ATTACHMENT 5 - Drawings VOL 1 - 3 of 5.pdf

+0

+0

+0

+0

1003+57

2000+00

2001+00

2002+00

2003+00

2003+73

NO P

ARKIN

G

NO PARKING

P P

P P

P P

P

S S

P P

P

P P P

S S

S

S

P P P P P P P P P

S S S S S S S S S S

P P

P P

P

P P P P P P P P P

S S

S S

S

S S S S S S S S

A3 0, A3

R K-

-2

P

P

MCR

RM 5281

P P

FIBER HUB

RM B105

S

S

CU0200

1"=60'-0"

30' 60' 120'

SCALE:

SECONDARY FIBER OPTICS CIVIL SITE PLAN

CIVIL - SECONDARY FIBER OPTICS

SITE PLAN

NORTH

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

AJG RDR

100% CONSTRUCTION DOCUMENTS 10.29.2021

FOR OFFICIAL USE ONLY (FOUO)

EXPIRES 8-1-23

El ev at io n

El ev at io n

Station

999+75 1000+00 1000+25 1000+50 1000+75 1001+00 1001+25 1001+50 1001+75 1002+00 1002+25 1002+50 1002+75 1003+00 1003+25 1003+50 1003+75

STA:1001+74.09 ALIGN_1000

RIM= 1138.53

IE IN(4"S) = 1135.53

IE OUT(4"S) = 1135.53

EXISTING 8" STORM PIPEEXISTING 10" SANITARY SEWER PIPE

P P

P P

P P

P P

S S

S S

S S

S S

S

PPPPPPPPPPPPPPPPP

P P

P P

P P

SSSSSSSSSSSSSSSS

S S

S S

S

S

A3 0, A3

R K-

-2

P

P

1000+00 1001+00 1002+00 1003+00

+5

CU0201

CIVIL - SECONDARY FIBER OPTICS

PLAN AND PROFILE

H: 1"=20'-0" V:1"=5'-0"SCALE:

1"=20'-0"

10' 20' 40'

SCALE:

STA. 1000+00 - 1003+57

SECONDARY FIBER OPTICS PLAN

EXISTING GROUND

NORTH

SECONDARY FIBER OPTICS PROFILE

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

AJG RDR

100% CONSTRUCTION DOCUMENTS 10.29.2021

FOR OFFICIAL USE ONLY (FOUO)

EXPIRES 8-1-23

STA. 1000+00 - 1003+57

PENETRATE INTO TUNNEL AND

WATERPROOF AS REQUIRED.

PROVIDE FALSEWORK AND SHORING

AS IS REQUIRED TO PERFORM

EXCAVATION IN A SAFE MANNER AND

PROTECT ALL EXISTING CONDITIONS.

WORK PERFORMED

BY OTHERS

WORK PERFORMED

BY OTHERS

NOTES:

1. THE CONTRACTOR IS TO PROVIDE LOCATES,

TEMPORARY SHORING, FALSEWORK, DEWATERING, AND

OTHER SERVICES, TOOLS, AND SUPPLIES AS IS

NECESSARY TO PERFORM THE CIVIL RELATED

PORTIONS OF THE WORK.

2. PROVIDE DEWATERING AS IS NEEDED FOR SURFACE

WATER RUN OFF INCLUDING RAIN AND SNOW MELT.

NO UNDERGROUND FLOW IS ANTICIPATED WITHIN

EXCAVATION ZONE OF THE WORK.

El ev at io n

Station

1999+75 2000+00 2000+25 2000+50 2000+75 2001+00 2001+25 2001+50 2001+75 2002+00 2002+25 2002+50 2002+75 2003+00 2003+25 2003+50 2003+75 2004+00

STA:2001+45.19 ALIGN_2000

RIM= 1138.90

IE IN(4"N) = 1135.57

IE OUT(4"N) = 1135.57

EXISTING 10" SANITARY SEWER PIPE EXISTING 8" STORM PIPE

P P

P P

P P

P P

S S

S S

S S

S S

S

PPPPPPPPPPPPPPPPP

P P

P P

P P

SSSSSSSSSSSSSSSS

S S

S S

S

S

A3 0, A3

R K-

-2

P

P

2000+00 2001+00 2002+00 2003+00

+7

CU0202

CIVIL - RESERVED FOR POWER PLAN

AND PROFILE

H: 1"=20'-0" V:1"=5'-0"SCALE:

1"=20'-0"

10' 20' 40'

SCALE:

STA. 2000+00 - 2003+73

RESERVED FOR POWER PLAN

EXISTING GROUND

NORTH

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

AJG RDR

100% CONSTRUCTION DOCUMENTS 10.29.2021

FOR OFFICIAL USE ONLY (FOUO)

EXPIRES 8-1-23

PENETRATE INTO TUNNEL AND

WATERPROOF AS REQUIRED.

PROVIDE FALSEWORK AND SHORING

AS IS REQUIRED TO PERFORM

EXCAVATION IN A SAFE MANNER AND

PROTECT ALL EXISTING CONDITIONS.

STA. 2000+00 - 2003+73

RESERVED FOR POWER PLAN

PROPOSED

RESERVED FOR POWER

NOTES:

1. THE CONTRACTOR IS TO PROVIDE LOCATES,

TEMPORARY SHORING, FALSEWORK, DEWATERING, AND

OTHER SERVICES, TOOLS, AND SUPPLIES AS IS

NECESSARY TO PERFORM THE CIVIL RELATED

PORTIONS OF THE WORK.

2. PROVIDE DEWATERING AS IS NEEDED FOR SURFACE

WATER RUN OFF INCLUDING RAIN AND SNOW MELT.

NO UNDERGROUND FLOW IS ANTICIPATED WITHIN

EXCAVATION ZONE OF THE WORK.

6"

1' -0

M

IN

DRAIN ROCK UNDISTURBED EARTH

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

AJG RDR

100% CONSTRUCTION DOCUMENTS 10.29.2021

FOR OFFICIAL USE ONLY (FOUO)

EXPIRES 8-1-23

CU0300

CIVIL - DETAILS

SCALE: NTS

TRENCH DETAILS

DETECTABLE LOCATOR WARNING TAPE

NFS MATERIAL COMPACTED TO 95%

3000 PSI CONCRETE DYED ORANGE

CONDUIT/CONDUCTORS, SEE X/EX.X

NEW SOD TO MATCH EXISTING LAWNS

(NEW 4" CONCRETE OR ASPHALT PAVEMENT

TO MATCH EXISTING CONDITION

SEE DETAILS)

6"

4" MINIMUM CONCRETE ABOVE CONDUIT

TRENCH WIDTH AS REQUIRED

MINIMUM OF 24"

6" MINIMUM

M

IN

IM

U

M C

O

VE

R

6" 4"

COMPACTED,

APPROVED

SUBGRADE

COMPACTED

ROCK

BASE

PCC CONCRETE

PAVEMENT SECTION AS

SPECIFIED

3300 PSI @ 28 DAYS

SCALE: NTS

CONCRETE PAVEMENT DETAILS

SCALE: NTS

VAULT FOUNDATION DETAILS

6" COMPACTED

ROCK BASE

COMPACTED TRENCH

BACKFILL MATERIAL

FINISHED GRADE

NOTES:

1. DRAIN ROCK - 12" SQUARE BY MINIMUM 12" DEPTH

CENTERED UNDER THE VAULT SUMP DISCHARGE.

VAULT

BY OTHERS

01-GRADE LEVEL

0"

-01-T.O. FOOTING

-4'-0"

-02-B.O. FOOTING

-5'-0"

2'-0"

1' -0

M

IN 8"

8"

5' -0

#4 L-BAR ON 12" OC

#4 @ 12" OC

#4 @ 12" OC

#4 @ 12" OC

WITH HOOKS

6" COMPACTED ROCK

BASE (TYPICAL)

4' -0

6"

FINISHED GRADE

#4 @ 12" OC 2'-0" LONG

WITH 1'-0" HOOK

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

AJG RDR

100% CONSTRUCTION DOCUMENTS 10.29.2021

FOR OFFICIAL USE ONLY (FOUO)

EXPIRES 8-1-23

CU0301

CIVIL - DETAILS

0.5% MINIMUM0.5% MINIMUM

SCALE: NTS

OUTDOOR MECHANICAL EQUIPMENT FOUNDATION DETAILS

2 NOTES:

1. PROVIDE FALSE WORK AND SHORING AS REQUIRED FOR

NEW AND EXISTING MATERIALS.

2. CRACK CONTROL JOINTS REQUIRED IF SURFACE IS

GREATER THAN 100 SQUARE FEET.

3. 5,000 POUNDS MAXIMUM ALLOWABLE EQUIPMENT

WEIGHT.

4. CONCRETE: 3300 PSI @ 28 DAYS.

5. MINIMUM CONCRETE COVER OF 2".

SCALE: NTS

OUTDOOR MECHANICAL EQUIPMENT FOUNDATION PLAN

MECHANICAL EQUIPMENT LENGTH + 1'-0"

M

EC

H

AN

IC

AL

E Q

U

IP

M

EN

T W

ID

TH

'-0

10/22/2021

EXP: 7/19/2023

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

FOR OFFICIAL USE ONLY (FOUO)

100% CONSTRUCTION DOCUMENTS 10.29.2021

H:

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400 COLUMBIA ST.

503-289-2661

Consulting Engineers Structural/Civil

SUITE 240

VANC. WA.

360-693-1621

SSOCIATES

98660-3117

STRUCTURAL NOTES

00-SN-002

STRUCTURAL STEEL

1. DETAIL, FABRICATE, ERECT, IDENTIFY AND PAINT STRUCTURAL STEEL ACCORDING TO AISC SPECIFICATIONS; EXCEPT CONTRACTOR SHALL USE THE

ARCHITECTURAL DRAWINGS IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS FOR DIMENSIONS AND STRUCTURAL STEEL NOT SHOWN ON THE

STRUCTURAL DOCUMENTS.

2. MATERIAL:

A. W AND WT SHAPES: ASTM A992; FY = 50 KSI

B. M, MT, S, ST, HP, C, MC AND L SHAPES: ASTM A36; FY = 36 KSI.

C. STEEL HOLLOW STRUCTURAL SECTIONS (HSS):

ASTM A500 (COLD ROLLED):

GRADE B:

FY = 46 KSI (SQUARE, RECTANGULAR)

D. STEEL PLATES:

ASTM A36; FY = 36 KSI

3. CONNECT ALL MEMBERS WITH HIGH-STRENGTH BOLTS.

A. BEARING TYPE CONNECTIONS, TYPE N:

a. PROVIDE ASTM A325, TYPE N BOLTS AT ALL LOCATIONS NOT NOTED ON DRAWINGS AS TYPE SC.

b. PROVIDE HARDENED WASHERS CONFORMING TO ASTM F436 UNDER ELEMENTS TO BE TIGHTENED. PROVIDE NUTS CONFORMING TO ASTM

A563.

c. TIGHTEN TYPE N BEARING BOLTS TO A SNUG TIGHT CONDITION.

B. SLIP CRITICAL CONNECTIONS (TYPE SC), FOR USE ONLY WHERE NOTED ON DRAWINGS:

a. PROVIDE ASTM A325 LOAD-INDICATING BOLT ASSEMBLIES. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

b. IN LIEU OF LOAD-INDICATING BOLTS, PROVIDE STANDARD TYPE ASTM A325 SC BOLTS (CLASS A) WITH LOAD-INDICATING WASHERS. WASHERS

TO CONFORM WITH ASTM F959.

c. FULLY TENSION TYPE SC BOLTS.

d. REMOVE ALL PAINT AT SLIP-CRITICAL BOLT CONTACT SURFACES, OR PROVIDE CLASS A CONTACT SURFACE.

C. INSTALL HIGH-STRENGTH BOLTS ACCORDING TO ASTM STANDARDS.

D. DO NOT WELD TO HIGH-STRENGTH BOLTS.

4. GALVANIZED BOLTS (WHERE SHOWN ON DRAWINGS): HOT-DIPPED GALVANIZED ACCORDING TO ASTM A153, CLASS C.

5. ANCHOR RODS:

A. ASTM F1554, GR. 36; FY = 36 KSI

B. PROVIDE WITH STANDARD WASHERS AND NUTS.

C. GALVANIZE RODS (WHERE NOTED ON DRAWINGS) ACCORDING TO ASTM A153, CLASS C. OVER-TAP NUTS TO CLASS 2A FIT BEFORE GALVANIZING, ACCORDING TO ASTM A563.

6. PROVIDE BEVELED WASHERS AT BOLT HEADS OR NUTS BEARING ON SLOPING SURFACES.

7. WELDING:

A. CONFORM WITH AWS SPECIFICATIONS.

B. WELDERS TO BE QUALIFIED UNDER AWS SPECIFICATIONS.

C. WELDS MATERIAL: 70 KSI FILLER METAL, UNLESS NOTED OTHERWISE.

D. WELDS TO METAL DECK, METAL STUDS OR OTHER COLD-FORMED METALS: CONFORM TO AWS D1.3.

E. WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME CUTTING OR HANDLING: CLEAN, DRY AND REMOVE OIL, GREASE, SALT

AND CORROSIVE PRODUCTS. APPLY ORGANIC COLD GALVANIZING COMPOUND WITH A MINIMUM OF 94% ZINC DUST IN THE DRY FILM. APPLY IN

MULTIPLE COATS TO ACHIEVE AN 8 MIL THICKNESS.

8. CONTRACTOR TO DESIGN AND PROVIDE ERECTION AIDS (BOLTS, CLIPS, SHIMS, SEATS, ETC.) REQUIRED TO FACILITATE CONSTRUCTION.

9. INSTALL AND INSPECT HEADED STUDS AND SHEAR CONNECTORS ACCORDING TO CHAPTER 7 OF AWS D1.1 "STRUCTURAL WELDING CODE-STEEL".

10. EMBEDDED STEEL ASSEMBLIES: HOT-DIP GALVANIZE ACCORDING TO ASTM A123, WHERE NOTED ON DRAWINGS.

METAL ROOF OR FLOOR DECKING

1. CONFORM WITH THE PROVISIONS OF THE AMERICAN IRON AND STEEL INSTITUTE'S "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL

STRUCTURAL MEMBERS".

2. METAL ROOF DECKING:

A. MATERIAL: VERCO TYPE PLB-36, 18 GA., 36" WIDE SHEETS, GALVANIZED DECK OR APPROVED EQUAL.

B. CONNECTIONS:

a. DECKING TO SUPPORTING MEMBERS:

3/4" DIAMETER FUSION WELDS AT 6" OC.

b. DECKING TO BEAMS OR WALLS (WHERE DECKING SPAN IS PARALLEL TO MEMBER):

3/4" DIAMETER FUSION WELDS AT 12" OC.

c. DECK TO DECK SIDE LAPS:

PUNCH-LOK AT 24" OC OR OTHER ICBO-APPROVED SHEAR TRANSFER MECHANISM WITH EQUAL OR GREATER STRENGTH CAPACITY

3. METAL FLOOR DECKING:

A. MATERIAL: VERCO TYPE PLN3, 18 GA., 32" WIDE SHEETS, GALVANIZED DECK OR APPROVED EQUAL.

B. CONNECTIONS:

a. DECKING TO SUPPORTING MEMBERS:

3/4" DIAMETER FUSION WELDS AT 12" OC.

b. DECKING TO BEAMS OR WALLS (WHERE DECKING SPAN IS PARALLEL TO MEMBER): 3/4" DIAMETER FUSION WELDS AT 12" OC.

c. DECK TO DECK SIDE LAPS:

BUTTON PUNCHING AT 24" OC. MAXIMUM.

4. PROVIDE DECKING CONTINUOUS OVER 3 OR MORE SPANS. WHERE 1 OR 2 SPAN CONDITIONS ARE REQUIRED, PROVIDE DECKING WITH SUFFICIENT

SECTION PROPERTIES TO EQUAL LOAD AND DEFLECTION CAPACITY OF A 3 SPAN CONDITION.

5. FURNISH ALL ACCESSORIES (OPENING REINFORCING ANGLES, CLOSURES, ETC.) TO PROVIDE A COMPLETE DIAPHRAGM.

6. QUALIFY ALL WELDERS UNDER AWS AND SPECIFICATIONS FOR COLD-FORMED METAL WELDING.

7. EXTEND DECKING A MINIMUM OF 2" ONTO SUPPORTS.

COLD-FORMED STEEL CONNECTIONS

1. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF 3 ANCHORS PER PIECE.

2. ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED. FILL ALL HOLES WITH SCREWS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE.

3. ALL SCREWS TO BE #10 SELF-DRILLING SHEET METAL (SDSM) SCREWS, UNLESS NOTED OTHERWISE.

COLD FORMED STEEL FRAMING

1. ALL FABRICATION, ERECTION AND IDENTIFICATION OF COLD FORMED STEEL FRAMING SHALL CONFORM WITH IBC SECTIONS 2209, 2210 AND 2211, AND A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".

2. MATERIAL:

A. ASTM A 653/653M, GRADE D (FY = 50 KSI) FOR 54 MIL AND THICKER STOCK.

B. ASTM A 653/653M, GRADE A (FY = 33 KSI) FOR 43 MIL AND THINNER STOCK.

3. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SHEET METAL (SDSM) SCREWS, UNLESS NOTED OTHERWISE.

A. SCREW SPACING AND EDGE DISTANCE SHALL BE NOT LESS THAN 3X THE NOMINAL SCREW DIAMETER.

B. PENETRATIONS OF SCREWS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN 3 EXPOSED THREADS.

C. WHERE FEASIBLE, INSTALL SCREWS FROM THINNER MATERIAL TO THICKER MATERIAL.

D. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S RECOMMENDATIONS.

4. STEEL STUDS OR JOISTS SHALL HAVE STIFFENED LIPS, UNLESS NOTED OTHERWISE, AND MANUFACTURED BY MEMBERS OF THE STEEL STUD

MANUFACTURER'S ASSOCIATION. SIZES AND GAUGE ARE AS NOTED ON DRAWINGS.

5. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND

OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.

6. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED.

7. ALL STUDS, JAMBS, HEADERS, AND SILLS SHALL BE FULL LENGTH MEMBERS BETWEEN SUPPORTS.

8. EACH FLANGE OF STUDS SHALL BE SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER TRACKS.

SPECIAL INSPECTION PROGRAM

INSPECTION TASK / TYPE OF WORK CONTINUOUS* PERIODIC* COMMENTS

SOILS

GRADING, EXCAVATION & FILL X REF. PROJECT

SPECIFICATION

CONCRETE

PLACEMENT OF REINFORCING STEEL X

PLACING OF REINFORCED CONCRETE X

TAKING OF TEST SPECIMENS X

STRUCTURAL WELDING

SINGLE PASS FILLET WELDS NOT EXCEEDING 5 16" X

FILLET WELDS EXCEEDING 5 16" X

GROOVE WELDS (FULL OR PARTIAL PENETRATION) X

FLOOR AND ROOF DECKING X

WELDED STAIR AND RAILING SYSTEMS X

HIGH STRENGTH (HS) BOLT INSTALLATION

TYPE N OR X HS BOLT X

COLD-FORMED STEEL FRAMING

VERIFY MEMBER SIZES, CONNECTIONS & DEFLECTION HEADS X

OTHER

POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY PER ICC/ICBO

EVALUATION REPORTS

* FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODICALLY DURING THE TASK LISTED, AS DEFINED IN THE

TABLE.

SPECIAL INSPECTION PROGRAM FOOTNOTES:

1. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO CHAPTER 17 OF THE

INTERNATIONAL BUILDING CODE WITH THE OREGON STRUCTURAL SPECIALTY CODE INTERNATIONAL BUILDING CODE WITH THE WASHINGTON STATE

AMENDMENTS.

2. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE

PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION.

3. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE ARCHITECT, ENGINEER, BUILDING

OFFICIAL, GENERAL CONTRACTOR AND SPECIAL INSPECTORS.

4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO:

A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE

IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING

OFFICIAL.

B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE COR IN A TIMELY MANNER.

C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN

CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS.

5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO:

A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE INSPECTION IS REQUIRED.

B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE

SPECIAL INSPECTOR AND APPROVED BY THE COR.

C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE.

D. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR.

6. DEFINITIONS:

A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES.

B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN

CONFORMANCE.

C. SPECIAL INSPECTION: THE INSPECTION OF CONSTRUCTION REQUIRING THE EXPERTISE OF AN APPROVED SPECIAL INSPECTOR TO ENSURE

COMPLIANCE WITH CODE AND THE APPROVED CONSTRUCTION DOCUMENTS.

SPECIAL TESTING REQUIREMENTS

1. STRUCTURAL FILL OR BACK-FILL: VERIFY COMPACTION WITH RANDOM FIELD DENSITY TESTS.

2. STRUCTURAL CONCRETE: SAMPLE AND TEST ACCORDING TO STRUCTURAL NOTES.

3. STRUCTURAL STEEL:

A. NON-DESTRUCTIVE METHOD TESTING: CONFORM WITH AWS D1.1.

BRICK AND MASONRY ANCHORED VENEER

1. ALL LEDGER ANGLES WHICH SUPPORT BRICK AND MASONRY SHALL BE HOT-DIPPED GALVANIZED, IN ACCORDANCE WITH ASTM A123.

2. PROVIDE APPROVED VENEER ANCHORS IN COMPLIANCE WITH IBC CHAPTER 14, AT NOT LESS THAN 1 PER EACH 2 SQUARE FEET OF WALL AREA

AND AT NOT OVER 24" ON CENTER HORIZONTAL SPACING. PROVIDE ADDITIONAL TIES AS REQUIRED, SPACED NOT OVER 3'-0" APART, WITHIN 12" OF THE EDGE AROUND ALL OPENINGS AND AT EACH THIRD COURSE AT JAMBS. INSTALL ANCHORS IN SECOND COURSE ABOVE AND BELOW LEDGER

ANGLES.

3. VENEER ANCHORS ARE TO BE HOT-DIPPED GALVANIZED, TWO-PIECE ADJUSTABLE TIE AND ANCHOR SYSTEMS. ANCHORS SHALL BE 12 GAUGE (97 MIL) BENT STEEL SHEET. TIES SHALL BE 3/16" DIAMETER STEEL WIRE EXTENDING TO WITHIN 3/4" OF THE OUTSIDE FACE OF VENEER. VENEER TIES SHALL ENGAGE OR ENCLOSE A 3/16” DIAMETER HORIZONTAL JOINT REINFORCEMENT WIRE IN THE VENEER. THE VENEER JOINT REINFORCEMENT SHALL BE CONTINUOUS, WITH BUTT SPLICES BETWEEN THE TIES PERMITTED. WIRE OR PLATE PINTLE SYSTEMS REQUIRE SPECIAL INSPECTION

PER THE STRUCTURAL NOTES.

4. VENEER TIE MANUFACTURER: HOHMANN AND BARNARD, INC.

A. METAL STUD BACKING: X-SEAL S.I.S. WITH SEISMICLIP OR HB-213 S.I.S. WITH SEISMICLIP. ATTACH TO METAL STUDS WITH 2 NO. 10

SELF-DRILLING SHEET METAL (SDSM) SCREWS. SCREWS SHALL HAVE SUFFICIENT LENGTH TO FULLY PENETRATE THE STUD FLANGE.

B. CONCRETE BACKING: 2-SEAL WITH SEISMICLIP OR 315-BT WITH SEISMICLIP. ATTACH 2-SEAL TO CONCRETE BACKING WITH

PROPRIETARY ANCHORS PER MANUFACTURER’S RECOMMENDATIONS. ATTACH 315-BT TO CONCRETE BACKING WITH 305-DOVETAIL

SLOT ANCHOR.

C. STRUCTURAL STEEL BACKING: 359-FH WELD-ON TIE WITH VEE BYNA-TIE AND SEISMICLIP. ATTACH TO STEEL WITH 1/8” X 1” FILLET WELDS

TOP AND BOTTOM.

5. ALL HOT-DIPPED GALVANIZING OF VENEER ANCHORS, AND ALL OTHER HARDWARE WHICH SUPPORTS VENEER, SHALL HAVE A MINIMUM COATING OF 1.5 OUNCES OF ZINC PER SQUARE FOOT OF SURFACE AREA, IN ACCORDANCE WITH ASTM A153, CLASS B2

1 2

A

B

C

9'-0"

'-5

1/ 4"

1'- 6 3

/4"

HSS 4x4x3/8

HSS 4x4x3/8

02-SD-100

(E) 5" MIN

CONC SOG

1 2

A

B

C

9'-0"

'-5

1/ 4"

1'- 6 3

/4"

3" CONCRETE OVER

1 1/2" 18 GA METAL

DECK

02-SD-100

W8x21

W8x21

C8 x1

8.7

C8 x1

8.7

C8 x1

8.7

C8 x1

8.7

C8 x1

8.7

02-SD-100

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

FOR OFFICIAL USE ONLY (FOUO)

100% CONSTRUCTION DOCUMENTS 10.29.2021

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400 COLUMBIA ST.

503-289-2661

Consulting Engineers Structural/Civil

SUITE 240

VANC. WA.

360-693-1621

SSOCIATES

98660-3117

BUILDING 2 PLANS

02-SF-100

4" =1'-0"

BASEMENT PLAN

02-SF-100

A

4" =1'-0"

LEVEL 2 PLAN

02-SF-100

B

PLAN NOTES:

1. SEE SHEET 00-SN-001 AND 00-SN-002 FOR STRUCTURAL NOTES

2 3

A

B

10'-10 3/4"

'-2

3/ 4"

(E) BLDG 11

6" CONC SOG W/ #4 @ 12"oc

CENTERED EA WAY OVER 6"

COMPACTED CRUSHED ROCK

11-SD-100

11-SD-100

11-SD-100

11-SD-100

SIM

11-SD-100

11-SD-100

11-SD-100

11-SD-1002 3

A

B

10'-10 3/4"

'-2

3/ 4"

1 1/2" 20 GA

METAL DECK

600S162-68 @ 16"oc

A/E:

GDM OF OREGON

1584 McNeil St., Suite 200 Dupont, WA 98327 360-915-5128

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08 - 6231

A

Program Contracting Activity

Central (PCAC)

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

REVISIONS: DATE:

LOCATION

04.20.202110% BASIS OF DESIGN STAMP

DRAWING TITLE

ISSUE DATE

100% CONSTRUCTION

DOCUMENTS

ELECTRONIC HEALTH RECORDS

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

585-21-700

35% SCHEMATIC DESIGN 06.01.2021

65% DESIGN DOCUMENTS 07.06.2021

10-29-2021OSCAR G. JOHNSON VA MEDICAL CENTER

325 E H ST.

IRON MOUNTAIN, MI 49801

95% DESIGN DOCUMENTS 08.09.2021

FOR OFFICIAL USE ONLY (FOUO)

100% CONSTRUCTION DOCUMENTS 10.29.2021

H:

\P ro jec t-F ile s\2

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400 COLUMBIA ST.

503-289-2661

Consulting Engineers Structural/Civil

SUITE 240

VANC. WA.

360-693-1621

SSOCIATES

98660-3117

BUILDING 11 PLANS

11-SF-100

4" =1'-0"

FOUNDATION PLAN

11-SF-100

A

4" =1'-0"

ROOF FRAMING PLAN

11-SF-100

B

PLAN NOTES:

1. SEE SHEET 00-SN-001 AND 00-SN-002 FOR STRUCTURAL NOTES

2. SHEATH ALL EXTERIOR WALL STUDS W/ 5/8" TYPE X GYPSUM BOARD

SHEATHING. SEE DETAILS 5&6 /11-SD-100 FOR FASTENING INFORMATION

3. SEE ARCH FOR EXTERIOR WALL ASSEMBLY