S02-RFP Attachment 13-Drawings-Dublin_Part4.pdf

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 60 61 62 63 64

17 18 19 20 21 25 26 27 28 29 30 31 32

CHANGE

MGMT

USER

IV

SUPPORT

MECHANICAL

HAC

STORAGE

IV

TESTING

IV

TESTING

TR

STAFF

BREAK

WAITING

ALCOVE

RESTROOM

ELECTRICAL

ROOM

CORRIDOR

CR11-9

RESTROOM

RESTROOM

RESTROOM

MECHANICAL

ELECTRICAL

CLOSET

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-2

LVT-2

LVT-2

LVT-2

ACT ACOUSTICAL CEILING TILE

CBT CERAMIC BASE TILE

CFT CERAMIC FLOOR TILE

CPT CARPET TILE

CWT CERAMIC WALL TILE

GYP GYPSUM BOARD

LVT LUXURY VINYL TILE

PT PAINT

EP EPOXY

EXP EXPOSED

RB RUBBER BASE

PRB PREMIUM RUBBER BASE

WC WALL COVERING

PLAM PLASTIC LAMINATE

SDSF SOLID SURFACE

FINISH ABBREVIATIONS

FINISH PLAN LEGEND

LVT-1

LVT-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A-601

FINISH SCHEDULE

009A

MC EB

CONSTRUCTION

DOCUMENT

6/14/2024

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

Revisions: Date:

PHASE I - ROOM FINISH SCHEDULE

ROOM # ROOM NAME

CEILING

FINISH

FLOOR

FINISH

BASE WAINSCOT WALL FINISH

COMMENTSMAT HT MAT HT EAST NORTH SOUTH WEST

100 TR -- EXP RB-1 4" -- -- PT-2 PT-2 PT-2 PT-2 APPLY ANTI-STATIC COATING TO EXPOSED CONCRETE FLOORING

101 MECHANICAL -- EXP RB-1 4" -- -- PT-2 PT-2 PT-2 PT-2

102 HAC ACT-1 EP-1 RB-1 4" -- -- PT-2 PT-2 PT-2 PT-2

103 IV TESTING ACT-1 CPT-1 RB-1 4" -- -- PT-2 PT-2 PT-3 PT-2 PT-3 (ACCENT) ON SOUTH WALL

103A STG

104 IV SUPPORT ACT-1 CPT-1 RB-1 4" -- -- PT-2 PT-2 PT-3 PT-2 PT-3 (ACCENT) ON SOUTH WALL

105 WAITING ALCOVE GYP LVT-1 RB-1 4" -- -- PT-1 PT-1 PT-1 PT-1

106 IV TESTING ACT-1 CPT-1 RB-1 4" -- -- PT-2 PT-2 PT-3 PT-2 PT-3 (ACCENT) ON SOUTH WALL

107 STAFF BREAK ACT-1 LVT-2 RB-1 4" -- -- PT-3 PT-1 PT-1 PT-1 PLAM-1, SDSF-1, PT-3 (ACCENT) ON EAST WALL

108 CHANGE MGMT USER ACT-1 CPT-1 RB-1 4" -- -- PT-2 PT-2 PT-3 PT-2 PT-3, (ACCENT) ON SOUTH WALL

109 MECHANICAL -- EXP RB-1 4" -- -- PT-2 PT-2 PT-2 PT-2

110 RESTROOM ACT-1 CFT-1 CTB-1 4" CWT-1 4' - 0" WC-1 WC-1 WC-1 WC-1 REFERENCE AE424 FOR TILE ELEVATIONS

111 RESTROOM ACT-1 CFT-1 CTB-1 4" CWT-1 4' - 0" WC-1 WC-1 WC-1 WC-1 REFERENCE AE424 FOR TILE ELEVATIONS

112 RESTROOM ACT-1 CFT-1 CTB-1 4" CWT-1 4' - 0" WC-1 WC-1 WC-1 WC-1 REFERENCE AE424 FOR TILE ELEVATIONS

113 RESTROOM ACT-1 CFT-1 CTB-1 4" CWT-1 4' - 0" WC-1 WC-1 WC-1 WC-1 REFERENCE AE424 FOR TILE ELEVATIONS

114 STORAGE ACT-1 EP-1 RB-1 4" -- -- PT-2 PT-2 PT-2 PT-2

115 ELECTRICAL CLOSET -- EP-1 RB-1 4" -- -- PT-2 PT-2 PT-2 PT-2

116 ELECTRICAL ROOM -- EP-1 RB-1 4" -- -- PT-2 PT-2 PT-2 PT-2

CR11-9 CORRIDOR ACT-1 LVT-1 / LVT-2 PRB-1 4" -- -- PT-1 PT-1 PT-1 PT-1

CR11-10 CORRIDOR ACT-1 LVT-1 / LVT-2 PRB-1 4" -- -- PT-1 PT-1 PT-1 PT-1

1/8" = 1'-0"

FLOOR PLAN - PHASE I - FINISH PLAN

PROJECT

NORTH

TRUE NORTH

(DASHED)

Megan Matt's Stamp

Megan Text Box 6/14/24

01 03

5/8" 3 5/8" 5/8"

STRUCTURE ABV

5/8" 3 5/8" 5/8"

" FINISH CLG

FINISH FLOOR

TYPE 'X' GYP

STEEL STUD

FRAMING

TYPE 'X' GYP

TYPE 'X' GYP

STEEL STUD

FRAMING

TYPE 'X' GYP

TYPE 'X' GYP

STEEL STUD

FRAMING

5/8" 3 5/8"

1A

9" 4"

2A

GLAZING

1B

LOUVER PER

SCHEDULE

DOOR HEIGHTS AND WIDTHS PER SCHEDULE

9" 9"

2B

9" 9"

GLAZING

TYPE 'X' GYP

CT-3

CT-2

CONCRETE

BACKER BOARD

STEEL STUD

FRAMING

CT-1

EXISTING WALL

CT-3

CT-2

CONCRETE

BACKER BOARD

TYPE 'X' GYP

CT-1

STEEL STUD

FRAMING

TYPE 'X' GYP

TYPE 'X' GYP

STRUCTURE ABV

FINISH CEILING

FINISH FLOOR

5/8" 5 5/8" 5/8" 5/8" 5/8" 3 5/8" 5/8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A-602

DOOR AND ASSEMBLY SCHEDULE

009A

MC EB

CONSTRUCTION

DOCUMENT

6/14/2024

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

GENERAL NOTES

2. ROOM FINISHES WILL NOT BE IMPACTED BY PHASE II

SCOPE OF WORK. CONTRACTORS SHOULD BE CAREFUL

NOT TO DAMAGE ROOM FINISHES WHEN TRANSITIONING TO

PHASE II.

Revisions: Date:

PHASE I - DOOR SCHEDULE

MARK ROOM # ROOM NAME

DOOR SIZE DOOR

TYPE

GLAZING

TYPE

HW

SET

MATERIAL FIRE

RATING

STC

RATING COMMENTSWIDTH HT DOOR FRAME

100 100 TR 3' - 0" 7' - 0" 1A 11 HM HM

101 101 MECHANICAL 3' - 0" 7' - 0" 1B 11 HM HM

102 102 HAC 3' - 6" 7' - 0" 1A 5D WOOD HM

103A 103 IV TESTING 3' - 0" 7' - 0" 2A 4 WOOD HM

103B 103 IV TESTING 3' - 0" 7' - 0" 2A 4 WOOD HM

104A 104 IV SUPPORT 3' - 0" 7' - 0" 2A 4 WOOD HM

104B 104 IV SUPPORT 3' - 0" 7' - 0" 2A 4 WOOD HM

106A 106 IV TESTING 3' - 0" 7' - 0" 2A 4 WOOD HM

106B 106 IV TESTING 3' - 0" 7' - 0" 2A 4 WOOD HM

107 107 STAFF BREAK 3' - 0" 7' - 0" 2A 1 WOOD HM

108 108 CHANGE MGMT USER 5' - 0" 7' - 0" 2A 4 WOOD HM

109 109 MECHANICAL 3' - 0" 7' - 0" 1B 11 HM HM

110 110 RESTROOM 3' - 0" 7' - 0" 1A 2 WOOD HM

111 111 RESTROOM 3' - 0" 7' - 0" 1A 2 WOOD HM

112 112 RESTROOM 3' - 0" 7' - 0" 1A 2 WOOD HM

113 113 RESTROOM 3' - 10" 7' - 0" 1A 2 WOOD HM

114 114 STORAGE 3' - 8" 7' - 0" 1A 5 WOOD HM

115 115 ELECTRICAL CLOSET 5' - 0" 7' - 0" 1A 11 HM HM

116 116 ELECTRICAL ROOM 3' - 0" 7' - 0" 1A 11 HM HM

117 103A STG 5' - 0" 7' - 0" 1A 5D WOOD HM

118 CR11-9 CORRIDOR 1' - 8" 7' - 0" 1A EXST HM HM REPLACE DOOR LEAF, USE EXISTING DOOR HARDWARE OR REPLACE WITH LIKE

119 CR11-9 CORRIDOR 1' - 6" 7' - 0" 1A EXST HM HM REPLACE DOOR LEAF, USE EXISTING DOOR HARDWARE OR REPLACE WITH LIKE

120 CR11-9 CORRIDOR 3' - 8" 7' - 0" 2B EXST HM HM REPLACE DOOR LEAF, USE EXISTING DOOR HARDWARE OR REPLACE WITH LIKE

121 CR11-9 CORRIDOR 7' - 4" 7' - 0" 2B FR EXST HM HM 1-1/2 HR REPLACE DOOR LEAF, USE EXISTING DOOR HARDWARE OR REPLACE WITH LIKE, DOUBLE EGRESS

1. EXAMPLE PARTITION CODE: 09P4107b

09 - SPECIFICATION CATEGORY

P - DETAIL TYPE CATEGORY

4 - NOMINAL SIZE

1 - PARTITION CATEGORY

07 - SEQUENCE NUMBER

b - FIRE / SMOKE RATING

SPECIFICATION CATEGORY

03 CONCRETE

04 MASONRY

09 METAL STUD

DETAIL TYPE CATEGORY

P PARTITION

NOMINAL SIZE

1 SIZE 1"

2 SIZE 2"

4 SIZE 4"

6 SIZE 6"

8 SIZE 8"

PARTITION CATEGORY

1 WITHOUT INSULATION

2 WITH INSULATION

3 TILE

4 LEAD LINED

5 SECURITY MESH

6 USER DEFINED/COMBOS

7 USER DEFINED/COMBOS

FIRE / SMOKE / SOUND RATING

a SMOKE RATED b 1HR FIRE RATED c 1HR FIRE & SMOKED RATED d 2HR FIRE RATED e 2HR FIRE & SMOKE RATED f SOUND RATED g SOUND & SMOKE RATED h SOUND & 1HR FIRE RATED i SOUND & 1HR FIRE & SMOKE RATED j SOUND & 2HR FIRE RATED k SOUND & 2HR FIRE & SMOKE RATED

WALL SCHEDULE

MARK

PARTITION

CODE DESCRIPTION WIDTH

FIRE RATING SOUND RATING

COMMENTSFR SOURCE STC SOURCE

01 09P4101 3-5/8" MTL STUD, 5/8" GYP EA SIDE, "6 ABV CLG 0' - 4 7/8"

03 09P4103 3-5/8" MTL STUD, 5/8" GYP EA SIDE, FULL HEIGHT 0' - 4 7/8"

04 09P4104 3-5/8" MTL STUD, 5/8" GYP ONE SIDE, FULL

HEIGHT

0' - 4 1/4"

05 09P4103 5-5/8" MTL STUD, 5/8" GYP EA SIDE, FULL HEIGHT 0' - 6 7/8"

90 09P4101 EXISTING WALL, 5/8" GYP ONE SIDE, TILE ONE

SIDE, "6 ABV CLG

<varies>

93 09P4101 3-5/8" MTL STUD, 5/8" GYP EA SIDE, TILE ONE

SIDE, "6 ABV CLG

0' - 5 3/16"

1" = 1'-0"

WALL TYPES

1/4" = 1'-0"

DOOR TYPES

1" = 1'-0"

WALL TYPES CONT.

Megan Matt's Stamp

Megan

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

A-603

SPECIALTY EQUIPMENT

SCHEDULE 009A

MK MC

CONSTRUCTION

DOCUMENT

6/14/2024

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

1. VV - VA FURNISHED, VA INSTALLED

CC - CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

VC - VA FURNISHED, CONTRACTOR INSTALLED

CV - CONTRACTOR FURNISHED, VA INSTALLED

R - RELOCATED

2. CONTRACTOR TO CONFIRM QUANTITIES OF EACH ITEM

PRIOR TO PURCHASE OR INSTALLATION.

3. SEE TYP MOUNTING HEIGHTS ON TYP INTERIOR

ELEVATIONS SHEET FOR INSTALLATION HEIGHTS, UNO.

SPECIALTY EQUIPMENT SCHEDULE

MARK EQUIPMENT QUANTITY

POWER

/ DATA

FURN /

INSTALL

BY DESCRIPTION

A0001 ACCORDIAN WALL 3 NO / NO VV Operable Partition

A1067 MIRROR - ADA 4 NO / NO CC A HIGH QUALITY 1/4" POLISHED FLOAT GLASS MIRROR WITH A STAINLESS STEEL FRAME. FRAME HOLDS MIRROR IN A TILTED POSITION FOR ACCESSIBILITY AND COMPLIANCE WITH ADA REQUIREMENTS. MIRROR HAS A GALVANIZED STEEL BACK SECURED TO FRAME WITH CONCEALED SCREWS WITH INTEGRAL HORIZONTAL HANGING BRACKETS. MIRROR SHALL BE APPROXIMATELY 18" WIDE AND 36" HIGH. OTHER SIZES ARE

AVAILABLE.

A5075 SOAP 6 NO / NO VC DISPOSABLE SOAP DISPENSER. ONE-HANDED DISPENSING OPERATION. DESIGNED TO ACCOMMODATE DISPOSABLE SOAP CARTRIDGE AND VALVE.

A5082 PAPER TOWELS - AUTO 6 NO / NO VC DISPENSER, PAPER TOWEL, SENSOR, HANDS FREE

A5090 SANITARY NAPKIN 4 NO / NO CC A SURFACE MOUNTED, SATIN FINISH STAINLESS STEEL, SANITARY NAPKIN DISPOSAL. DISPOSAL FEATURES A FLIP-UP COVER, SECURED TO THE CONTAINER BY A HEAVY DUTY STAINLESS STEEL PIANO-HINGE. DISPOSAL MAY BE SECURED TO WALL OR TOILET PARTITION. FOR GENERAL

PURPOSE USE IN FEMALE TOILET STALLS OR ROOMS AND UNI-SEX TOILET ROOMS.

A5107 GLOVES DISPENSER 1 NO / NO VC EXAMINATION GLOVE DISPENSER BOX FOR WALL MOUNTING. FABRICATED OF EITHER COLD ROLLED STEEL WITH A WHITE BAKED ENAMEL FINISH, PLASTIC OR ACRYLIC. PROVIDED WITH WALL BRACKET TO FACILITATE MOUNTING AND DEMOUNTING.

A5109 GRAB BAR 4 NO / NO CC A 1-1/4" DIAMETER, SATIN FINISH STAINLESS STEEL, PEENED GRIPPING SURFACE, 2 WALL TOILET STALL/ ROOM, GRAB BAR WITH CONCEALED MOUNTING FLANGES. SNAP OVER FLANGES ARE PROVIDED TO CONCEAL MOUNTING SCREWS. A SELECTION OF MOUNTING KITS AND CONCEALED ANCHOR DEVICES ARE AVAILABLE FROM THE MANUFACTURERS FOR DIFFERENT TYPES OF INSTALLATIONS.

A5135 UTILITY SHELF 1 NO / NO VC A SURFACE MOUNTED, SATIN FINISH, STAINLESS STEEL SHELF WITH A MINIMUM DEPTH OF 8". MOUNTING BRACKETS ARE WELDED TO SHELF.

SHELF IS AVAILABLE IN VARIOUS WIDTHS. FOR GENERAL PURPOSE USE IN SCRUB AREAS/ROOMS OR OTHER AREAS OF THE FACILITY WHERE A SS

SHELF IS REQUIRED. PRICING BASED UPON A 36" WIDTH.

A5200 TOILET TISSUE 4 NO / NO VC A CONCEALED SURFACE MOUNTED, DOUBLE ROLL, SATIN FINISH STAINLESS STEEL, TOILET TISSUE DISPENSER. UNIT ACCOMMODATES TWO STANDARD-CORE TOILET TISSUE ROLLS THROUGH 5" IN DIAMETER. SPINDLES ARE CHROME PLATED PLASTIC WITH A HEAVY-DUTY INTERNAL SPRING AND TURN FREELY FOR NON-CONTROLLED DELIVERY. FOR GENERAL PURPOSE USE IN RESTROOMS.

E0042 WORKSTATION 89 NO / NO VV THIS TYPICAL INCLUDES: 1 TOOL RAIL 2 PAPER TRAY 1 DIAGONAL TRAY 1 FREESTANDING WORK SURFACE 1 MOBILE PEDESTAL, BOX/FILE 1

ADJUSTABLE KEYBOARD TRAY

F0225 CHAIR 8 NO / NO VV DINING ROOM CHAIR WITH GLIDES. CHAIR HAS STRAIGHT LEGS WITH CUSHIONED CLOTH OR VINYL SEAT.

F0275 CHAIR 89 NO / NO VV HIGHBACK CONTEMPORARY SWIVEL CHAIR, 41" HIGH x 23" WIDE x 23" DEEP WITH FIVE CASTER SWIVEL BASE AND ARMS. BACK AND SEAT ARE FOAM

PADDED AND UPHOLSTERED WITH EITHER WOVEN TEXTILE FABRIC OR VINYL.

F0305 CHAIR 7 NO / NO VV SINGLE SEAT WAITING ROOM CHAIR WITH FOAM PADDED SEAT AND BACK. UPHOLSTERED WITH EITHER WOVEN FABRIC TEXTILE OR VINYL. ARMS AND FLOOR GLIDES INCLUDED.. Upholstered with either woven fabric textile or vinyl. Arms and floor glides included.

F0500 JANITOR'S CART 1 NO / NO VV UTILITY CART, 32-39" HIGH X 36" WIDE X 24" DEEP, WITH 4 (FOUR) HEAVY DUTY CASTER WHEELS.

F0505 MOP BUCKET 1 NO / NO VV ROUND WASTEPAPER BASKET, APPROXIMATELY 18" HIGH X 16" DIAMETER. THIS METAL UNIT IS USED TO COLLECT AND TEMPORARILY STORE SMALL QUANTITIES OF PAPER REFUSE IN PATIENT ROOMS, ADMINISTRATIVE AREAS AND NURSING STATIONS.

NSN: 7520002051857

JSN: F2000

F0795 TABLE 2 NO / NO VV DINING TABLE. ROUND 42" DIAMETER OR SQUARE 42" X 42". USED IN DINING FACILITIES AND CAN COMFORTABLY SEAT UP TO FOUR (4) PERSONS.

F2010 WASTEPAPER 4 NO / NO VV STEP-ON WASTEPAPER BASKET WITH INNER LINER AND FOOT PETAL ACTIVATED FLIP TOP.

F2015 WASTEPAPER 1 NO / NO VV METAL RECEPTACLE FOR SOILED / USED TOWELS OR WASTE. EQUIPPED WITH A REMOVABLE TAPERED TOP WITH TWO INDEPENDENTLY

OPERATING SELF-CLOSING, SPRING HINGED DOORS.

K1552 COFFEE 1 YES / NO VV SPACE SAVING FRONT TO BACK AUTOMATIC COFFEE MAKER. INCLUDES A HEATING TANK, CONNECTION FOR A COLDWATER SUPPLY, DECANTER SERVICE WITH THREE BURNERS, FUNNEL AND A WATER FLOW CONTROLLER. AUTOMATICALLY SHUTS OFF THE WATER FLOW WHEN ENOUGH HAS PASSED THROUGH TO FILL THE POT. PROVIDE PLUMBED WITH A HOT WATER FAUCET TO THE SIDE FOR MAKING OTHER HOT DRINKS (TEA, CIDER, COCOA, ETC.).

K4665 MICROWAVE 1 YES / NO VV COUNTER MOUNTED MICROWAVE OVEN. THE EXTERIOR CABINET CAN BE METAL OR HEAVY-DUTY IMPACT RESISTANT PLASTIC. OVEN HAS TOUCH PAD CONTROLS, DIGITAL TIMER, POWER LEVEL SELECTOR AND PREPROGRAMMED SELECTORS FOR COMMONLY COOKED ITEMS.

M0512 TELEVISION, 60" 12 YES / YES VV A HIGH DEFINITION (HDTV) MULTIMEDIA, SLIM DESIGN, 60"W TO 65"W COLOR TELEVISION. THE TV WILL HAVE A 16.9 WIDE SCREEN ASPECT RATIO WITH FULL HD 1080P RESOLUTION AND HDMI CONNECTIONS. TV MAY BE LED, PLASMA OR LCD. TV WILL INCLUDE A STAND.

M2050 WIRE SHELF 2 NO / NO VC STORAGE SHELVING UNIT. UNIT IS CORROSION RESISTANT STAINLESS STEEL, GALVANIZED STEEL OR BAKED ENAMEL ON STEEL. IT CONTAINS 5 ADJUSTABLE SHELVES WITH 400 POUND LOAD CAPACITY. AVAILABLE IN OPEN OR CLOSED (END PANELS) DESIGNS. UNIT IS DESIGNED FOR

STORAGE AND LIGHT INDUSTRIAL APPLICATIONS.

R7250 REFRIGERATOR 1 YES / NO VV REFRIGERATOR/FREEZER UNIT. IT INCLUDES ROLL OUT WHEELS AND IS EQUIPPED FOR AN OPTIONAL AUTOMATIC ICEMAKER.

GENERAL NOTES

Revisions: Date: 35 OF 102

Megan Matt's Stamp

Megan

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 60 61 62 63 64

17 18 19 20 21 25 26 27 28 29 30 31 32

IN-09.03-04

IN-04.02-12

IN-09.03-01

IN-04.02-11

IN-09.03-03

IN-09.03-02

IN-04.02-10

IN-04.02-09 IN-04.02-08 IN-04.02-07 IN-04.02-05 IN-04.02-04 IN-04.02-03 IN-04.02-02

IN-04.02-14

IN-04.02-00

CHANGE MGMT

USER

IV SUPPORT

MECHANICAL

HAC

STORAGE

IV TESTING

IV TESTING

TR

STAFF BREAK

WAITING ALCOVE

RESTROOM

CORRIDOR

CR11-9

ELECTRICAL ROOM

RESTROOM

RESTROOM

RESTROOM

MECHANICAL

IN-04.02-13

IN-04.02-06

IN-04.02-01

IN-15.51-01

IN-03.01-01

STG

103A

ELECTRICAL

CLOSET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AW001

SIGNAGE LOCATION PLAN &

MESSAGE SCHEDULE 009A

MK MC

CONSTRUCTION

DOCUMENT

6/14/2024

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

GENERAL NOTES

1. ALL FINAL MESSAGES AND LOCATIONS ARE TO BE

REVIEWED AND APPROVED BY VA SIGNAGE MANAGER OR VA

COR PRIOR TO FABRICATON.

1/8" = 1'-0"

LEVEL 1 - SIGNAGE LOCATION PLAN

SIGNAGE MESSAGE SCHEDULE

MARK

ROOM

NUMBER ROOM NAME MESSAGE COMMENTS

IN-03.01 - NUMBER IDENTIFICATION

IN-03.01-01 103A STG ROOM NUMBER IDENTIFICATION ONLY

IN-04.02 - ROOM IDENTIFICATION WITH INSERT

IN-04.02-00 100 TR TR

IN-04.02-01 101 MECHANICAL MECHANICAL

IN-04.02-02 102 HAC HAC

IN-04.02-03 103 IV TESTING IV TESTING PHASE II - NUMBER CHANGES TO "103A", MESSAGE CHANGES TO "CLASSROOM"

IN-04.02-04 103 IV TESTING IV TESTING PHASE II - NUMBER CHANGES TO "103B", MESSAGE CHANGES TO "CLASSROOM"

IN-04.02-05 104 IV SUPPORT IV SUPPORT PHASE II - MESSAGE CHANGES TO "CLASSROOM"

IN-04.02-06 104 IV SUPPORT IV SUPPORT PHASE II - MESSAGE CHANGES TO "CLASSROOM"

IN-04.02-07 106 IV TESTING IV TESTING PHASE II - NUMBER CHANGES TO "106A", MESSAGE CHANGES TO "CLASSROOM"

IN-04.02-08 106 IV TESTING IV TESTING PHASE II - NUMBER CHANGES TO "106B", MESSAGE CHANGES TO "CLASSROOM"

IN-04.02-09 107 STAFF BREAK STAFF BREAK

IN-04.02-10 108 CHANGE MGMT USER CHANGE MGMT USER

IN-04.02-11 109 MECHANICAL MECHANICAL

IN-04.02-12 114 STORAGE STORAGE

IN-04.02-13 115 ELECTRICAL CLOSET ELECTRICAL CLOSET

IN-04.02-14 116 ELECTRICAL ELECTRICAL

IN-09.03 - RESTROOM IDENTIFICATION (ACCESSIBLE)

IN-09.03-01 110 RESTROOM SEE ENLARGED SIGNAGE FOR MESSAGE

IN-09.03-02 111 RESTROOM SEE ENLARGED SIGNAGE FOR MESSAGE

IN-09.03-03 112 RESTROOM SEE ENLARGED SIGNAGE FOR MESSAGE

IN-09.03-04 113 RESTROOM SEE ENLARGED SIGNAGE FOR MESSAGE

IN-15.51 - CEILING MOUNTED DIRECTIONAL

IN-15.51-01 105 WAITING ALCOVE WAITING FLAT INSERT

PROJECT

NORTH

TRUE NORTH

(DASHED)

Revisions: Date: 36 OF 102

Megan Matt's Stamp

Megan

IV Testing

LEFT ALIGN TEXT

& BRAILLE

3/4"

1/2"

3/4"

3/8"

3/4"

5/8"

5/8"

1/4" 3/8"

1 1/4"

1/2"

9"

MESSAGE INSERT

RESTROOM

LEFT ALIGN TEXT

& BRAILLE

3/4"

3/4"

5 3/8"

3/4"

1"

3/8" 1/4" 1/2"

5/8"

1/4" 3/8"

1 1/4"

1/2"

9"

CENTER ALIGN SYMBOL,

TEXT, & BRAILLE

IN-04.02

2" UNO ON LOCATION PLAN

A F

F

2" UNO ON LOCATION PLAN

A F

F

IN-09.03

2" UNO ON LOCATION PLAN

A F

F

IN-03.01

103A

LEFT ALIGN TEXT

& BRAILLE

3/4"

1/8" 5/8"

1/4" 3/8"

1 1/4"

1/2"

9"

1/8" 1 1/2"

3"

1 1/2" 1/8"

3' - 4"

CENTER TEXT

WAITING

5/8"

SIDE VIEW

STRUCTURE ABV

ANGLE BRACE

GYP. CEILING *GYP. SHALL NOT SUPPORT

WEIGHT OF CEILING MOUNTED

SIGNAGE AND INSTEAD SHALL

TIE INTO STRUCTURE ABOVE.

STEEL PLATE

RIGHT SIDELEFT SIDE

M A

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AW002

ENLARGED SIGNAGE - IN-03.01,

IN-04.02, & IN-09.03 009A

MK AB

CONSTRUCTION

DOCUMENT

6/14/2024

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

GENERAL NOTES

1. SEE AW001 FOR SIGNAGE LOCATION PLAN.

2. SEE SPECIFICATION SECTION 10 14 00 SIGNAGE FOR

MATERIALS AND FINISHES.

6" = 1'-0"

IN-04.02 - ROOM ID WITH INSERT

Revisions: Date:

6" = 1'-0"

IN-04.02 - DIMENSIONS

6" = 1'-0"

IN-09.03 - RESTROOM ID

6" = 1'-0"

IN-09.03 - DIMENSIONS

1" = 1'-0"

SIGNAGE MOUNTING HEIGHTS

6" = 1'-0"

IN-03.01 - ROOM NUMBER IDENTIFICATION

6" = 1'-0"

IN-03.01 - DIMENSIONS

3" = 1'-0"

IN-15.51 - DIMENSIONS

3" = 1'-0"

IN-15.51 - CEILING MOUNTED DIRECTIONAL

1 1/2" = 1'-0"

CEILING MOUNTED SIGNAGE DETAIL

Megan Matt's Stamp

Megan

ABBREVIATIONS

PLYWOODPLWD

APA AMERICAN PLYWOOD ASSOCIATION

BLKG BLOCKING

PENNYWEIGHT (NAILS)d

BC

DS

BOF

CA

DRAG STRUT

CONCRETE (EXPANSION) ANCHOR

BOTTOM CHORD

BOTTOM OF FOOTING

PA

NLG

GRD

HDR

POWDER ACTUATED

GIRDER

NAILING

HEADER

TOW

TC

SHTHG

TOP OF WALL

SHEATHING

TOP CHORD

TWS THREADED WELDED STUD

THREADED RODTR

SJI STEEL JOIST INSTITUTE

POUNDS PER CUBIC FOOTPCF

MILES PER HOURMPH

IJ

ISOLATION JOINT

HIGH STRENGTH BOLTHSB

DEEPDP

DEMOLISH, DEMOLITIONDEMO

DIVIDER BEAM, DROPPED BEAMDB

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

AMERICAN IRON AND STEEL INSTITUTEAISI

ELEV ELEVATOR

JOIST

JOINT

JST

K

JT

POUND

LEVEL

KSI

LB, #

LEV

L

LL

LLH

LONGIT

LOC

LLV

LF

KSF

KIP (1,000 LB)

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

LENGTH, ANGLE

LINEAL FOOT

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LOCATION, LOCATE

MATERIAL

MINIMUM

MAXIMUM

LSH

MATL

MB

MECH

MIN

MISC

MFR

MAX

NOMINAL

NUMBER

NF

NO, #

NOM

NIC

NS

NTS

OD

OC

N-S

MTL METAL

MECHANICAL

MANUFACTURER

MISCELLANEOUS

NEAR FACE

NOT IN CONTRACT

NORTH-SOUTH

NEAR SIDE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

MACHINE BOLT

LONG SLOTTED HOLE

OPENING

OPPOSITE

PANEL

PLACES

OPP

OPNG

PCC

OSH

PERP

PL

PNL

PLCS

PEN

RADIUS

PS

PSI

PSF

PT

PVC

RD

R, RAD

P.T.

PREFAB

PP, PJP

PRECAST CONCRETE

PENETRATION

PERPENDICULAR

PLATE, PROPERTY LINE

PARTIAL JOINT PENETRATION

PREFABRICATED

PRESTRESSED CONCRETE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POINT, PRESSURE TREATED

POLYVINYL CHLORIDE

ROOF DRAIN

POST-TENSIONED

OVERSIZED HOLE

OUTSIDE FACEO.F.

LOW POINTLPT

AB

ACI

AND

AT

ANCHOR BOLT

ADJ

ANCH

ALT

AISC

AR

AWS

ASTM

ARCH

APPROX

ANCHOR ROD

APPROXIMATE

ANCHOR

ALTERNATE

ADDITIONALADDL

AMERICAN WELDING SOCIETY

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ARCHITECT, ARCHITECTURAL

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ADJACENT, ADJUSTABLE

AMERICAN CONCRETE INSTITUTE

BAL

B/

BLDG

BF

BOT

BRG

BTWN

BU

BM

BALANCE

BETWEEN

BEARING

BOTTOM

BEAM

BUILDING

BUILT-UP

BRACED FRAME, BOTTOM FLANGE

BOTTOM OF

C

CANTIL

CC

CAP

CIP

CJ

CLR

CL

CG

CAPACITY

CLEAR

CENTERLINE

CAST-IN-PLACE

CANTILEVER

CONTROL JOINT, CONSTRUCTION JOINT

CENTER OF GRAVITY

CENTER-TO-CENTER

CAMBER, CHANNEL

COL

CONC

CONT

CONN

CONST

CU YD

CTR

COORD

CONTR

CUBIC YARD

CENTER, CENTERED

COORDINATE

CONTRACTOR

CONSTRUCTION

CONNECTION

CONCRETE

COLUMN

DBA

DBL

DET

DEG,

DIAG

DIA

DIM

DICA

DIAPH

DIMENSION

DIAPHRAGM

DIAGONAL

DIAMETER

DETAIL

DEGREE

DOUBLE

DEFORMED BAR ANCHOR

CONTINUE, CONTINUOUS

DRILLED-IN CONCRETE ANCHOR

CONCRETE MASONRY UNITCMU

REQUIRED

RETURN

SCHEDULE

SECTION

SHEET

SIMILAR

REQD

REINF

RTN

SCHED

SIM

SHT

SECT

SQUARE

STIFFENER

STIRRUP

STEEL

SUPPORT

SPEC

SPC

SST

STD

SSH

SQ

STL

STIR

STIF

SYMM

SPRT

STRUCT

SOG SLAB ON GRADE

SPACE, SPACED, SPACING

SPECIFICATION

STAINLESS STEEL

SHORT SLOTTED HOLE

STANDARD

STRUCTURAL

SYMMETRICAL, SYMMETRY

REINFORCING

TOP OF

THROUGH

SW

T&B T/

THK

THRU

TOF

TOS

TOC

TEMP

TYPICAL

WIDTH, WIDE FLANGE

WITH

WOOD

VERTICAL

TYP

UNO

W

WD

WHS

W/

VERT

TRANS

THICK, THICKNESS

TRANSVERSE

UNLESS NOTED OTHERWISE

WELDED HEADED STUD

TOP OF CONCRETE

TOP OF STEEL

TOP OF FOOTING

TOP AND BOTTOM

TEMPERATURE

SHEAR WALL

WEIGHTWT

WP

WWR

WORK POINT

WELDED WIRE REINFORCEMENT

W/O WITHOUT

DO

DN

DWL

DWG

EA

EE

EJ

EL

EF

(E), EXIST

ELEVATION

EACH FACE

EACH END

EACH, EPOXY (ADHESIVE) ANCHOR

EXISTING

DOWEL

DRAWING

DITTO

DOWN

ENGR

ETC

ES

EQUIP

EQ

EMBED

EXP

EW

E-W

FD

EXT

ET CETERA

FLOOR DRAIN

EAST-WEST

EACH WAY

EXPANSION

EXTERIOR

EMBEDMENT

ENGINEER

EQUIPMENT

EACH SIDE

ELECTRICALELEC

EXPANSION JOINT

EARTHQUAKE, EQUAL

FF

FEMA

FDN

FIN

FLG

FLR

FS

FT, '

FTG

GALV

GA

FAR SIDE

GALVANIZED

FEET

FOOTING

GAGE, GAUGE

FOUNDATION

FAR FACE, FINISH FLOOR

FINISH

FLOOR

FLANGE

GEN

GB, GR BM

GRND

HGR

HPT

HK

HORIZ

HIGH POINT

HANGER

HOOK

HORIZONTAL

GROUND

GRADE BEAM

GENERAL

FEDERAL EMERGENCY MANAGEMENT AGENCY

INSIDE FACE

INCH

INCLUDE

INFORMATION

INTERIOR

HT

HSS

I.F.

IBC

ID

INFO

INCL

IN, "

INT

HEIGHT

INTERNATIONAL BUILDING CODE

HOLLOW STRUCTURAL SECTION

INSIDE DIAMETER

DEAD LOADDL

REFERENCEREF

PLF POUNDS PER LINEAR FOOT

LONG LEGS BACK TO BACKLLBB

COMPLETE JOINT PENETRATIONCJP, CP

REMAINDERREM

OPEN WEB JOISTOWJ

CONCRETE REINFORCED STEEL INSTITUTECRSI

STAG STAGGER, STAGGERED

MF MOMENT FRAME

CONTROL DENSITY FILLCDF

BP BASE PLATE

DESIGN-BUILDD-B

EXT GR EXTERIOR GRADE

GL, GLU LAM GLUE LAMINATED WOOD

GLB GLUE LAMINATED BEAM

HLDN HOLD DOWN

PRCST PRECAST

REBAR REINFORCING STEEL BARS

T&G TONGUE AND GROOVE

LVL LAMINATED VENEER LUMBER

PSL PARALLEL STRAND LUMBER

GWB

HF HEM-FIR

GYPSUM WALL BOARD

FL

FOS

FLUSH LEDGER

FACE OF STUD

OSB

GE GABLE END

ORIENTED STRAND BOARD

SWS SHEAR WALL SCHEDULE

WIJ WOOD I-JOIST

LSL LAMINATED STRAND LUMBER

DIST DISTANCE

THP TENDON HIGH POINT

HD HOLDOWN

AFF ABOVE FINISHED FLOOR

FB FLUSH BEAM

DOUGLAS FIRDF

COR CONTRACTING OFFICERS REPRESENTATIVE

GENERAL

CODES

DESIGN CRITERIA

SUBMITTALS

RENOVATION:

CONCRETE ANCHORAGE

STEEL

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY THE CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS AND NOTES. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ALL

DISCREPANCIES PRIOR TO CONSTRUCTION.

DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS NOTED IN THE DRAWINGS SHALL BE FOLLOWED. DO NOT SCALE DRAWINGS.

SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRAWINGS.

ARCHITECTURAL: REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON- BEARING WALLS, FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC.

CONTRACTOR-INITIATED CHANGES: SHALL BE SUBMITTED IN WRITING COR FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS OR SUBMITTALS ONLY

WILL NOT SATISFY THIS REQUIREMENT.

CONTRACTOR RESPONSIBILITIES: DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM.

CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO

PERFORM WORK.

CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS

HAVE ACHIEVED DESIGN STRENGTH.

EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS SHOWN ON DRAWINGS ARE BASED EITHER ON SITE OBSERVATIONS, ORIGINAL DRAWINGS, OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF EXISTING CONDITIONS DO NOT CLOSELY MATCH CONDITIONS SHOWN ON DRAWINGS, OR IF EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY COR PRIOR TO COMMENCING

ANY WORK.

SPECIAL INSPECTION PER IBC SECTION 1704, SHALL BE PERFORMED BY AN SPECIAL INSPECTIONS AGENCY PROVIDED BY THE CONTRACTOR AND APPROVED BY THE COR. SEE SPECIFICATIONS AND STRUCTURAL

INSPECTION SCHEDULE ON SHEET S-002 FOR ADDITIONAL INFORMATION.

BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION (VA 18-8 STANDARDS).

RISK CATEGORY: IV (IBC TABLE 1604.5)

STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED IN THE 2021 IBC, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE.

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR Ie 1.5 (ASCE 7 TABLE 1.5-2)

COMPONENT IMPORTANCE FACTOR IP= 1.5 (ASCE 7 13.1.3)

SITE CLASS (ASSUMED) D

SS = 0.260 (ASCE 7 SECTION 11.4.1)

S1 = 0.088 (ASCE 7 SECTION 11.4.1)

SDS = 0.210 (ASCE 7 SECTION 11.4.4)

SD1 = 0.120 (ASCE 7 SECTION 11.4.4)

SEISMIC DESIGN CATEGORY C (ASCE 7 SECTION 11.6)

SHOP DRAWINGS SHALL BE SUBMITTED COR FOR REVIEW PRIOR TO FABRICATION OR

CONSTRUCTION OF THESE ITEMS:

POST INSTALLED ANCHORS

CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MINIMUM

OF 10 WORKING DAYS FOR REVIEW.

SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE

DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.

DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION.

SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE POSSIBLE AND AS NOTED ON DRAWINGS. SAW-CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED.

DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE.

CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS SHALL BE LIMITED TO 20 PSF.

1. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTING WHEREVER POSSIBLE. ALL NEW OPENINGS SHALL BE SAWCUT NEAT AND CLEAN; NO OVERCUTTING AT OPENING CORNERS SHALL BE ALLOWED, UNLESS NOTED OTHERWISE. AS REQUIRED, CORE DRILL CORNERS AND CHIP, GRIND, OR CUT THE CORNERS TO PROVIDE REQUIRED DIMENSIONS.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY

OPENINGS.

3. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING.

POST-INSTALLED ANCHORS INTO NORMAL-WEIGHT CONCRETE SHALL BE THE FOLLOWING TYPES:

ADHESIVE ANCHORS SHALL BE HILTI HIT-RE 500-V3 (ESR-3814), HILTI HIT-HY 200 (ESR-4868), SIMPSON SET-XP

(ESR-2508), OR DEWALT PURE 110+ (ESR-3298).

REFERENCE STANDARDS: STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING

DOCUMENTS:

AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"

AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"

AISC 348 "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS"

MATERIALS:

TYPE OF MEMBER ASTM SPECIFICATION YIELD

WIDE FLANGES (W), STRUCTURAL TEES (WT) A992 50 KSI

PLATES, ANGLES, CHANNELS A36 36 KSI

AND BARS

STEEL PIPES A53 (TYPE E OR S, GRADE B) 35 KSI

HOLLOW STRUCTURAL STEEL (HSS) A500 (GRADE B) 46 KSI

MACHINE BOLTS (MB) A307

CONNECTION BOLTS (HSB) A325

ANCHOR RODS (AR) AND THREADED RODS (TR) F1554 GRADE 55, WELDABLE

BOLTED CONNECTIONS NOT SPECIFIED AS SLIP-CRITICAL NEED ONLY BE TIGHTENED TO AISC SNUG-TIGHT CRITERIA, UNLESS NOTED OTHERWISE. CONNECTION PLATES SHALL HAVE AISC STANDARD ROUND HOLES UNLESS NOTED OTHERWISE. ALL OVERSIZED OR SLOTTED HOLES SHALL HAVE WASHERS PROVIDED IN ACCORDANCE WITH

AISC 360, UNLESS NOTED OTHERWISE.

WELDING: ALL WELDS SHALL COMPLY WITH AWS D1.1. WELDS SHALL BE MADE USING LOW HYDROGEN E70XX ELECTRODES. ONLY AWS PREQUALIFIED WELDED JOINTS SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 STANDARD SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. WELDS NOT SPECIFIED SHALL BE CONTINUOUS

1/4" FILLET WELDS.

WELDS SHOWN ON DRAWINGS ARE FOR FINAL CONNECTIONS. UNLESS FIELD WELD SYMBOLS ARE SHOWN, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN

ORDER TO FACILITATE STEEL ERECTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOINT PREPARATIONS AND WELDING PROCEDURES, INCLUDING ROOT OPENINGS AND FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, TAPERS, AND SURFACE

ROUGHNESS.

DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING

PROCESS.

POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS OR

REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE CONTRACTING OFFICER.

PRODUCT SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IAPMO OR

ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.

NO REINFORCING BARS SHALL BE CUT TO PLACE POST-INSTALLED ANCHORS. ALL DEFECTIVE ANCHOR HOLES SHALL

BE GROUTED WITH EPOXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY. NOTIFY

THE CONTRACTING OFFICER WHERE DEFECTIVE ANCHOR HOLES OCCUR PRIOR TO DRILLING IN NEW ANCHOR

LOCATION.

37358

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N I

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S O

S T

WFO

A E T

E E

L

NE

I G

N

R

N

SH

I

O

N

G T

GNEAR

U T C

U R T S

E R

NI

E

P A U L

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AT

HAN CRO

R E

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2024 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

6/14/

S001

ABBREVIATIONS, SHEET INDEX &

GENERAL STRUCTURAL NOTES 009A

SAH EP

CONSTRUCTION

DOCUMENT

06/14/24

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

S001 ABBREVIATIONS, SHEET INDEX & GENERAL STRUCTURAL NOTES

S101 FLOOR PLAN - WEST

S102 FLOOR PLAN - EAST

S401 TYPICAL LIGHT-GAUGE FRAMING

S501 TYPICAL CONCRETE DETAILS

SHEET INDEX

Revisions: Date: 38 OF 102

86 SF

MECH

440 SF

CHANGE MGMT

USER

73 SF

RESTROOM

601 SF

CLASSROOM

106A

633 SF

CLASSROOM

106B

199 SF

STAFF BREAK

80 SF

RESTROOM

77 SF

RESTROOM

106 SF

RESTROOM

S

F

S T

O R

A G

E

51 SF

ELECTRICAL

CLOSET

106 SF

WAITING

ALCOVE

1 2 3 4 5 6 7 8

17 18 19 20 21

SEE NOTE 3

SEE NOTE 2

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

BUILDING 9A

37358

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2024 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

6/14/

S101

FLOOR PLAN - WEST

009A

SAH EP

CONSTRUCTION

DOCUMENT

06/14/24

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

LEGEND

GENERAL NOTES

PLAN NOTES (THIS SHEET ONLY)

KEY PLAN

PROJECT

NORTH

TRUE NORTH

(DASHED)

3/16" = 1'-0"

FLOOR PLAN - PHASE II WEST

1. SEE DETAILS ON SHEET S401 AND ARCHITECTURAL DRAWINGS FOR

TYPICAL INTERIOR METAL WALLS STUD FRAMING DETAIL

2. EXISTING CONCRETE EQUIPMENT PAD TO REMAIN.

3. EXISTING MECHANICAL UNIT TO REMAIN.

A. CONTRACTOR TO COORDINATE WITH MECHANICAL AND

ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

Revisions: Date: 39 OF 102

121 SF

ELECTRICAL

101 SF

TR ROOM

99 SF

HAC

682 SF

CLASSROOM

103A

692 SF

CLASSROOM

103B

634 SF

CLASSROOM

104A

1677 SF

CORRIDOR

CR11-9

191 SF

MECHANICAL

102A

8 9 10 11 12 13 14 15 16 60 61 62 63 64

25 26 27 28 29 30 31 32 58

SEE NOTE 3

SEE NOTE 2

E10 S501

E10 S501

TYP

TYP

SEE NOTE 4

AREA SHOWN

PROJECT

NORTH

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(DASHED)

BUILDING 9A

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2024 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

6/14/

S102

FLOOR PLAN - EAST

009A

Checker Author

CONSTRUCTION

DOCUMENT

06/14/24

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

3/16" = 1'-0"

FLOOR PLAN - PHASE II EAST

LEGEND

GENERAL NOTES

PLAN NOTES (THIS SHEET ONLY)

KEY PLAN

PROJECT

NORTH

TRUE NORTH

(DASHED)

A. CONTRACTOR TO COORDINATE WITH MECHANICAL AND

ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

1. SEE DETAILS ON SHEET S401 AND ARCHITECTURAL DRAWINGS FOR

TYPICAL INTERIOR METAL WALLS STUD FRAMING DETAIL

2. 8" THICK CONCRETE SLAB WITH #4 REBAR AT 12" O.C SPACING AT MID-

DEPTH OF SLAB, EACH WAY. SEE E10/S501 FOR ADDITIONAL INFORMATION.

PROVIDE CONSTRUCTION / CONTROL JOINTS IN SLAB-ON-GRADE TO

DIVIDE SLAB INTO RECTANGULAR AREAS 144 SF OR LESS. AREAS SHALL

BE APPROXIMATELY SQUARE AND HAVE NO ACTUE ANGLES. SEE DETAIL

C9/S501 FOR ADDITIONAL INFORMATION.

3. MECHANICAL UNIT PER MECHANICAL DRAWINGS. MAXIMUM WEIGHT OF

UNIT NOT TO EXCEED 4300 LBS WITH MAXIMUM DIMENSIONS OF 30'-4" x 7'-2" x 5'-2" (L X W X H). SEE DETAILS ON SHEET S501 FOR ANCHORAGE

INFORMATION.

4. BIDDER TO DESIGN AND INSTALL CHAIN LINK FENCE AROUND MECHANICAL

UNIT. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION.

Revisions: Date: 40 OF 102

METAL STUD WALL TYPES

DRIVE PIN SPACE

AT TRACKS, UNO

MAX WALL

HEIGHT

8'-0"

STUD

DEPTH

3-5/8" 362S137 - 33

362S137 - 33

362S137 - 33

362S137 - 33

STUD

SPACING

16" OC

STUD TYPE

12" OC

16" OC

13'-6"

24" OC

16" OC

24" OC

METAL FRAMING NOTES:

1. METAL FRAMING USED SHALL CONFORM TO THE SPECIFICATIONS OUTLINED IN THE GENERAL NOTES

IN ADDITION TO REQUIREMENTS NOTED HERE.

2. METAL FRAMING AND STRAP BRACING SHALL BE GALVANIZED UNLESS NOTED OTHERWISE

CONFORMING AS FOLLOWS:

12, 14, 16 GAGE ASTM A653, QUALITY SQUARE GRADE 50, CLASS 1

18, 20 GAGE ASTM A653, QUALITY SQUARE GRADE 33.

3. ALL STUDS AND STUD GROUPS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD. WALLS WHICH HAVE SHEATHING CONNECTED

ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED PER DETAIL.

4. TRACK SECTIONS SHALL BE UNPUNCHED WITH GAGE MATCHING STUDS, AND HAVE LEAST 1"

FLANGES.

5. SCREWS TO BE #8 SIZE, UNLESS NOTED OTHERWISE.

6. WALL FRAMING:

TWO STUD MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH

SIDE OF ALL OPENINGS. SEE B10/S401 FOR FRAMING OF OPENINGS, UNLESS NOTED

OTHERWISE.

7. SEE DETAIL E6/S401 FOR REQUIRED BRIDGING.

8. SEE ARCHITECTURAL DWGS FOR SIZING AND DETAILING OF INTERIOR NON-BEARING WALLS.

9. TRACK CONNECTED TO CONCRETE OR STRUCTURAL STEEL SHALL BE FASTENED WITH .157" MINIMUM DIAMETER DRIVE PINS AT SPACING PER TABLE. SEE E7/S401 FOR STUD CONNECTION AT BOTTOM.

10. SEE E8/S401 FOR STUD CONNECTION TO (E) STRUCTURE AT TOP.

17'-3"3-5/8" 362S200 - 43

362S162 - 4316" OC

10" OC

24" OC

C

/S

WALL STUDS PER

E10/S401, TYP

STUD GROUP, EACH SIDE

OF OPNG SEE D9/S401

HEADER & SILL C10/S401

3'-3" MAX

"H a"

"H b"

"H o"

NOTE:

• "Ha" = WALL HEIGHT ABOVE OPENING

• "Hb" = WALL HEIGHT BELOW OPENING

• "Ho" = OPENING HEIGHT

JAMB STUDS, PER D9/S401

L 1 1/2 x 5 LLH, SAME GAGE AS STUD, LENGTH = STUD WIDTH LESS 1/2"

TRACK SAME GAGE AS STUD W/

1-1/4" WIDE FLG MIN

USE (3) #8 SCREWS

TO ATTACH ANGLE TO STUD WEB

NOTES:

1. STUD WEBS SHALL BEAR AGAINST TRACK WEBS.

2. ATTACH ANGLE CLIP TO CONC SLAB WITH (2) 0.157" DIA DRIVE PINS, 3/4" MIN. EMBEDMENT

& 4" MIN SPACING REQD.

(E) WALL STUD FRAMING

TO REMAIN, TYP.

(E) JAMB STUD AT OPENING

TO REMAIN, TYP

(E) LIGHT GAUGE HEADER

TRACK/BEAM TO REMAIN.

MAX.

4'-0"

DETAIL A: INFILL DETAIL

AT EXISTING DOOR

DETAIL B: INFILL DETAIL

AT EXISTING WINDOW

(E) WALL FRAMING TO

REMAIN.

(E) JAMB STUD AT WALL

OPENING TO REMAIN, TYP

(E) SILL TRACK TO REMAIN

MAX.

4'-0"

WALL FINISH PER ARCH

V

IF

7' -0

M

A X

INFILL STUDS TO MATCH (E) STUD FRAMING,

362S162-33 STUDS @ 16" O.C SPACING (MIN.). ATTACH

STUD FLANGES TO TRACK W/ #8 SCREWS, TYP.

FRAMING NOTE:

• "XXX" REPRESENTS STUD/TRACK SIZE.

SIZE TO MATCH EXISTING STUD FRAMING.

PROVIDE XXXT150-33 TRACK AT TOP &

BOT. FASTEN TOP TRACK WEB TO (E)

TRACK W/ #8 SCREWS @ 8" O.C. CENTER

SCREWS ON TRACK.

(E) LIGHT GAUGE HEADER

TRACK/BEAM TO REMAIN.

PROVIDE XXXT150-33 TRACK AT TOP &

BOT. FASTEN TRACK WEB TO (E) TRACK

WEB AT TOP W/ #8 SCREWS @ 8" O.C.

ATTACH BOTTOM TRACK TO (E) SLAB W/

0.157" DIA. HILTI XU PAFS @ 8" O.C.

SPACING, 1" MIN. EMBED, 4" MIN CONC.

SLAB THICKNESS REQUIRED.

INFILL STUDS PER DETAIL A.

L 1-1/2" X 1-1/2"X 97 MIL ANGLE CLIP

LENGTH = STUD WIDTH LESS 1/2"

FASTEN EACH LEG TO STUD FRAMING

WITH (3) #8 SCREWS, EACH LEG

SEE NOTE FOR THICKNESS

HEADER TRACK

JAMB STUDS PER D9/S401

SILL TRACK SAME AS HEADER

TRACK WHERE OCCURS

L 1-1/2" X 1-1/2" X 43 MIL ANGLE CLIP

LENGTH = STUD WIDTH LESS 1/2"

FASTEN EACH LEG TO STUD FRAMING

WITH (3) #8 SCREWS, EACH LEG

FRAMING NOTES:

1. SEE C9/S401 FOR JAMB STUD TOP CONNECTION.

2. SEE D10/S401 FOR JAMB STUD BOTTOM CONNECTION.

HEADER TRACK SCHEDULE:

* WHERE "Ha" IN DETAIL B10/S401 IS

10'-3" MAX. MIN HEADER SIZE =

362T200-54 (50 KSI) SINGLE TRACK.

* WHERE "Ha" IN DETAIL B10/S401 IS

6'-6" MAX. MIN HEADER SIZE =

362T150-54 (50 KSI) SINGLE TRACK.

362S162-43 STUD

TYPE 2: JAMB STUD

LENGTH = 13'-6" MAX

TYPE 1: JAMB STUD

LENGTH = 17'-3" MAX

362S162-43 NESTED STUD + 362T150-43 TRACK

FASTEN TRACK FLANGES TO STUD W/ #8

SCREWS AT 8" OC ALONG STUD LENGTH

WALL STUD PER E10/S401

CONT XXXT125-33 W/ #8

SCREW EA SIDE TO EA STUD,

WHERE XXX = DEPTH OF STUD

(1) 0.157" DIA HILTI XU PAF W/ 3/4" EMBED,

SEE E10/401 FOR MAX SPACING

3/ 4"

G A

P

CONT 43T MIL (33 KSI) TRACK TO

MATCH STUD WIDTH, PROVIDE

LONG SLOTTED HOLE PER EL

#8 SCREW EACH,

SIDE, LOC AT CENTER OF SLOT

(1) 0.157" DIA HILTI XU PAFS AT EA

STUD W/ MIN 3/4" EMBED, LOC

WITHIN 2" OF STUD

T O

S C

R E

W

1/

2" M

IN

T

/ S T

U D

A T

T A

C G

E D

T O

W A

LK

3/

4" C

LR

O

F A

N Y

S H

T H

G

WALL STUD PER E10/S401

ELEVATION OF SLOTTED TRACK

NTS

NOTE:

1. DO NOT FASTEN ARCHITECTURAL

FINISHES TO DEFLECTION TRACK.

M

IN

1/

4"

1/

4"

3/

4"

1/ 2"

M

IN

(1) 0.157" DIA HILTI XU PAFS W/ MIN 3/4" EMBED

JAMB STUD PER D9/S401

CLIP DETAIL

NTS

3/

4"

3/ 4"

G A

P

FRAMING NOTES:

1. FOR WALL STUDS WITH 17'-3" HEIGHT:

MINIMUM CLIP THICKNESS = 68 MIL (50 KSI)

MINIMUM REQUIRED # OF CLIPS = 2 CLIPS, (1)

CLIP PER SIDE OF JAMB.

2. FOR WALL STUD WITH 13'-6" HEIGHT:

MINIMUM CLIP THICKNESS = 97 MIL (50 KSI)

MINIMUM REQUIRED # CLIPS = 1 CLIP

JAMB DEPTH - 1/2"

1'- 1"

3"

E Q

E Q

7/

8"

S

LO

T

EQ EQ

INSTALL (CLIPS) WITHIN DEFLECTION

TRACK, DO NOT FASTEN JAMB TO

DEFLECTION TRACK

DEFLECTION TRACK PER E8/S401

SEE FRAMING NOTE FOR CLIP THICKNESS

AND NUMBER OF CLIPS, FASTEN EACH CLIP TO

JAMB W/ (3) #8 SCREWS, CENTER SCREWS

IN SLOT, SEE CLIP DETAIL FOR ADDL INFO

L16 GA x 1 1/2 x 1 1/2

BRIDGE CLIP, TYP

NOTES:

1. BRIDGING IS REQUIRED FOR LOADINGS APPLIED BEFORE

SHEATHING IS ATTACHED TO BOTH FLANGES. BRIDGING

PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND

LOADING, AND RESISTANCE TO BOTH ROTATIONAL AND MINOR

AXIS BENDING CAUSED BY AXIAL LOADING.

2. BRIDGING SHALL BE EITHER WELDED OR SCREWED AS SHOWN.

(4) SCREWS

18 GA BRIDGING

CHANNEL @ 4'-0" OC

VERT MAX, TYP

16 GA 1/2

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2024 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

6/14/

S401

TYPICAL LIGHT-GAUGE FRAMING

009A

SAH EP

CONSTRUCTION

DOCUMENT

06/14/24

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

NTS E10METAL FRAMING NOTES

NTS B10TYPICAL OPENING ELEVATION IN NON-BEARING WALL

NTS D10JAMB STUD CONNECTION TO CONCRETE SLAB

NTS B9TYPICAL OPENING INFILL IN NON-BEARING WALL

NTS C10TYPICAL NON-BEARING HEADER CONNECTION

NTS D9JAMB STUD CONFIGURATION

NOTE:

1. SEE D10/S401 FOR JAMB STUD ATTACHMENT TO SLAB.

NTS E7WALL STUD TYPICAL CONNECTION AT TOP

NTS E8WALL STUD TYPICAL CONNECTION AT TOP

NTS C9JAMB STUD CONNECTION AT TOP TO (E) STRUCTURE

NTS E6TYPICAL BRIDGING DETAILS

Revisions: Date: 41 OF 102

SCHEDULE *

1/4 3

ROD DIAMETER "D" (IN) "A" (IN)

4 1/2

5/8 5 5/8

3/4 6 1/2

7/8 6 1/2

1 6 1/2

ROD DIAMETER "D"

"A

(M

IN

IM

U

M

P R

O

JE

C T

IO

N

THREADED ROD W/ MATCHING NUT AND

WASHER AND CHEMICAL ADHESIVE. SEE

NOTES IN DETAIL C10/S501.

TOP OF

CONCRETE

GROUT (WHERE INDICATED)

1/2

VERIFY MINIMUM EMBEDMENT DEPTH "A"

WITH MANUFACTURER. THE GREATER

EMBEDMENT DEPTH SHALL GOVERN. DRILL

SIZE AND TYPE SHALL BE PER

MANUFACTURER'S RECOMMENDATION.

NOTES:

1. FINAL ANCHOR REQUIREMENTS TO BE DETERMINED AFTER ACCEPTANCE OF

CERTIFIED EQUIPMENT DRAWINGS.

2. FILL EACH HOLE IN EQUIPMENT BASE WITH AN ANCHOR. ADDITIONAL ANCHORS BEYOND

THE (4) MINIMUM MAY BE REQUIRED. VERIFY HOLE SIZE WITH THE EQUIPMENT DRAWINGS

PRIOR TO DRILLING ANCHORS. WHERE A LARGER HOLE SIZE IS USED, A LARGER ANCHOR

SHOULD BE PROVIDED. SEE B10/S501 FOR ADDITIONAL INFORMATION.

P E

R E

/S

1'-0"

(MIN)

EQUIPMENT

ANCHOR EQUIPMENT BASE TO CONC SLAB WITH

MINIMUM (4) 5/8" DIA (ASTM F1554 GR 36) HOT-DIPPED

GALVANIZED EPOXY ANCHORS, LOCATE (1) ANCHOR

AT EACH CORNER. HILTI HY-200 EPOXY OR EQUAL,

SEE S001. SEE NOTES 1 AND 2.

TOP OF

CONCRETE PAD

GRADE LEVEL

LOCATE ANCHOR IN

ACCORDANCE W/ EQUIPMENT

MANUFACTURER DRAWINGS

UNIT FRAME/CURB THICKNESS

ASSUMED TO BE 68 MIL (14 GA)

SEE PLAN & DETAIL

E10/S501 FOR CONC PAD

8" M

IN

B

ID

D

E R

D E

S

IG

N E

D

MIN

10"

GRADE LEVEL

4" M

IN

CHAIN LINK POST EMBEDMENT DEPTH & ADDL

FTG REINFORCING TO BE BIDDER-DESIGNED

(2) CONT #4 REBAR AT BOT (MIN)

CHAIN LINK FENCE & ATTACHMENT TO SLAB TO

BE BIDDER DESIGNED, CONTRACTOR TO COORD

WITH ARCH & MECH DRAWINGS FOR ADDL INFO

#4 REBAR TO MATCH SLAB

REBAR SPACING HOOK &

EMBED 2'-0" MIN INTO SLAB

CONC PAD THICKNESS &

REINFORCEMENT PER PLAN

MIN f'c = 3500 PSI REQD

(S E

E N

O T

E

1' -0

M

IN

NOTES:

1. LAP #4 REINFORCING 2'-0" AS REQUIRED.

2. DEPTH AND WIDTH MAY BE INCREASED AS REQUIRED FOR

BIDDER-DEISGNED FENCE POST EMBEDMENT.

#3 X AT FENCE

POST LOCATIONS, TYPICAL

2'-0"

CONTROL JOINT

CONSTRUCTION JOINT

1/8" MIN SAWCUT OR FORMED

CONST JT TO BE FILLED

W/ JOINT FILLER

VAPOR BARRIER OVER

SUB BASE PER

GEOTECHNICAL REPORT

SEE PLAN FOR

SLAB REINF

CUT HALF OF REINF AT CJ

NOTES:

1. CONSTRUCTION JOINT MAY BE USED AT ANY CONTROL JOINT SHOWN ON PLANS AT

CONTRACTORS OPTION.

2. REFER TO PLANS FOR SLAB THICKNESS AND REINFORCING.

3. CONTROL JOINTS TO BE SPACED AT 12'-0" ON CENTER MAXIMUM, EACH WAY. RATIO

OF DISTANCE BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANEL

SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE

CONSIDERED AS CONTROL JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS.

S E

E P

LA

N

"t

2" CLR, TYP

D E

P T

H

1/

4" S

LA

B 1/8" MIN SAWCUT OR FORMED

CJ TO BE FILLED

W/ JOINT FILLER

1'-4" LONG SMOOTH DWL BAR @ 12"

W/ DIA = t/8, INSTALL FLUSH AGAINST

UNDERSIDE OR PERP SLAB REINF

VAPOR BARRIER OVER SUB

BASE PER GEOTECHNICAL

REPORT

37358

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2024 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

6/14/

S501

TYPICAL CONCRETE DETAILS

009A

SAH EP

CONSTRUCTION

DOCUMENT

06/14/24

557-21-703

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

NTS B10TYPICAL CONCRETE ANCHOR

NTS C10TYPICAL EQUIPMENT ANCHORAGE

1" = 1'-0" E10EQUIPMENT PAD DETAIL

NTS C9TYPICAL SLAB ON GRADE JOINT DETAILS

Revisions: Date: 42 OF 102

32 5831302928272625

382120191817

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 60 61 62 63 64

IV TESTING

STAFF BREAK

CHANGE MGMT

USER

MECHANICAL

STORAGE

ELECTRICAL

CLOSET

RESTROOM

RESTROOM

RESTROOM

RESTROOM

IV SUPPORT

IV TESTING

MECHANICAL

HAC

STG

103A

TR

CORRIDOR

CR11-9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/1

/2

:3

:3

P

M

A u to d e s k D o c s /5

-2

-7

V

A G

A D u b lin E

H R

M T

A S

S /M

E C

H B

L D

G

A

.r v t

FP101

FIRE PROTECTION - OVERALL

009A

MGH/JW NBH

CONSTRUCTION

DOCUMENTS

06/14/2024

557-21-703

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

1/8" = 1'-0"

LEVEL 1 - FIRE PROTECTION - OVERALL

Revisions: Date:

PROJECT

NORTH

TRUE NORTH

(DASHED)

SEE SHEETS FP103 FOR ENLARGED PLAN

SEE SHEETS FP102 FOR ENLARGED PLAN

6/14/2024 43 OF 102

DETAIL AREA

PROJECT

NORTH

TRUE NORTH

(DASHED)

2120191817

1 2 3 4 5 6 7

IV TESTING

STAFF BREAK

CHANGE MGMT

USER

MECHANICAL

STORAGE

ELECTRICAL

CLOSET

RESTROOM

RESTROOM

RESTROOM

RESTROOM

M A

T C

H L

IN

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

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 RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/1

/2

:3

:3

P

M

A u to d e s k D o c s /5

-2

-7

V

A G

A D u b lin E

H R

M T

A S

S /M

E C

H B

L D

G

A

.r v t

FP102

FIRE PROTECTION - WEST

009A

MGH/JW NBH

CONSTRUCTION

DOCUMENTS

06/14/2024

557-21-703

RENOVATE BUILDING 9A FOR

EHRM ADMINISTRATIVE SPACE

CARL VINSON VA MEDICAL CENTER - DUBLIN, GA

GENERAL NOTES

1. COMPLY WITH THE REQUIREMENTS OF THE MOST CURRENT VERSION OF NFPA 13:

STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS.

2. COMPLY WITH VA DESIGN GUIDE LINES

3. FIRE PROTECTION TO BE A DEFERRED DESIGN.

4. COORDINATE EXACT LOCATION OF PIPING & FIXTURES WITH OTHER TRADES

5. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY, DRAWINGS ARE

DIAGRAMMATIC AND FOR DESIGN INTENT ONLY. DESIGN BUILD CONTRACTOR MUST

VERIFY ALL DIMENSIONS BY FIELD MEASUREMENT BEFORE BEGINNING ANY

FABRICATION OR CONSTRUCTION.

6. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS.

7. CONTRACTOR SHALL GET APPROVAL FOR ANY EXPOSED PIPE BY VA COR PRIOR TO

INSTALLATION

KEYNOTES

1 LIGHT HAZARD LEVEL FIRE PROTECTION REQUIRED IN THIS

AREA.

NEW QUICK RESPONSE FIRE PROTECTION HEADS TO TIE INTO EXISTING FIRE

PROTECTION LINE. FINAL LOCATION AND QUANTITY WILL BE DETERMINED IN THE

IN COMPLIANCE WITH APPLICABLE NFPA CODES.

KEY PLAN

3/16" = 1'-0"

LEVEL 1 - FP NEW RCP - WEST

PROJECT

NORTH

TRUE NORTH

(DASHED)

Revisions: Date:

6/14/2024 44 OF 102

DETAIL AREA

PROJECT

NORTH

TRUE NORTH

(DASHED)

32 5831302928272625

9 10 11 12 13 14 15 16 60 61 62 63 64

IV SUPPORT

IV TESTING

103 MECHANICAL

HAC

STG

103A

TR

CORRIDOR

CR11-9

21 21

CORRIDOR

CR11-9

M A

T C

H L

IN

E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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