALLATION INSTRUCTIONS

E .Q

E .Q

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. SEE

NEW PVC PIPE SEAL

NEW FULLY ADHERED 60 MIL

PVC ROOFING SYSTEM

EXISTING STEEL ROOF DECK

THROUGH INSULATION AND LIGHTWEIGHT CONCRETE

TOPPING, INTO STEEL DECK

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW COVER BOARD, STAGGER JOINTS

NEW INSULATION

NEW UNDERLAYMENT

EXISTING LIGHTWEIGHT

INSULATING CONCRETE DECK

PIPE SLEEVE FULLY WELDED TO STEEL

BASEPLATE, MECHANICALLY FASTEN

THROUGH STEEL ROOF DECK

FULLY WELD PIPE POST TO PIPE SLEEVE

AFTER FINAL GUARDRAIL HEIGHT IS SET

M

IN

A4.7

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

VI

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N I D

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C

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SU

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A

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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.

AB

Q

A re a R oo fin g_ Zu ni _b w ill m on

.rv t

8/

/2

8:

:0

A

M A4.7

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

N.T.S2

FALL PROTECTION GUARDRAIL BASE PLATE

N.T.S

DUCT & EQUIPMENT SUPPORT w/ SEALANT POCKET N.T.S

DUCT & EQUIPMENT SUPPORT w/ SPLIT PIPE SEAL

AQ22ZS002

N.T.S

PIPE / CONDUIT PENETRATION WITH SPLIT PIPE SEAL

N.T.S1

FALL PROTECTION GUARDRAIL ASSEMBLY

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

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

RECEIVER IN REGLET 24 GA. PREFINISHED COUNTERFLASHING,

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

CLEAN EXISTING REGLET, SET NEW 24 GA. PREFINISHED

NEW SEALANT

EXISTING STONE FEATURE

NEW FASTENING PLATE

AND FASTENER 12" O.C.

NEW SHEET FLASHING MEMBRANE

ROOF LADDER SIDE

RAILS - 1/2" X4" STEEL BARSTOCK

LINE OF FINISH FLOOR

ROOF HATCH. FURNISH AND INSTALL

SAFETY POST AND SAFETY RAILING

PER SPECS.

LINE OF T.O.ROOF DECK

FI

EL

D V

ER

IF

Y

36" MIN

BENT STEEL BRACKET,

ANCHOR TO FLOOR

BENT STEEL BRACKET,

ANCHOR TO ROOF STRUCTURE

3/4" STEEL ROD LADDER RUNGS, 12"

O.C.

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

VI

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P

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N I D

C E

I

A

A N

HE TL H

S

E

E

H

N M

E

A R

P

T O F

T

C

D

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.

AB

Q

A re a R oo fin g_ Zu ni _b w ill m on

.rv t

8/

/2

8:

:0

A

M A4.8

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

AQ22ZS002

N.T.S

VERTICAL ROOF LADDER

N.T.S1

UP & OVER LADDER

N.T.S2

STONE PARAPET

HORIZONTAL LIFELINE CABLE 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.

SHIM BASEPLATE AS REQUIRED FOR PLUMB

INSTALLATION

52-HOLE SUPERANCHOR BASEPLATE.

ANCHOR TO ROOF DECK PER MFG

RECOMMENDATIONS.

HORIZONTAL LIFELINE CABLE

SUPER ANCHOR PASS-THROUGH 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 BASEPLATE 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

A4.7

10' - 0"

6"

M

IN

1 1/2" SCH. 40 STEEL PIPE

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

FULLY WELDED, PREP, PRIME,

AND PAINT PER SPECIFICATIONS.

SELF CLOSING GATE. INSTALL

PER MFR. INSTRUCTIONS &

PROJECT SPECS.

NEW PVC PIPE SEAL

A4.7

6"

MIN. 3' - 0" CLR.

MIN. 4' - 0" CLR.

E.

Q

E.

Q

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 BASEPLATE AS REQUIRED FOR PLUMB

INSTALLATION

R

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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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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.

AB

Q

A re a R oo fin g_ Zu ni _b w ill m on

.rv t

8/

/2

8:

:0

A

M A4.9

FALL PROTECTION

DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

AQ22ZS002

N.T.S

END ANCHOR

N.T.S

FIELD ANCHOR

N.T.S4

FALL PROTECTION CHUTE SECTION A

N.T.S5

FALL PROTECTION CHUTE SECTION B

N.T.S

3-WAY ANCHOR

OPEN

A4.9

TYP.

A4.9

TYP.

ROLLUP DOOR BELOW

SWING ZONE

9'

- 0

GUY WIRE ANCHOR

GUY WIRE ANCHOR

LANDING ZONE

4' - 0" 4' - 0"

G

REF. STRUCTURAL

20"

5"

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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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

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.rv t

8/

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:0

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M A4.10

ENLARGED ROOF PLANS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Zuni Comprehensive Community 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 0873

Route 301 North 21 B Avenue Zuni, NM 87327

09/0 3/20

AQ22ZS002

2 39

1/4" = 1'-0"1

ENLARGED PLAN - OPEN COURTYARD

1. PAINTED STEEL PIPE FALL PROTECTION

GUARDRAIL SYSTEM, ANCHORED TO ROOF

DECK. SEE 1/A4.7, 2/A4.7, 6/A4.7

2. EXISTING ROOF DRAIN (RD) ASSEMBLY WITH

2FT SQUARE SUMP DEPRESSION. REPLACE

MISSING OR DAMAGED CAST IRON DOME

STRAINERS AND/OR CLAMPING RINGS. SEE

1/A4.6

3. ROUND PIPE, CONDUIT OR FLUE ROOF

PENETRATION. SIZES VARY. SEE DETAILS

1/A4.4, 3/A4.5, 4/A4.5, 3/A4.6, 5/A4.7

4. CURBED EQUIPMENT/PENETRATION. SIZES

VARY. SEE DETAILS 2/A4.3, 4/A4.3,

6/A4.3, 2/A4.4, 3/A4.4

5. EXISTING SEALANT POCKET PENETRATION.

6. REMOVE AND REPLACE METAL COPING

SYSTEM.

7. EXISTING LIGHTNING PROTECTION

SYSTEM. TEMPORARILY REMOVE/PROTECT IN

PLACE AND REINSTALL COMPLETE SYSTEM,

INCLUDING AIR TERMINALS AND

CONNECTIONS TO PIPING, EQUIPMENT,

SUPPORTS, ETC. AND OBTAIN

RECERTIFICATION. UTILIZE APPROPRIATE

MANUFACTURER’S ATTACHMENTS. SEE

DETAILS 4/A4.4 & 5/A4.4

9. REMOVE EXISTING ROOFING SYSTEM TO

SLOPING LIGHTWEIGHT INSULATING

CONCRETE TOPPING, INCLUDING ALL

FLASHINGS. INSTALL NEW 60 MIL PVC

ROOFING SYSTEM AS SPECIFIED,

INCLUDING ALL REQUIRED FLASHINGS AND

MANUFACTURER’S ACCESSORIES,

PRODUCTS AND TERMINATIONS.

17. NEW STAND-MOUNTED ROOFTOP EQUIPMENT

OR DUCTWORK. PROTECT IN PLACE.

PROVIDE SECONDARY LAYER OF ROOFING

MEMBRANE UNDER EACH SURFACE

MOUNTED STAND. SEE DETAILS 3/A4.7 &

4/A4.7 AND MECHANICAL DRAWINGS.

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 1/A4.8

24. ROOFING MANUFACTURER'S WALK PAD

25. RELOCATE/REWORK EXISTING EXHAUST FAN

ASSEMBLY PER M/E DRAWINGS.

26. CONTINUOUS HORIZONTAL LIFELINE

SYSTEM. 1/A4.9, 2/A4.9 & 3/A4.9

27. LADDER APPROACH PROTECTION :

GUARD RAILS AND SELF-CLOSING AND

LATCHING GATE.

28. LOOP TOP ANCHOR POINT. REF SPEC.

29. ELECTRIC DAVIT CRANE, ROOF MOUNTED.

PROVIDE ALUMINUM SAFETY SIGN w/ VINYL

LETTERING AT CRANE POST & ON BUILDING

AT "GROUND LEVEL" HOIST AREA. ATTACH

PER MFR. RECOMMENDATIONS. SEE DETAILS

3 & 4 THIS SHEET

KEYNOTES

1/4" = 1'-0"2

ENLARGED PLAN - ELECTRIC DAVIT CRANE AREA

29 4

N.T.S3

SIGNAGE @ BUILDING HOIST AREA

N.T.S4

SIGNAGE @ CRANE POST

(E) 32" STEEL GIRDER

G

5 5

(E) 32" STEEL GIRDER (E) 32" STEEL GIRDER

F

(E) 32" STEEL GIRDER (E) 32" STEEL GIRDER (E) 32" STEEL GIRDER

(E) 32" STEEL GIRDER (E) 32" STEEL GIRDER (E) 32" STEEL GIRDER(E) 32" STEEL GIRDER(E) 32" STEEL GIRDER

(E) 32" STEEL TRUSSES @ 5'-0" O.C.

TYPICAL

W 8x24

C 8x11.5

S2.1

S2.1

S2.1

'-6

2'-0"

C 8x11.5

SIM

(E) 32" STEEL TRUSSES @ 5'-0" O.C.

TYPICAL

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

PARTIAL ROOF FRAMING PLAN 4' 8'0 16'

PLAN

NORTH

PARTIAL ROOF FRAMING

PLAN

S1.1

1. NEW JIB CRANE LOCATION (2,000 LBS MAXIMUM).

2. REINFORCE EXISTING TRUSS PER DETAILS 3/S2.1 AND 4/S2.1.

JDH

TBG

22045

1 2 3 4

A

B

C

B

C

1 2 3 4

REV

PROJECT NO: 1818.017

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

SHEET ______ OF ______

SHEET TITLE

CONSULTANTS

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ISSUE: 09.03.2024 - CONSTRUCTION DOCUMENTS

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

TURNER STRUCTURAL

ENGINEERING COMPANY

IHS PROJECT NO.

Zuni Comprehensive Community 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

Route 301 North 21 B Avenue Zuni, NM 87327

AQ22ZS002

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

Tucson, Arizona 85701

ARCHITECTS

AutoCAD SHX Text

KEYNOTES:

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INDIAN HEALTH SERVICE

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DIVISION OF FACILITIES ENGINEERING

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PHOENIX AREA

AutoCAD SHX Text #24073

AutoCAD SHX Text Tucson Az, 85712

AutoCAD SHX Text 2806 N. Alvernon Way Ste. 400

AutoCAD SHX Text

(520) 323-3422

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HART

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JAMES D.

AutoCAD SHX Text 27343

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3/4" = 1'-0" TYPICAL UNLESS NOTED OTHERWISE

3/16

EXISTING

STEEL

P 1/4" x 4" x 6"L

3/16

W 8x24 OR C 8x11.5

2'-6"±2'-6"±

(MATCH EXISTING

TRUSS PANEL)

(MATCH EXISTING

TRUSS PANEL)

C 8x11.5C 8x11.5

3/16 P 1/4" x 4" x 6"L

C 8x11.5

W 8x24

C 8x11.5

3/16

3/4" = 1'-0" 3/4" = 1'-0"

TRUSS

EXISTING WEB

MEMBER, SEE

TRUSS EL.

S2.13/16

WT 3x4.5

NO SCALE

F G

L 2 1/2 x 2 1/2 x 5/16L

L 2 1/2 x 2 1/2 x 1/4L

LOCATION OF

JIB CRANE

SUPPORT

INDICATES NEW

WT 3x4.25, TYP.

SEE DETAIL 3

S2.1

L 1 1/4 x 1 1/4 x 3/16L

L 1 1/2 x 1 1/2 x 3/16L

1-6

L 1 1/4 x 1 1/4 x 1/8L

1/4

P 1" x 24" x 24" WITH

(4) BOLTS COORD.

SIZE AND LOCATION

OF BOLTS W/ CRANE

MFR.

L

JIB CRANE PER MFR.

2,000 LBS CAPACITY

MAX.

1/4

6" Ø PIPE,

XS

P 1" x 12" x 12"L 3/16

L 1 1/4 x 1 1/4 x 1/8L

FOR COMPLETE DIMENSIONS SEE ARCHITECTURAL DRAWINGS

FIELD WELDING

FIXTURES, PIPING, AND CONDUIT INCLUDING SLEEVES, CONCRETE INSERTS,

ALL DIMENSIONS OF EXISTING CONSTRUCTION HAVE BEEN TAKEN FROM AS-BUILT

THREADED RODS AND HANGERS.

THIS PROJECT INVOLVES ADDITIONS AND ALTERATIONS TO EXISTING

CONFORM WITH EXISTING CONSTRUCTION IN ACCORDANCE WITH THE AS-BUILT

DRAWINGS. IF CONDITIONS ARE UNCOVERED WHICH DIFFER FROM WHAT IS

SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

AND STRUCTURAL ENGINEER FOR RECOMMENDATIONS PRIOR TO PROCEEDING

DRAWINGS AND SITE SURVEY INFORMATION. THE CONTRACTOR IS RESPONSIBLE

FOR VERIFYING ALL DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

CONSTRUCTION, EVERY EFFORT HAS BEEN MADE TO DETAIL THE DRAWINGS TO

WITH THE WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CUTTING OF ALL REQUIRED

OPENINGS THROUGH BUILDING FLOORS, WALLS, ROOFS, AND FOR THE

INSTALLATION OF WALL STRUCTURAL SUPPORT MEMBERS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL EQUIPMENT,

ANY EXISTING CONSTRUCTION OCCURS.

THAT MAY BE REQUIRED TO INSURE THAT NO SETTLEMENT OR MOVEMENT OF

MAINTENANCE OF ALL SHORING AND BRACING OF EXISTING CONSTRUCTION

THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, PLACEMENT, AND

THIS NOTE APPLIES TO ALL EXISTING BUILDING AREAS:

1.

2.

3.

4.

SPECIAL INSPECTION:

THE FOLLOWING PORTIONS OF THE WORK REQUIRE SPECIAL INSPECTION TO

BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL

BUILDING CODE.

5. ALL DETAILS SHOWN APPLY WHETHER SPECIFICALLY REFERENCED OR NOT.

I. GENERAL:

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL

BUILDING CODE, 2018 EDITION WITH LOCAL MODIFICATIONS.

B. ROOF DEAD LOAD: 46 PSF

A. ROOF LIVE LOAD: 20 PSF

C. WIND LOAD: BASIC WIND SPEED = 115 MPH

2. DESIGN LOADS:

RISK CATEGORY IV

EXPOSURE B

D. EARTHQUAKE DESIGN DATA:

S

SEISMIC DESIGN CATEGORY C

DS = 0.16 0.09=D1S

SITE CLASS: D

CONSTRUCTION. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ANY

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING

4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON

DISCREPANCIES OR INCONSISTENCIES.

DRAWINGS.

II. METALS:

C. ALL UNFINISHED BOLTS AND NUTS SHALL BE ASTM A325, HIGH

B.

COMMENTARY, AND THE APPLICABLE PROVISIONS OF THE AWS,

ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" INCLUDING

AND AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND

"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,

A. ALL STRUCTURAL STEEL CONSTRUCTION SHALL COMPLY WITH AISC

1. STRUCTURAL STEEL:

"STRUCTURAL WELDING CODE".

STRENGTH BOLTS GRADE A.

ALL STRUCTURAL WIDE FLANGE SHAPES SHALL BE ASTM A992. ALL

ROUND PIPE SHALL BE A500 GRADE B. ALL OTHER STRUCTURAL

SHAPES AND PLATES SHALL BE ASTM A36.

D. E70XX ELECTRODES SHALL BE USED FOR ALL WELDS.

STRUCTURAL

DETAILS

S2.1

22045

TBG

JDH

1 2 3 4

A

B

C

B

C

1 2 3 4

REV

PROJECT NO: 1818.017

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

SHEET ______ OF ______

SHEET TITLE

CONSULTANTS

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ISSUE: 09.03.2024 - CONSTRUCTION DOCUMENTS

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

TURNER STRUCTURAL

ENGINEERING COMPANY

IHS PROJECT NO.

Zuni Comprehensive Community 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

Route 301 North 21 B Avenue Zuni, NM 87327

AQ22ZS002

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

Tucson, Arizona 85701

ARCHITECTS

AutoCAD SHX Text

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NEW JIB CRANE SUPPORT AT EXISTING ROOF FRAMING

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NEW BEAM TO EXISTING STEEL TRUSS

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EXISTING TRUSS ELEVATION

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TYP. WEB MEMBER REINFORCING

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GENERAL NOTES:

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STANDARD STRUCTURAL NOTES

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INDIAN HEALTH SERVICE

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DIVISION OF FACILITIES ENGINEERING

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PHOENIX AREA

AutoCAD SHX Text #24073

AutoCAD SHX Text Tucson Az, 85712

AutoCAD SHX Text 2806 N. Alvernon Way Ste. 400

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(520) 323-3422

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S ROOM TEMPERATURE SENSOR

RETURN DUCT UP

EXHAUST DUCT UP

RETURN DUCT DOWN

EXHAUST DUCT DOWN

FLEX CONNECTION

OPPOSED BLADE MANUAL DAMPER

SUPPLY DUCT DOWN

SUPPLY DUCT UP

ACCESS PANEL

SYMBOL DESCRIPTION

MECHANICAL SYMBOL LEGEND

1. FIELD COORDINATE FINAL EQUIPMENT NUMBERING (EXHAUST FANS) WITH

BUILDING ENGINEER AND CONTROLS CONTRACTOR.

2. COORDINATE ROOF PATCHING WITH ARCHITECT AND GENERAL CONTRACTOR.

3. THIS PROJECT SHALL BE IN CODE COMPLIANCE WITH THE 2018 IBC, THE 2018 IECC,

THE 2018 IMC AND THE 2018 IFGC WITH ALL LOCAL CODE AMENDMENTS.

FIRE DAMPER / FIRE SMOKE DAMPER

MECHANICAL GENERAL NOTES

MECHANICAL EXISTING CONDITIONS NOTE

EVERY EFFORT HAS BEEN MADE TO PROVIDE ACCURATE INFORMATION REGARDING

EXISTING CONDITIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS ABOVE

THE CEILING PRIOR TO BIDDING THE PROJECT. ANY CONFLICTS DISCOVERED BY

MECHANICAL CONTRACTOR DURING THE PRE-BID PROCESS WHICH MAY EFFECT THE

SCOPE OR COST SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO

PROVIDING A BID. THE SUBMISSION OF A BID SHALL INDICATE MECHANICAL CONTRACTOR

COMPLETELY UNDERSTANDS THESE CONTRACT DOCUMENTS AND THE EXISTING

CONDITIONS.

MECHANICAL CONTRACTOR SHALL COORDINATE ALL PATCHING AND REPAIRING WORK

WITH THE GENERAL CONTRACTOR AND ARCHITECT.

PART I - GENERAL:

1.01 ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES, LAWS, RULES,

AND REGULATIONS OF ALL NATIONAL, COUNTY, STATE AND LOCAL AUTHORITIES

HAVING JURISDICTION OVER THE PREMISES. IN CASE OF DIFFERENCES, MOST

STRINGENT SHALL GOVERN.

1.02 HVAC DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW THE

APPROXIMATE…