J01 Drawings.pdf

COVERCVR

No.

A4.2

A4.1

A4.3

Sheet Name

ROOF DRAINAGE PLAN

ROOF PLAN

ROOF DETAILS

A4.5

A4.6

A4.7

A4.8

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

FALL PROTECTION DETAILS

Sheet NameNo.

INDEX TO DRAWINGS

1700 Cerillos Road

Santa Fe, New Mexico 87505

IHS Project No.: AQ22SF001 IHS Contract No.: HHSI102201800003I, TO 75H70123F30019

SEPTEMBER 03, 2024

CONSTRUCTION DOCUMENTS

SANTA FE INDIAN HEALTH CENTER

ROOFING & FALL PROTECTION

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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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CVR

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

Author

Santa Fe Indian Health

Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

S2.1

E0.1

E0.2

E1.1

STRUCTURAL DETAILS

ELECTRICAL GENERAL INFORMATION

ELECTRICAL SPECIFICATIONS

ELECTRICAL ROOF PLAN

Sheet NameNo.

A4.4 ROOF DETAILS A4.9 ENLARGED ROOF PLANS

S1.1 PARTIAL ROOF FRAMING PLAN

AQ22SF001

ORD

RD

ORD

RDORD RD

RD

RDORD

ORDRD

RDORD RDORDRD

RDORD

ORD

ORDRD RD

ORD

RDORD

RDRDRDORDORD RDRDRD RD

ORD

RD

O S

ORD

RDRD

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.

A4.5

A4.5

A4.5

A4.5

A4.5

A4.5 1

A4.7

A4.3

A4.3

A4.3

A4.3

A4.7

A4.9

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

ROOF PLAN GENERAL NOTES

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

ROOF PLAN 0' 8' 16' 32'

KEYNOTES

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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

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SHEET TITLE

2 3 4

1 2 3 4

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ROOF PLAN

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

2 2

2 2

22222222

2 2 2 2 2 2

2 2 2 2 2

2 2

2 2

3 3

3 3

3 3

3 3

3 3 3 3 3 3

13 13

13 13

7 6

PENTHOUSE ROOF

OPEN COURT

7 6

13 13

17 6

7 6

1. PAINTED STEEL PIPE FALL PROTECTION GUARDRAIL SYSTEM, ANCHORED TO ROOF DECK. SEE DETAILS 1/A4.7, 2/A4.7, & 4/A4.7

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 DETAILS 1/A4.6 & 2/A4.6

3. ROUND PIPE, CONDUIT OR FLUE ROOF PENETRATION. SIZES VARY. SEE DETAILS 1/A4.4, 2/A4.5, 3/A4.5 4/A4.6, 6/A4.6

4. CURBED EQUIPMENT/PENETRATION. SIZES VARY. SEE DETAILS 4/A4.3, 6/A4.3, 2/A4.4, 3/A4.4, 3/A4.6, 5/A4.6

5. EXISTING PITCH POCKET PENETRATION. REPLACE AS NOTED. SEE DETAILS 2/A4.5

6. REMOVE AND REPLACE METAL COPING SYSTEM.

7. EXISTING LIGHTNING PROTECTION SYSTEM. TEMPORARILY REMOVE/PROTECT IN PLACE AND REINSTALL COMPLETE SYSTvEM, 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

8. EXISTING ROOF SCUPPER. REFLASH AND RESEAL AS REQUIRED FOR WATERTIGHT INSTALLATION.

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.

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.

13. ABANDONED EQUIPMENT/ROOF PENETRATION. REMOVE COMPLETELY, INFILL DECK, ROOF OVER WITH NEW SYSTEM.

AQ22SF001

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.

17. STAND-MOUNTED ROOFTOP EQUIPMENT OR DUCTWORK. PROTECT IN PLACE. PROVIDE SECONDARY LAYER OF ROOFING MEMBRANE UNDER EACH STAND.

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/A4.7

19. PARAPET-MOUNTED CONDUIT. PROTECT IN PLACE. REATTACH WITH APPROPRIATE CLIPS/FASTENERS.

20. FURNISH AND INSTALL 24" POLYMER SPLASH BLOCK AT OVERFLOW ROOF DRAIN DISCHARGE NOZZLE. ADHERE TO ROOF MEMBRANE.

23. REMOVE EXISTING STAND-MOUNTED EQUIPMENT. STANDS TO REMAIN. REROOF AROUND COLUMNS. SEE DETAIL 4/A4.5

24. ROOFING MANUFACTURER'S WALK PADS

26. NEW SAFETY RAILING SYSTEM AND AT EXISTING ROOF HATCH.

27. CONTINUOUS HORIZONTAL LIFELINE SYSTEM. SEE DETAILS 1/A4.8, 2/A4.8 & 3/A4.8

28. LADDER APPROACH PROTECTION : GUARD RAILS AND SELF-CLOSING AND LATCHING GATE. SEE DETAILS 4/A4.8 & 5/A4.8

29. LOOP TOP ANCHOR POINT.

30. ELECTRIC DAVIT CRANE, ROOF MOUNTED.

RDRD

RIDGE RIDGE

VALLEY

VALLEYVALLEY

VALLEY

O S

RD

ORD

RDRD RD RDORD ORD RD RD RD

ORD RD

ORD

RDRD ORD

ORD

ORD RD

VALLEY

RD ORD RDORD RD

RD ORD

ORD RD

RD

RDORD RD

ORD

VALLEY

VALLEY

RD

ORD

+18' - 0"

+12' - 10"

+13' - 0"

+30' - 2"

+12' - 10"

+12' - 10"

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)

SANTA FE COUNTY : ZONE 5COUNTY & CLIMATE ZONE

R-30ci U-0.032

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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

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SHEET TITLE

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1 2 3 4

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M A4.2

ROOF DRAINAGE PLAN

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

1/16" = 1'-0"1

ROOF DRAINAGE PLAN

0' 8' 16' 32'

STRUCTURE AT THIS BAY IS

FLAT. ROOF SLOPES MUST

BE ACHIEVED WITH TAPERED

INSULATION

PENTHOUSE ROOF

OPEN COURT

AQ22SF001

ROOF DRAINAGE PLAN

GENERAL NOTES

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW FASTENING PLATE AND

FASTENER 12" O.C.

NEW SHEET FLASHING MEMBRANE

NEW WATER CUT-OFF MASTIC

EXISTING DUCT

EXISTING GALVINIZED STEEL COVER

NEW TERMINATION BAR, FASTEN AS PER

MANUFACTURER'S REQUIREMENTS

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW WATER CUT-OFF MASTIC

MANUFACTURER'S REQUIREMENTS

NEW TERMINATION BAR, FASTEN AS PER

CLEAN EXISTING REGLET, SET NEW 24 GA. PREFINISHED

EXISTING CONCRETE CURB

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW SEALANT

NEW FASTENING PLATE

AND FASTENER 12" O.C.

RECEIVER IN REGLET 24 GA. PREFINISHED COUNTERFLASHING,

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

NEW SHEET FLASHING MEMBRANE

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 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

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING EXHAUST FAN, LIFT RESET

DAMAGED OR DETERIORATED

WASHERS

EXISTING CURB, REPLACE IF

NEOPRENE WASHERS

AND RESECURE W/SCREWS AND

NEW SHEET FLASHING MEMBRANE

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW INSULATION

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

NEW EXPANSION JOINT COVER

NEW SPONGE TUBING AND FILLER

FASTENER 12" O.C.

NEW FASTENING PLATE AND

EXISTING CANT, REPLACE IF

DAMAGED OR DETERIORATED

EXISTING WIDE FLANGE JOISTS

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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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 A4.3

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

N.T.S

DUCT

N.T.S

DOOR @ PENTHOUSE

N.T.S

FRESH AIR INTAKE

AQ22SF001

N.T.S

EXHAUST FAN

N.T.S

EXPANSION JOINT

N.T.S

PIPE OR CONDUIT SUPPORTS

THROUGH INSULATION INTO STEEL DECK

EXISTING STEEL ROOF DECK

OF INSULATION

EXISTING WOOD NAILER(S) TO MATCH THICKNESS

NEW UNDERLAYMENT

NEW LAYER OF INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

1" MIN.

NEW WATER CUT-OFF MASTIC

NEW STAINLESS STEEL CLAMPING RING

NAIL 3" O.C. STAGGERED

1/2"

NEW 24 GA. GALV. BASE,

NEW 24 GA. PREFINISHED

HOOD, FASTEN W/STAINLESS

STEEL DRAW BAND

NEW NON -REINFORCED MEMBRANE

EXISTING VENT CAP

NEW HIGH TEMPERATURE SEALANT

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW INSULATION

EXISTING STEEL ROOF DECK

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

FASTEN AT TOP 6" O.C.

EXISTING GOOSENECK

NEW SHEET FLASHING MEMBRANE

NEW FASTENING PLATE AND FASTENER 12" O.C.

NEW UNDERLAYMENT

DAMAGED OR DETERIORATED

EXISTING CURB, REPLACE IF

EXISTING BIRD SCREEN, REPLACE

IF DAMAGED OR MISSING

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

EXISTING STEEL ROOF DECK

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW FASTENING PLATE AND FASTENER 12" O.C.

NEW SHEET FLASHING MEMBRANE

FASTEN 12" O.C.

NEW 24 GA. PREFINISHED COUNTERFLASHING,

IF DAMAGED OR DETERIORATED

EXISTING WOOD BLOCKING , REPLACE

RIGID INSULATION

NEW (2) LAYERS OF 3/4"

NEW GASKET IF UNIT IS MOVED

EXISTING PREFABRICATED CURB

NEW SINGLE-PLY SEALANT

NEW SPLICE TAPE

EXISTING AIR TERMINAL

AND BASE

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION

NOTE : REINSTALL CONDUCTOR

FASTENERS IN SIMILAR FASHION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSYEM

NEW SINGLE-PLY SEALANT

SET IN BED OF WATER CUT-OFF MASTIC

EXISTING AIR TERMINAL AND CONDUCTOR,

PROTECTION ENGINEER

RECERTIFY BY LICENSED LIGHTNING

REMOVE AND REATTACH AFTER REROOFING,

NEW COPING CAP

R

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R I Z O N A , U . S

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ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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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_ S an ta

_F e_ bw ill m on

.rv t

8/

/2

8:

:3

A

M A4.4

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

N.T.S

HEATER FLUE

N.T.S

GOOSENECK

N.T.S

MECHANICAL UNIT

N.T.S

AIR TERMINAL ON ROOF

N.T.S

AIR TERMINAL ON PARAPET WALL

THROUGH INSULATION INTO STEEL DECK

NEW SHEET FLASHING MEMBRANE.

EXTEND UP AND OVER NAILER

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

EXISTING WALL

FASTENER 12" O.C.

NEW 24 GA. PREFINISHED COPING CAP

EXISTING WOOD NAILER, REPLACE IF

DAMAGED OR DETERIORATED

NEW FASTENING PLATE AND

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

BELOW EXISTING PAINT LINE

EXTEND NEW COPING CAP

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

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

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 DECKNEW FILLER MATERIAL

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW INSULATION

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW COVER BOARD, STAGGER JOINTS

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 PIPE OR

CONDUIT PENETRATION

2" MIN.

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

NEW UNDERLAYMENT

EXISTING STEEL ROOF DECK

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

EXISTING TUBE STEEL OR STEEL PIPE SUPPORT

NEW MOLDED PVC SQUARE TUBING

WRAP OR SPLIT PIPE SEAL. UTILIZE CUT-OFF

MASTIC OR BONDING ADHESIVE PER MANUFACTUERER'S

INSTALLATION INSTRUCTIONS

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

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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_ S an ta

_F e_ bw ill m on

.rv t

8/

/2

8:

:3

A

M A4.5

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

N.T.S

PARAPET WALL

N.T.S

PIPE / CONDUIT W/ SEALANT POCKET

N.T.S

PIPE / CONDUIT W/ SPLIT PIPE SEAL

N.T.S

DUCT & EQUIPMENT SUPPORT w/ SPLIT PIPE SEAL

THROUGH INSULATION INTO STEEL DECK

EXISTING STEEL ROOF DECK

NEW OR EXISTING WOOD NAILER(S) TO MATCH THICKNESS

OF INSULATION

NEW LAYER OF INSULATION

NEW UNDERLAYMENT

NEW OR EXISTING ROOF HATCH

BOTTOM, STAGGERED

FROM INSIDE 8" O.C. TOP AND

NEW PLYWOOD, SCREW FASTEN

FASTENER 12" O.C.

NEW FASTENING PLATE AND

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW SHEET FLASHING MEMBRANE,

FASTEN AT TOP 12" (31 cm)

NEW COVER BOARD, STAGGER JOINTS

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

THROUGH INSULATION INTO STEEL DECK

EXISTING STEEL ROOF DECK

NEW UNDERLAYMENT

NEW FULLY ADHERED 60 MIL

PVC ROOFING SYSTEM

FASTENER 12" O.C.

MIN.

NEW WATER CUT-OFF MASTIC

MANUFACTURER'S REQUIREMENTS

NEW TERMINATION BAR, FASTEN AS PER

EXISTING VAPOR BARRIER

8" (203 mm)

NEW SHEET FLASHING MEMBRANE

NEW FASTENING PLATE AND

REUSE EXISTING WELDED HOOD,

PRIME AND PAINT TWO (2) COATS

EXISTING CURB, REPLACE IF

DAMAGED OR DETERIORATED

THROUGH INSULATION INTO STEEL DECK

EXISTING SHEET METAL VENT

EXISTING STEEL ROOF DECK

OF INSULATION

EXISTING WOOD NAILER(S) TO MATCH THICKNESS

NEW UNDERLAYMENT

NEW INSULATION

IN BOTH DIRECTIONS, MECHANICALLY FASTEN

NEW COVER BOARD, STAGGER JOINTS

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW WATER CUT-OFF MASTIC

NEW STAINLESS CLAMPING RING

NAIL 3" O.C. STAGGERED

NEW SHEET FLASHING

NEW 24 GA. GALVANIZED BASE,

MEMBRANE

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 ROOF DRAIN AND

DOME STRAINER

EXTEND ROOF MEMBRANE

CONTINUOUS INTO CLAMPING RING

ROOF

DECK

EXISTING ROOF DRAIN

AND PIPING ASSEMBLY

1" DEEP MINIMUM SUMP DEPRESSION

AROUND OVERFLOW DRAINS 1" HIGH OVERFLOW DAM RING

PRIMARY ROOF DRAIN AND

DOME STRAINER

EXTEND ROOF MEMBRANE

CONTINUOUS 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

R

VI

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A R

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T

C

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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.

AB

Q

A re a R oo fin g_ S an ta

_F e_ bw ill m on

.rv t

8/

/2

8:

:3

A

M A4.6

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

N.T.S

ROOF HATCH

N.T.S3

STACK FLASHING

N.T.S

ROOF VENT

N.T.S

PLUMBING VENT

AQ22SF001

N.T.S2

OVERFLOW ROOF DRAIN

N.T.S1

PRIMARY ROOF DRAIN

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.

SEE DETAIL 4/A4.6 FOR

RAIL EXPANSION DETAIL

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

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 UNDERLAYMENT

PERMANENTLY SHIM BASE PLATES

AS REQUIRED FOR PLUMB

GUARDRAIL POSTS

NEW INSULATION

NEW FULLY ADHERED 60 MIL PVC ROOFING SYSTEM

NEW MOLDED PVC PIPE SEAL

EXISTING STEEL ROOF DECK

NEW STAINLESS STEEL CLAMPING

RING AND WATER CUTOFF MASTIC

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

1' - 0"

5 1/2"5 1/2" 1"

1 1/2" SCH. 40

STEEL PIPE

WELD ONE SIDE

1" SCH. 40

STEEL PIPE

A4.7

M

IN

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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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_ S an ta

_F e_ bw ill m on

.rv t

8/

/2

8:

:3

A

M A4.7

ROOF DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

N.T.S

FALL PROTECTION GUARDRAIL ASSEMBLY

N.T.S

FALL PROTECTION GUARDRAIL BASEPLATE

AQ22SF001

N.T.S

UP & OVER LADDER

N.T.S

TOP & INTERMEDIATE HORIZONTAL RAIL EXPANSION DETAIL (50ft. O.C. MAX)

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

SHIM BASEPLATES AS REQUIRED FOR PLUMB

INSTALLATION

52-HOLE SUPERANCHOR BASEPLATE. ANCHOR

TO ROOF DECK PER MFG. RECOMMENDATIONS

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

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

M

IN

10' - 0"

6" MIN.

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

6"

MIN. 3' - 0" CLR.

MIN. 4' - 0"

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 BASEPLATES AS REQUIRED FOR PLUMB

INSTALLATION

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

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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_ S an ta

_F e_ bw ill m on

.rv t

8/

/2

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:3

A

M A4.8

FALL PROTECTION

DETAILS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

N.T.S

FIELD ANCHOR

N.T.S

END ANCHOR

N.T.S

FALL PROTECTION "CHUTE" SECTION A

N.T.S

FALL PROTECTION "CHUTE" SECTION B

SCALE: 1" = 1'-0"3

3-WAY ANCHOR

ROOFTOP BELOW

9'

- 0

16' - 0"

SWING ZONE

LANDING ZONE

4'

4'

5' - 0"

R

EF

S

TR

U

CE

5"

20"

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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T

C

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SU

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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_ S an ta

_F e_ bw ill m on

.rv t

8/

/2

8:

:4

A

M A4.9

ENLARGED ROOF PLANS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

BW

Santa Fe Indian Health

Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

09/0 3/20

1/4" = 1'-0"1

ENLAGRED PLAN - ELECTRIC DAVIT CRANE AREA

KEYNOTES

3. ROUND PIPE, CONDUIT OR FLUE ROOF

PENETRATION. SIZES VARY. SEE

DETAILS 1/A4.4, 2/A4.5, 3/A4.5 4/A4.6,

6/A4.6

4. CURBED EQUIPMENT/PENETRATION.

SIZES VARY. SEE DETAILS 4/A4.3,

6/A4.3, 2/A4.4, 3/A4.4, 3/A4.6, 5/A4.6

15. SLEEPER MOUNTED ROOFTOP PIPING.

PROTECT IN PLACE. FURNISH AND

INSTALL PIPE SUPPORT BLOCKS, SIZE

AND SPACING AS REQUIRED. SEE

DETAIL 1/A4.3

24. ROOFING MANUFACTURER'S WALK

PADS

27. CONTINUOUS HORIZONTAL LIFELINE

SYSTEM. 1/A4.8, 2/A4.8 & 3/A4.8

30. 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 2 & 3 THIS SHEET

AQ22SF001

N.T.S

SIGNAGE - CRANE POST

N.T.S

SIGNAGE - LOADING DOCK

ENLARGED PLAN

E

FGH

(E) W 14x22(E) W 14x22(E) W 14x22

(E ) W

8x

(E ) W

1x

(E ) W

8x

(E ) W

1x

(E ) W

8x

(E ) W

1x

(E ) W

8x

(E ) W

1x

(E) W 16x31

(E) W 16x31

(E ) W

4x

(E) W 14x22

B

(E) W 14x22

(E ) W

1x

(E ) W x1

'-0

" O .C

(E ) 2

H1

ST

EE

L

JO

IS

TS

'-0

" O .C

(E ) 2

H1

ST

EE

L

JO

IS

TS

'-0

" O .C

(E ) 1

H3

S

TE

EL

J

OI

ST

S

'-0 " O

.C

(E) W 21x55

(E) W 16x31

C 8x

.5

W 8x24

4'-0"

2'-0"

S2.1

S2.1

S2.1

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).

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.

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

AQ22SF001

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 #24045

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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AutoCAD SHX Text 09/

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HART

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JAMES D.

AutoCAD SHX Text 27343

AutoCAD SHX Text

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

C 8x11.5

3/16

EA. END

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

3/16

EXISTING

JOIST

P 1/4" x 5" x 5"L

3/16

C 8x11.5 L 1 1/2 x 1 1/2 x 1/4

EXISTING

JOIST

JIB CRANE SUPPORT,

SEE DETAIL 1

S2.1

EXISTING STEEL DECK

W 8x24

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

TYP.

L

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

TYP.

L L 2 x 2 x 1/4 BRACE

BELOW JIB CRANE

COLUMN

2'-0"

4'-0"

C 8x11.5

EXISTING STEEL

JOIST BEYOND

1/4

P 1" x 24" x 24" WITH

(4) BOLTS COORD.

SIZE AND LOCATION

OF BOLTS W/ CRANE

MFR.

L

EXISTING BEAM

EXISTING WALL

3/16

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

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

0'-6" LONG

W 8x24

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

3/16

3/16

TYP.

JIB CRANE PER MFR.

2,000 LBS CAPACITY

MAX.

1/4

6" Ø PIPE,

XS

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: 20 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 D

DS = 0.38 0.22=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.

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

AQ22SF001

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

AutoCAD SHX Text

NEW CHANNEL TO EXISTING STEEL JOIST

AutoCAD SHX Text X

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NEW JIB CRANE SUPPORT CONNECTION

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GENERAL NOTES:

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STANDARD STRUCTURAL NOTES

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INDIAN HEALTH SERVICE

AutoCAD SHX Text

DIVISION OF FACILITIES ENGINEERING

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PHOENIX AREA

AutoCAD SHX Text #24045

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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POWER SYMBOLS LEGEND

SYMBOLS DESCRIPTION MOUNTING

HEIGHT

DUPLEX RECEPTACLE

(20A/125V/2P/3W/G NEMA 5-15R)

18" AFF

HEAVY DUTY DISCONNECT, FRAME, FUSE AND POLES INDICATED ON

FLOOR PLAN.

AS

REQUIREDX/X/X

208Y/120V BRANCH PANEL BOARD. REFER TO PANEL SCHEDULE FOR

ADDITIONAL INFORMATION.

CIRCUIT HOMERUN TO PANEL BOARD VIA 2#12, 1#12 G, 3 4" C. AND

20A/1P CB UNO

MULTI-POLE DEVICE CIRCUIT NUMBERS -

THREE SINGLE POLE DEVICE CIRCUIT NUMBERS -

X/X/X

X,X,X

QUADRAPLEX RECEPTACLE

(20A/125V/2P/3W/G NEMA 5-15R)

18" AFF

42" AFF

42" AFF

18" AFF

18" AFF

ABOVE COUNTER DUPLEX RECEPTACLE

(20A/125V/2P/3W/G NEMA 5-15R)

ABOVE COUNTER QUADRAPLEX RECEPTACLE (20A/125V/2P/3W/G

NEMA 5-15R)

WP

DUPLEX RECEPTACLE GFCI

(20A/125V/2P/3W/G NEMA 5-15R)

DUPLEX RECEPTACLE W/ WEATHER PROOF ENCLOSURE AND GFI

(20A/125V/2P/3W/G NEMA 5-15R)

FLUSH W/

FLOOR

FLOOR MOUNTED DUPLEX RECEPTACLE OR COMBO DEVICE, REFER

TO FLOOR PLANS FOR ADDITIONAL INFO.

FLUSH W/

CEILING

CEILING MOUNTED DUPLEX RECEPTACLE (20A/125V/2P/3W/G NEMA

5-15R)

-POWER POLE, REFER TO FLOOR PLANS FOR ADDITIONAL INFORMATION.

-J JUNCTION BOX, SIZING AND MOUNTING AS REQUIRED BY

SPECIFICATIONS AND NEC.J

COMBINATION MOTOR STARTER/DISCONNECT AS

REQUIREDX/X/X

18" AFFSPECIAL NEMA CONFIGURATION RECEPTACLE. REFER TO FLOOR

PLANS FOR NEMA CONFIGURATION.

84" AFFDUPLEX RCPT FOR TELEVISION. REFER TO ARCHITECTURAL

ELEVATIONS FOR EXACT MOUNTING HEIGHT.TV

480Y/277V BRANCH PANEL BOARD. REFER TO PANEL SCHEDULE FOR

ADDITIONAL INFORMATION.

480V-208Y/120V TRANSFORMER -

42" AFFABOVE COUNTER DUPLEX RECEPTACLE GFCI

(20A/125V/2P/3W/G NEMA 5-15R)

18" AFFDUPLEX RECEPTACLE WITH TWO USB CONNECTIONS.

(20A/125V/2P/3W/G NEMA 5-15R)USB

18" AFFDUPLEX RECEPTACLE TAMPER PROOF.

(20A/125V/2P/3W/G NEMA 5-15R)TP

ABOVE COUNTER QUADRAPLEX RECEPTACLE GFCI

(20A/125V/2P/3W/G NEMA 5-15R)

42" AFF

18" AFFQUADRAPLEX RECEPTACLE GFCI

(20A/125V/2P/3W/G NEMA 5-15R)

FLOOR MOUNTED QUADRAPLEX RECEPTACLE OR COMBO DEVICE,

REFER TO FLOOR PLANS FOR ADDITIONAL INFO.

FLUSH W/

FLOOR

ARCHITECTARCH

ABOVE FINISHED CEILINGAFC

DESCRIPTION

ELECTRICAL ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

AUTOMATIC TRANSFER SWITCHATS

EMPTY CONDUITEC

ELECTRICELEC

ENERGY/BUILDING

BELOW FINISHED CEILINGBFC

CIRCUIT BREAKER

CEILINGCLG

CIRCUITCKT

CRITICALCR

ELECTRIC WATER COOLEREWC

FIRE ALARMFA

EXISTING

W/ WITH

WEATHER PROOFWP

TRANSFORMERXFMR

VARIABLE FREQUENCY DRIVEVFD

GFI, GFCI

LV LOW VOLTAGE

GROUND FAULT CIRCUIT

LIGHTS

MCB

LTS

MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

N.C. NORMALLY CLOSED

MH MAN HOLE

MLO MAIN LUGS ONLY

NEC NATIONAL ELECTRIC CODE

RECEPTACLERCPT

RELOCATED(R)

SPACE ONLYS.O.

SHUNT TRIPST

SURGE PROTECTION DEVICESPD

TAMPER PROOFTP

UNLESS NOTED OTHERWISE

TRANSIENT VOLTAGE

VOLTAGEV

DEMOLISHED(X)

WIRE

EMERGENCY

EXPLOSION PROOF

VAPOR PROOF

W

VP

ABBREVIATION

FUT FUTURE

ISOLATED GROUNDIG

HORSE POWERHP

FIRE ALARM CONTROL PANEL

FLOOR

FACP, FAP

FLR

LIGHTINGLTG

DESCRIPTIONABBREVIATION

CB, C/B OR

CKT BKR

EMS, BMS

E

EP

(E)

TVSS

UNO

G EQUIPMENT GROUND

SURGE SUPPRESSION

AUTOMATION SYSTEM

INTERRUPTER

A. DESIGNATION '(E)' REPRESENTS EXISTING ELECTRICAL DEVICE OR EQUIPMENT EXISTING

TO REMAIN AS CIRCUITED AND SWITCHED UNLESS NOTED OTHERWISE.

B. DESIGNATION '(X)' REPRESENTS EXISTING ELECTRICAL DEVICE OR EQUIPMENT TO BE

DEMOLISHED IN SCOPE OF THIS PROJECT. DEMOLISH DEVICE(S), CONDUIT(S) AND

CONDUCTOR(S) BACK TO POINT OF ORIGINATION. IF PANEL BOARD IS POINT OF

ORIGINATION, TURN OCPD OFF AND LABEL AS 'SPARE'.

C. DESIGNATION '(R)' REPRESENTS EXISTING ELECTRICAL DEVICE OR EQUIPMENT TO BE

RELOCATED IN SCOPE OF THIS PROJECT. RELOCATE AND EXTEND DEVICE(S), CONDUIT(S)

AND CONDUCTOR(S) AS NEED TO PROVIDE A CODE COMPLIANT FINAL INSTALLATION.

D. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL PATCHING AND REPAIRING WORK

WITH THE GENERAL CONTRACTOR.

E. CONTRACTOR SHALL REMOVE ALL CONDUIT AND WIRING ASSOCIATED WITH DEVICES AND

EQUIPMENT TO BE REMOVED AND/OR RELOCATED UNLESS NOTED OTHERWISE. PROVIDE

AND INSTALL NECESSARY DEVICES, EQUIPMENT AND ACCESSORIES REQUIRED TO

MAINTAIN SERVICE TO ALL "EXISTING TO REMAIN" DEVICES AND EQUIPMENT THAT MAY BE

INTERRUPTED DURING DEMOLITION.

F. PROVIDE FOR ANY AND ALL DEMOLITION WORK NECESSARY TO ACCOMMODATE ALL NEW

CONSTRUCTION, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL,

PLUMBING OR ELECTRICAL WORK.

G. CONTRACTOR TO VERIFY ALL ELECTRICAL CONNECTIONS TO OWNER PROVIDED

EQUIPMENT. IF EQUIPMENT SIZES AND CONNECTIONS ARE DIFFERENT. PROVIDE

MODIFIED CB, CONDUIT AND CONDUCTORS PER NEC REQUIREMENTS.

H. PROVIDE UPDATED TYPE WRITTEN DIRECTORY OF ALL CORRECT CIRCUITS WITH LOAD

DEFINITIONS FOR EACH PANEL BOARD. DIRECTORY SHALL BE LOCATED INSIDE PANEL

DOOR.

ELECTRICAL GENERAL NOTES

22627

6422 E. SPEEDWAY BLVD. Suite 130

TUCSON, ARIZONA, 85710

PROJECT No.

(520)-200-2612 ZonaMEP.com

MECHANICAL . PLUMBING . ELECTRICAL

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

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N M E

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

S E R

UM

A

H

ARCHITECTS

09.03.2024 - CONSTRUCTION DOCUMENTS

1818.017

Santa Fe Indian Health Center

MEP

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

Structural Turner Structural Engineering Co.

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

1700 Cerrillos Road Santa Fe, NM 87505

AQ22SF001

EE

AZ

E0.1

ELECTRICAL GENERAL

INFORMATION

evan Stamp

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 ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW THE APPROXIMATE LOCATION OF EQUIPMENT AND DEVICES. DIMENSIONS GIVEN IN FIGURES ON THE PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS, AND ALL DIMENSIONS, WHETHER GIVEN IN FIGURES OR SCALED, SHALL BE FIELD VERIFIED.

1.03 THE SCOPE OF THE WORK SHALL INCLUDE THE FURNISHING AND INSTALLATION OF THE NECESSARY MATERIAL AND

LABOR TO ACCOMPLISH THE WORK INDICATED BY THE DRAWINGS AND HEREIN SPECIFIED.

1.04 THE ELECTRICAL DRAWINGS ARE NOT INTENDED TO SHOW ALL EXISTING CONDITIONS, SYSTEMS, EQUIPMENT OR MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS ON SITE BEFORE SUBMITTING FINAL PRICING AND PROPOSALS. THE LACK OF SPECIFIC EXISTING INFORMATION ON THE DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR OF ANY RESPONSIBILITY. THIS CONTRACT SHALL INCLUDE ALL CONTINGENCIES THAT MAY BE REQUIRED FOR RELOCATION, ALTERATION AND DEMOLITION WORK NOT INDICATED ON DRAWINGS. THIS WILL INCLUDE BUT NOT LIMITED TO ALL RELOCATION, REWORK, AND REMOVAL OF EXISTING

ELECTRICAL SYSTEM, OUTLETS, CONDUIT, CONDUCTORS AND EQUIPMENT.

1.05 CONTRACTOR…