Attachment - 04 Structural Drawings_100percent Bid Docs.pdf

NOTES:

ROOF STRUCTURE, RE: PLAN.

POST-INSTALLED ANCHOR TO ROOF STRUCTURE.

STRUT CHANNEL BRACE

ATTACHMENT TO EQUIPMENT / CABINET.

POST-INSTALLED ANCHOR INTO FLOOR SLAB, TYP

CONCRETE FLOOR SLAB, RE: PLAN. AVOID

DAMAGING REINFORCEMENT.

ANCHORAGE BRACKET PER EQUIPMENT

MANUFACTURER

EQUIPMENT / CABINET

1 2

5 6

CONTRACTOR SHALL PROVIDE

FINAL DESIGN IN COMPLIANCE

WITH SEISMIC REQUIREMENTS

OUTLINED IN THE SPECIFICATIONS

NOTES:

CONCRETE ANCHOR (TYP)

CONCRETE TOPPED METAL

DECK, RE: PLAN

STEEL ANGLE

THREADED ROD HANGER

NOTE: SUSPENDED LOADS AT EACH HANGER

SHALL NOT EXCEED 350 LBS.

1 2

CONTRACTOR SHALL PROVIDE

FINAL DESIGN IN COMPLIANCE

WITH SEISMIC REQUIREMENTS

OUTLINED IN THE SPECIFICATIONS

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

CONSULTANTS:

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC ENGINEER

SPUR DESIGN

2519 MADISON AVE., STE. 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVENUE, SUITE H2

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TECH ENGINEER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STRUCT ENGINEER

STAND STRUCTURAL ENGINEERING

8234 ROBINSON STREET

OVERLAND PARK, KS 66204

(913) 214-2169

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2023

ENGR REG. NO. F-17591 EXP. 02/29/2024

STAMP:

Drawing Number

Building Number

BUILDING 34 NOT SPRINKLERED. ALL OTHER BUILDINGS FULLY SPRINKLERED.

COMMISSIONING

ES2

13401 N. SANTA FE AVE

OKLAHOMA CITY, OK 73114

(405) 528-4500

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

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100% BID DOCUMENTS

STRUCTURAL GENERAL NOTES

TJSPWS

BONHAM EHRM

INFRASTRUCTURE

UPGRADES

06/05/2023

549A4-21-700

BONHAM MEDICAL CENTER

1201 E. 9TH STREET

BONHAM, TX 75418

S-001

1,2,3,4,8,9,10,11,12,24,29,&34

03_Abbreviation Schedule

Abbreviation Abbreviation Name

+/- PLUS OR MINUS

ADDNL ADDITIONAL

ADJ ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AR ANCHOR ROD

ARCH ARCHITECT OR ARCHITECTURAL

B/ BOTTOM OF

B/W BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BWP BRACED WALL PANEL

CFS COLD FORMED STEEL

CHKD CHECKED

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

db DIA OF REINF BAR, DIA OF BOLT

DBA DEFORMED BAR ANCHOR

DIA or Ø DIAMETER

DIAG DIAGONAL

DIR DIRECTION

DWL DOWEL

EA EACH

EE EXTENDED END

EJ EXPANSION JOINT

ELEV ELEVATION

EN EDGE NAILING

ENGR ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FDN FOUNDATION

FLG FLANGE

FLR FLOOR

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INT INTERIOR

JST JOIST

K KIPS (1000 LBS)

LCE COMPRESSION EMBEDMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SLOTTED HOLE

LTE TENSION EMBEDMENT LENGTH

LTS TENSION LAP SLICE LENGTH

LW LIGHTWEIGHT

MFCR MANUFACTURER

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OF OUTSIDE FACE

OPP OPPOSITE

OVS OVERSIZED

P/C PRECAST

PAF POWDER ACTUATED FASTENER

PAR PARALLEL

PEMB PRE-ENGINEERED METAL BUILDING

PEN PENETRATION

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RC REINFORCED CONCRETE

RE: REFER TO

REINF REINFORCING

REQD REQUIRED

RF RIGID FRAME

SC SLIP CRITICAL

SDS SELF DRILLING SCREW

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIR STIRRUPS

STL STEEL

SW SHEAR WALL

SYM SYMMETRIC

T&B TOP AND BOTTOM

T/ TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL DESIGN CRITERIA (2021 IBC AND ASCE 7-16):

1. BUILDING OCCUPANCY RISK CATEGORY:

BUILDING 1:..........................................................CRITICAL - IV BUILDING 2:..........................................................CRITICAL - IV BUILDING 3:..........................................................ANCILLARY - II BUILDING 4:..........................................................CRITICAL - IV BUILDING 8:..........................................................ANCILLARY - II BUILDING 9:..........................................................ANCILLARY - II BUILDING 10:........................................................ANCILLARY - II BUILDING 11:........................................................CRITICAL - IV BUILDING 12:........................................................ANCILLARY - II BUILDING 24:........................................................ESSENTIAL - III BUILDING 29:........................................................ESSENTIAL - III BUIDLING 34:........................................................ANCILLARY - II

2. LIVE LOADS [UNIFORM (PSF) / POINT LOADS (KIPS)]:

-- ROOF:………………………………………...............20 PSF / 300#

-- OFFICES:………………….…..…............................50 PSF + 15 PSF

PARTITIONS / 2.0 K

-- UPPER LEVEL CORRIDORS................................80 PSF / 2.0 K

-- RESIDENTIAL CORRIDORS……………………...40 PSF

-- GROUND LEVEL SLAB ........................................100 PSF / 2.0 K

-- STAIRS ................................................................100 PSF / 300# -- LOBBIES ..............................................................100 PSF / 2.0 K --SERVER ROOM.....................................................200 PSF / 2.5 K

3. ROOF SNOW LOAD:

-- GROUND SNOW LOAD (Pg):……………………....20 PSF -- FLAT ROOF SNOW LOAD (Pf): ...........................15.4 PSF W/ DRIFT -- MIN UNIFORM ROOF SNOW LOAD (Pm):…...….20 PSF (NO DRIFT OR RAIN) -- RAIN ON SNOW SURCHARGE (Prs) ..................5.0 PSF -- SNOW EXPOSURE FACTOR (Ce):………………..1.0, EXPOSURE B & C -- SNOW LOAD IMPORTANCE FACTOR (Is):….......1.0 -- THERMAL FACTOR (Ct):……………………….......1.0

– SLOPE FACTOR (CS).............................................1.0

4. WIND DESIGN DATA:

-- BASIC WIND SPEED (3 SEC GUST):……………...116 MPH

– ASD WIND SPEED, V(ASD)....................................90 MPH

-- WIND EXPOSURE:…………………………………..C

-- GROUND ELEVATION ABOVE SEA LEVEL……..610 FT

-- DIRECTIONALITY FACTOR (Kd) ..........................0.85

5. EARTHQUAKE DESIGN DATA:

-- SEISMIC IMPORTANCE FACTOR (Ie):………......1.0 -- MAPPED SPECTRAL RESP ACCEL (Ss / S1):…..0.146 / 0.066

-- SITE CLASS:………………………………………….D

-- SPECTRAL RESPONSE COEFF (SDS / SD1):……0.156 / 0.106

-- SEISMIC DESIGN CATEGORY:

--RISK CATEGORY IV BUILDINGS:...........C

--RISK CATEGORY II/III BUILDINGS:.........B

--NON-STRUCT COMPONENT IMPORTANCE FACTOR (Ip).........1.5

STRUCTURAL GENERAL NOTES:

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE "INTERNATIONAL

BUILDING CODE, 2021 EDITION" AS AMENDED AND ALL APPLICABLE VA DOCUMENTS,

INCLUDING HANDBOOK 18-8. REFER TO THE SPECIAL STRUCTURAL INSPECTION

NOTES FOR ADDITIONAL REQUIREMENTS.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO

COMMENCING WORK.

3. IF DISCREPANCIES EXIST BETWEEN STRUCTURAL PLANS, ARCHITECTURAL

PLANS, OTHER PLANS, OR SPECIFICATIONS, THE CONTRACTOR OR

SUBCONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR CLARIFICATION FROM

THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER

THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S

RESPONSIBILITY TO EXECUTE AND DETERMINE FINAL ERECTION PROCEDURES,

SEQUENCING AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT

PARTS DURING ERECTION. THIS INCLUDES WHATEVER SHORING, SHEETING,

TEMPORARY BRACING, GUYING OR TIE DOWNS WHICH MIGHT BE NECESSARY.

5. THE STRUCTURE AND FOUNDATIONS ARE NOT DESIGNED OR ANALYZED FOR

FUTURE EXPANSION.

6. FABRICATORS AND SUPPLIERS SHALL CLEARLY NOTE AND HIGHLIGHT CHANGES

MADE IN SHOP DRAWINGS, WHICH DO NOT COMPLY WITH THE CONTRACT

DOCUMENTS.

7. COLUMNS, BEAMS, JOISTS, OR TRUSSES SHALL NOT BE FIELD CUT OR TRIMMED

FOR ANY REASON WITHOUT THE WRITTEN APPROVAL OF THE

ARCHITECT/ENGINEER.

8. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

REVIEWED BY THE ARCHITECT/ENGINEER BEFORE PLACEMENT THROUGH

STRUCTURAL MEMBERS.

9. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS

DO NOT COINCIDE WITH EQUIPMENT SHOWN ON THE PLANS, COORDINATE

ADJUSTMENTS WITH THE ARCHITECT.

10. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

11. BEAMS, COLUMNS, WALLS AND FOOTING CENTERS SHALL BE CENTERED UNDER

SUPPORTING MEMBERS (TYPICAL UNLESS NOTED OTHERWISE).

12. DELEGATED DESIGN - DEFERRED SUBMITTALS SHALL BE SIGNED/ SEALED

PRIOR TO SUBMITTAL FOR REVIEW. THESE INCLUDE:

A. NON-STRCTURAL COMPONENT SEISMIC BRACING

SUBMIT THESE SHOP DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL

ENGINEER LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT SHALL

BE FURNISHED TO THE ENGINEER OF RECORD FOR REVIEW. CONTRACTOR SHALL

SUBMIT COPIES OF DEFERRED SUBMITTALS TO BUILDING DEPARTMENT AFTER

ARCH/ENG REVIEW.

13. TYPICAL DETAILS ARE SHOWN ON SHEETS DESIGNATED "S0XX". THE INCLUDED

TYPICAL DETAILS MAY OR MAY NOT BE CUT / REFERENCED ON PLANS OR

SECTIONS, BUT ARE TO BE USED AS APPLICABLE

SPECIAL INSPECTIONS:

1. PROVIDE SPECIAL STRUCTURAL INSPECTIONS AND VERIFICATIONS BY A THIRD

PARTY MEETING THE REQUIREMENTS OF CHAPTER 17 OF THE BUILDING CODE AND

THE BUILDING OFFICIAL.

2. SPECIAL INSPECTORS SHALL BE QUALIFIED AND FURNISH THEIR REPORTS IN A

TIMELY MANNER TO THE CONTRACTOR, BUILDING OFFICIALS, ARCHITECT, AND/OR

ENGINEER

3. SHOULD INSPECTOR IDENTIFY ANY DISCREPANCY, THEY SHALL NOTIFY

CONTRACTOR FIRST, AND THEN ARCHT/ ENGINEER IMMEDIATELY THEREAFTER IF

CORRECTIVE ACTION IS NEEDED.

4. SPECIAL INSPECTIONS AS REQUIRED BY CODE:

A. NON-STRUCTURAL COMPONENTS: SECTION 1705.14.2, CERTIFICATE OF

COMPLIANCE FOR SEISMIC QUALIFICATION SHALL BE SUBMITTED TO THE BUILDING

OFFICIAL. COMPLIANCE SHALL BE DETERMINED BY MEANS OF ANALYSIS, TESTING

AND/OR EXPERIENCE IN ACCORDANCE WITH ASCE 7-16 13.2.1 ITEM 2.

B. DESIGNATED SEISMIC SYSTEMS: SECTION 1705.14.3, CERTIFICATE OF

COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. COMPLIANCE

SHALL BE DETERMINED BY MEANS AS DESCRIBED IN ASCE 7-16 13.2.2.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHAPES AND PLATE MATERIAL REQUIREMENTS (TYPICAL

UNLESS NOTED OTHERWISE):

a. WIDE FLANGE SHAPES - ASTM A992 (FY = 50 KSI MIN.)

b. CHANNELS, ANGLES, AND PLATES: - ASTM A36 (FY = 36 KSI MIN)

c. ROUND HSS - ASTM A500, GR B (FY = 42 KSI)

d. RECTANGULAR HSS - ASTM A500, GR B (FY = 46 KSI)

e. PIPE - ASTM A53, GR B (FY = 35 KSI)

f. ANCHOR RODS - ASTM F1554 (FY = 36 KSI MIN.),

g. ADHESIVE ANCHORS - SIMPSON SET-3G, HILTI HIT-HY 200, OR

EQUIVALENT

2. STRUCTURAL STEEL SHALL BE NEW AND MEET THE 15TH EDITION A.I.S.C.

“SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES”, AND THE

“CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND BRIDGES”,

EXCLUDING SECTION 4.4.1.B.

3. THE STRUCTURAL STEEL FABRICATOR SHALL BE AN AISC QUALITY CERTIFIED

COMPANY FOR THE CATEGORY OF WORK IN THIS PROJECT OR PROVIDE A QUALITY

ASSURANCE PLAN AND SPECIAL INSPECTIONS AS DEFINED IN THE CODE.

4. USE STANDARD AISC FRAMING CONNECTIONS WITH A325-N BOLTS, F436

WASHERS, AND A563 HEAVY-HEX NUTS AS REQUIRED, UNLESS NOTED OTHERWISE.

5. STEEL BEAMS SHALL BE FABRICATED WITH MILL CAMBER UP.

6. WELDING SHALL CONFORM TO THE CURRENT AND APPLICABLE AWS STANDARDS

AND BE COMPLETED BY AN AWS CERTIFIED WELDER. ALL WELDS SHALL UTILIZE

E70xx ELECTRODES. SHOP DRAWINGS SHALL SHOW FIELD WELDS, AS

APPROPRIATE.

a. AWS D1.1 - STRUCTURAL WELDING CODE - STEEL

b. AWS D1.3 - STRUCTURAL WELDING CODE - SHEET STEEL

c. AWS D1.6 - STRUCTURAL WELDING CODE - STAINLESS STEEL

7. WELD SIZES SHALL BE INCREASED TO MEET THE REQUIRED EFFECTIVE THROAT

WIDTH IF GAPS EXIST AT THE FAYING SURFACE.

8. NO COLUMN OR BEAM SPLICES, UNLESS CLEARLY INDICATED ON THE

STRUCTURAL DRAWINGS, WILL BE ALLOWED WITHOUT WRITTEN APPROVAL OF THE

STRUCTURAL ENGINEER.

9. SEE ARCHITECTURAL PLANS FOR FIREPROOFING & FINISHING REQUIREMENTS,

AND COORDINATE STEEL PRIMING & COATINGS ACCORDINGLY.

10. GROUT WHERE INDICATED ON PLANS AT BASE PLATES SHALL BE NON-METALLIC

NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS

CONFORMING TO ASTM C1107

11. ALL POST-INSTALLED ANCHORS WHERE NOTED SHALL BE MANUFACTURED BY

SIMPSON STRONG-TIE OR HILTI, INC. AND INSTALLED PER MANUFACTURER'S

SPECIFICATIONS. SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW AND

APPROVAL WITH APPROPRIATE IC-ES EVALUATION REPORTS.

12. ALL STEEL AND ASSOCIATED FASTENERS NOT PROTECTED FROM WEATHER OR

WHOLLY WITHIN A CONDITIONED SPACE (INCLUDING ALL MASONRY LINTELS) SHALL

BE HOT DIPPED GALVANIZED PER ASTM A123.

3/4" = 1'-0"

CONCEPTUAL EQUIPMENT BRACING AND ANCHORAGE DETAILS

1 1/2" = 1'-0"

CONCEPTUAL HANGER ATTACHMENT DETAIL2

SPUR #: 2216No. REVISION DESCRIPTION DATE

06/05/2307/07/2023 07/07/2023

MAX WT:

160 LB

MAX WT:

160 LB

MAX WT:

570 LB

MAX WT:

570 LB

MAX WT:

160 LB

MAX WT:

160 LB

SHEET NOTES:

A. REFERENCE SHEET S-00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN. CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS

C. ROOF PENETRATIONS FOR NEW ROOFTOP EQUIPMENT SHALL NOT CUT THROUGHT EXIST STEEL OR

CONC BEAMS AND JOISTS. CONTRACTOR TO COORD PENETRATIONS ACCORDINGLY.

PLAN NOTES:

ROOF STRUCTURE IS 2" PRECAST CONCRETE PLANKS. ANCHOR EQUIPMENT

RAILS W/ 1/4" TAPCON SCREWS x 1 1/2" LONG @ 12” AROUND THE RAIL BASE

ROOF STRUCTURE IS UNKNOWN. CONTRACTOR TO COORDINATE EXISTING ROOF

STRUCTURE W/ STRUCTURAL ENGINEER DURING CONSTRUCTION. ATTACHMENT

WILL LIKELY BE PER PLAN NOTE 3 OR 4 BELOW

ROOF STRUCTURE IS 1.5" 20GA TYPE B DECK. MAX SPAN BETWEEN SUPPORTS

IS 6'-4". ANCHOR EQUIPMENT RAILS TO METAL DECK WITH #12 SCREWS @ 6" OC

AROUND PERIMETER OF RAILS. RAIL LENGTH SHALL BE "AS REQD", BUT SHALL

BE 2'-0" LONG MIN.

ROOF STRUCTURE IS ONE WAY CONCRETE JOIST CONSTRUCTION.

CONTRACTOR TO CONFIRM THAT JOIST CONSTRUCTION. SLAB THICKNESS IS

ASSUMED TO BE 2" THICK. CONTACT ENGINEER SLAB THICKNESS ARE SMALLER

THAN PRESUMED. ANCHOR EQUIPMENT RAILS TO CONC W/ 1/4" DIA TAPCON

SCREWS X 1.5" LONG @ 12" OC AROUND PERIMETER OF RAIL BASE.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

CONSULTANTS:

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC ENGINEER

SPUR DESIGN

2519 MADISON AVE., STE. 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVENUE, SUITE H2

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TECH ENGINEER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STRUCT ENGINEER

STAND STRUCTURAL ENGINEERING

8234 ROBINSON STREET

OVERLAND PARK, KS 66204

(913) 214-2169

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2023

ENGR REG. NO. F-17591 EXP. 02/29/2024

STAMP:

Drawing Number

Building Number

BUILDING 34 NOT SPRINKLERED. ALL OTHER BUILDINGS FULLY SPRINKLERED.

COMMISSIONING

ES2

13401 N. SANTA FE AVE

OKLAHOMA CITY, OK 73114

(405) 528-4500

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L E

D U

N C

L A

S S

IF

IE

D I

N F

O R

M A

T

IO

N

C U

I)

/3

/2

:0

:4

P

M

100% BID DOCUMENTS

BUILDINGS 1 ROOF PLAN

TJSPWS

BONHAM EHRM

INFRASTRUCTURE

UPGRADES

06/05/2023

549A4-21-700

BONHAM MEDICAL CENTER

1201 E. 9TH STREET

BONHAM, TX 75418

S-201

1,2,3,4,8,9,10,11,12,24,29,&34

N

1/16" = 1'-0"

BLDG 1 - ROOF PLAN

No. REVISION DESCRIPTION DATE

MAX WT:

160 LB

MAX WT:

160 LB

MAX WT:

160 LB

MAX WT:

160 LB

MAX WT:

160 LB

SHEET NOTES:

A. REFERENCE SHEET S-00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN. CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS

C. ROOF PENETRATIONS FOR NEW ROOFTOP EQUIPMENT SHALL NOT CUT THROUGHT EXIST STEEL OR

CONC BEAMS AND JOISTS. CONTRACTOR TO COORD PENETRATIONS ACCORDINGLY.

PLAN NOTES:

ROOF STRUCTURE IS 2" PRECAST CONCRETE PLANKS. ANCHOR EQUIPMENT

RAILS W/ 1/4" TAPCON SCREWS x 1 1/2" LONG @ 12” AROUND THE RAIL BASE

ROOF STRUCTURE IS UNKNOWN. CONTRACTOR TO COORDINATE EXISTING ROOF

STRUCTURE W/ STRUCTURAL ENGINEER DURING CONSTRUCTION. ATTACHMENT

WILL LIKELY BE PER PLAN NOTE 3 OR 4 BELOW

ROOF STRUCTURE IS 1.5" 20GA TYPE B DECK. MAX SPAN BETWEEN SUPPORTS

IS 6'-4". ANCHOR EQUIPMENT RAILS TO METAL DECK WITH #12 SCREWS @ 6" OC

AROUND PERIMETER OF RAILS. RAIL LENGTH SHALL BE "AS REQD", BUT SHALL

BE 2'-0" LONG MIN.

ROOF STRUCTURE IS ONE WAY CONCRETE JOIST CONSTRUCTION.

CONTRACTOR TO CONFIRM THAT JOIST CONSTRUCTION. SLAB THICKNESS IS

ASSUMED TO BE 2" THICK. CONTACT ENGINEER SLAB THICKNESS ARE SMALLER

THAN PRESUMED. ANCHOR EQUIPMENT RAILS TO CONC W/ 1/4" DIA TAPCON

SCREWS X 1.5" LONG @ 12" OC AROUND PERIMETER OF RAIL BASE.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

CONSULTANTS:

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC ENGINEER

SPUR DESIGN

2519 MADISON AVE., STE. 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVENUE, SUITE H2

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TECH ENGINEER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STRUCT ENGINEER

STAND STRUCTURAL ENGINEERING

8234 ROBINSON STREET

OVERLAND PARK, KS 66204

(913) 214-2169

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2023

ENGR REG. NO. F-17591 EXP. 02/29/2024

STAMP:

Drawing Number

Building Number

BUILDING 34 NOT SPRINKLERED. ALL OTHER BUILDINGS FULLY SPRINKLERED.

COMMISSIONING

ES2

13401 N. SANTA FE AVE

OKLAHOMA CITY, OK 73114

(405) 528-4500

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L E

D U

N C

L A

S S

IF

IE

D I

N F

O R

M A

T

IO

N

C U

I)

/3

/2

:0

:4

P

M

100% BID DOCUMENTS

BUILDINGS 2 & 3 ROOF PLANS

TJSPWS

BONHAM EHRM

INFRASTRUCTURE

UPGRADES

06/05/2023

549A4-21-700

BONHAM MEDICAL CENTER

1201 E. 9TH STREET

BONHAM, TX 75418

S-202

1,2,3,4,8,9,10,11,12,24,29,&34

N

1/16" = 1'-0"

BLDG 2 - ROOF PLAN1

N

1/16" = 1'-0"

BLDG 3 - ROOF PLAN2

LEVEL 1

ROOF

LEVEL 2 ROOF

PENTHOUSE

LEVEL 1

ROOF

LEVEL 1 ROOF

LEVEL 1 ROOF

OVER HANG

LEVEL 1 ROOF

LEVEL 2 ROOF

SLOPED CANOPY

LEVEL 1 ROOF

LEVEL 1 ROOF LOWER

LEVEL 1 ROOF

LEVEL 2 ROOF

SLOPED CANOPY

MAX WT:

160 LB2

MAX WT:

160 LB2

MAX WT:

160 LB 2

MAX WT:

160 LB 2

SHEET NOTES:

A. REFERENCE SHEET S-00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN. CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS

C. ROOF PENETRATIONS FOR NEW ROOFTOP EQUIPMENT SHALL NOT CUT THROUGHT EXIST STEEL OR

CONC BEAMS AND JOISTS. CONTRACTOR TO COORD PENETRATIONS ACCORDINGLY.

PLAN NOTES:

ROOF STRUCTURE IS 2" PRECAST CONCRETE PLANKS. ANCHOR EQUIPMENT

RAILS W/ 1/4" TAPCON SCREWS x 1 1/2" LONG @ 12” AROUND THE RAIL BASE

ROOF STRUCTURE IS UNKNOWN. CONTRACTOR TO COORDINATE EXISTING ROOF

STRUCTURE W/ STRUCTURAL ENGINEER DURING CONSTRUCTION. ATTACHMENT

WILL LIKELY BE PER PLAN NOTE 3 OR 4 BELOW

ROOF STRUCTURE IS 1.5" 20GA TYPE B DECK. MAX SPAN BETWEEN SUPPORTS

IS 6'-4". ANCHOR EQUIPMENT RAILS TO METAL DECK WITH #12 SCREWS @ 6" OC

AROUND PERIMETER OF RAILS. RAIL LENGTH SHALL BE "AS REQD", BUT SHALL

BE 2'-0" LONG MIN.

ROOF STRUCTURE IS ONE WAY CONCRETE JOIST CONSTRUCTION.

CONTRACTOR TO CONFIRM THAT JOIST CONSTRUCTION. SLAB THICKNESS IS

ASSUMED TO BE 2" THICK. CONTACT ENGINEER SLAB THICKNESS ARE SMALLER

THAN PRESUMED. ANCHOR EQUIPMENT RAILS TO CONC W/ 1/4" DIA TAPCON

SCREWS X 1.5" LONG @ 12" OC AROUND PERIMETER OF RAIL BASE.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

CONSULTANTS:

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC ENGINEER

SPUR DESIGN

2519 MADISON AVE., STE. 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVENUE, SUITE H2

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TECH ENGINEER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STRUCT ENGINEER

STAND STRUCTURAL ENGINEERING

8234 ROBINSON STREET

OVERLAND PARK, KS 66204

(913) 214-2169

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2023

ENGR REG. NO. F-17591 EXP. 02/29/2024

STAMP:

Drawing Number

Building Number

BUILDING 34 NOT SPRINKLERED. ALL OTHER BUILDINGS FULLY SPRINKLERED.

COMMISSIONING

ES2

13401 N. SANTA FE AVE

OKLAHOMA CITY, OK 73114

(405) 528-4500

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L E

D U

N C

L A

S S

IF

IE

D I

N F

O R

M A

T

IO

N

C U

I)

/3

/2

:0

:4

P

M

100% BID DOCUMENTS

BUILDINGS 4, 9, 10, & 12 ROOF PLANS

TJSPWS

BONHAM EHRM

INFRASTRUCTURE

UPGRADES

06/05/2023

549A4-21-700

BONHAM MEDICAL CENTER

1201 E. 9TH STREET

BONHAM, TX 75418

S-203

1,2,3,4,8,9,10,11,12,24,29,&34

N

1/16" = 1'-0"

BLDG 4 - ROOF PLAN1

N

1/16" = 1'-0"

BLDG 12 - ROOF PLAN2

N

1/16" = 1'-0"

BLDG 10 - ROOF PLAN4

N

1/16" = 1'-0"

BLDG 9 - ROOF PLAN

LEVEL 1 ROOF

SLOPED

CANOPY

SLOPED

CONNECTING CORRIDOR

LEVEL 2 ROOF

LEVEL 2 ROOF

LEVEL 2 ROOF

LEVEL 2 ROOF UPPER

LEVEL 2 ROOF UPPER

LEVEL 2 ROOF UPPER

LEVEL 2 ROOF UPPER

LEVEL 2 ROOF UPPER

LEVEL 1 ROOF

MAX WT:

160 LB

MAX WT:

160 LB

SHEET NOTES:

A. REFERENCE SHEET S-00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN. CONTRACTOR TO FIELD

VERIFY ALL DIMENSIONS

C. ROOF PENETRATIONS FOR NEW ROOFTOP EQUIPMENT SHALL NOT CUT THROUGHT EXIST STEEL OR

CONC BEAMS AND JOISTS. CONTRACTOR TO COORD PENETRATIONS ACCORDINGLY.

PLAN NOTES:

ROOF STRUCTURE IS 2" PRECAST CONCRETE PLANKS. ANCHOR EQUIPMENT

RAILS W/ 1/4" TAPCON SCREWS x 1 1/2" LONG @ 12” AROUND THE RAIL BASE

ROOF STRUCTURE IS UNKNOWN. CONTRACTOR TO COORDINATE EXISTING ROOF

STRUCTURE W/ STRUCTURAL ENGINEER DURING CONSTRUCTION. ATTACHMENT

WILL LIKELY BE PER PLAN NOTE 3 OR 4 BELOW

ROOF STRUCTURE IS 1.5" 20GA TYPE B DECK. MAX SPAN BETWEEN SUPPORTS

IS 6'-4". ANCHOR EQUIPMENT RAILS TO METAL DECK WITH #12 SCREWS @ 6" OC

AROUND PERIMETER OF RAILS. RAIL LENGTH SHALL BE "AS REQD", BUT SHALL

BE 2'-0" LONG MIN.

ROOF STRUCTURE IS ONE WAY CONCRETE JOIST CONSTRUCTION.

CONTRACTOR TO CONFIRM THAT JOIST CONSTRUCTION. SLAB THICKNESS IS

ASSUMED TO BE 2" THICK. CONTACT ENGINEER SLAB THICKNESS ARE SMALLER

THAN PRESUMED. ANCHOR EQUIPMENT RAILS TO CONC W/ 1/4" DIA TAPCON

SCREWS X 1.5" LONG @ 12" OC AROUND PERIMETER OF RAIL BASE.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

CONSULTANTS:

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC ENGINEER

SPUR DESIGN

2519 MADISON AVE., STE. 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVENUE, SUITE H2

EDMOND, OK 73003

(405) 856-2965

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

TECH ENGINEER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 86301

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STRUCT ENGINEER

STAND STRUCTURAL ENGINEERING

8234 ROBINSON STREET

OVERLAND PARK, KS 66204

(913) 214-2169

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2023

ENGR REG. NO. F-17591 EXP. 02/29/2024

STAMP:

Drawing Number

Building Number

BUILDING 34 NOT SPRINKLERED. ALL OTHER BUILDINGS FULLY SPRINKLERED.

COMMISSIONING

ES2

13401 N. SANTA FE AVE

OKLAHOMA CITY, OK 73114

(405) 528-4500

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

C O

N T

R O

L L E

D U

N C

L A

S S

IF

IE

D I

N F

O R

M A

T

IO

N

C U

I)

/3

/2

:0

:4

P

M

100% BID DOCUMENTS

BUILDING 24 ROOF PLAN

TJSPWS

BONHAM EHRM

INFRASTRUCTURE

UPGRADES

06/05/2023

549A4-21-700

BONHAM MEDICAL CENTER

1201 E. 9TH STREET

BONHAM, TX 75418

S-204

1,2,3,4,8,9,10,11,12,24,29,&34

N 1/16" = 1'-0"

BLDG 24 - ROOF PLAN1