03_Structural.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 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

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH FIRM REG. NO. 20314270 EXP. 06/30/2023

ENGR FIRM REG. NO. 06253 EXP. 06/30/2024

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

STRUCT ENGR

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

COMMISSIONING

ES2

13401 N SANTE FE AVE

OKLAHOMA CITY, OK

(405) 528-4500

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 86301

(928) 774-0992

MECH / ELEC / PLUMB ENGR

SPUR DESIGN

2519 MADISON AVENUE, STE 100

KANSAS CITY, MO 64108

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

PHYSICAL SECURITY

OF 75

/1

/2

:0

:1

A

M

STRUCTURAL GENERAL NOTES

TJSPWS

FINAL BID DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADE - TIER 2

06/02/2023

22325

CHALMERS P. WYLIE VA

420 NORTH JAMES ROAD

COLUMBUS, OHIO 43219-1834

S-001

BLDG 1, ENERGY BLDG, & ENGR BLDG

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 IV.

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

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

-- STAIRS ................................................................100 PSF / 300# -- LOBBIES ..............................................................100 PSF / 2.0 K

-- ACCESS FLOOR / SERVER ROOM.....................100 PSF / 2.0 K

3. ROOF SNOW LOAD:

-- GROUND SNOW LOAD (Pg):……………………....20 PSF -- FLAT ROOF SNOW LOAD (Pf): ...........................18.5 PSF + DRIFT -- MIN UNIFORM ROOF SNOW LOAD (Pm):…...….24 PSF (NO DRIFT OR RAIN) -- RAIN ON SNOW SURCHARGE (Prs) ...................0 PSF -- SNOW EXPOSURE FACTOR (Ce):………………..1.0, EXPOSURE B & C -- SNOW LOAD IMPORTANCE FACTOR (Is):….......1.2 -- THERMAL FACTOR (Ct):……………………….......1.1 (just above freezing)

4. WIND DESIGN DATA:

-- BASIC WIND SPEED (3 SEC GUST):……………..119 MPH

-- WIND EXPOSURE:…………………………………..C

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

5. EARTHQUAKE DESIGN DATA:

-- SEISMIC IMPORTANCE FACTOR (Ie):………......1.5

-- NONSTRUCTURAL COMPONENT IMPORTANCE

FACTOR (Ip):…….....................................…...1.5 -- MAPPED SPECTRAL RESP ACCEL (Ss / S1):…..0.118 / 0.06

-- SITE CLASS:………………………………………….D

-- SPECTRAL RESPONSE COEFF (Sds / Sd1):……0.126 / 0.095

-- SEISMIC DESIGN CATEGORY:……………………C

-- SEISMIC FORCE RESISTING SYSTEM:…………NON-BUILDING STRUCTURE

(ASCE 7-16 TABLE 15.4-2)

6. GUARD RAILS:.........................................................50 PLF, AND/OR 200#

CONCENTRATED LOAD APPLIED IN ANY DIRECTION.

STRUCTURAL GENERAL NOTES:

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE "INTERNATIONAL

BUILDING CODE, 2021 EDITION" 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

IMMEDIATELY.

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 INSURE 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 DESIGNED FOR A ONE-STORY

ADDITION.

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 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).

12. FOR DEFERRED SUBMITTALS (E.G. HELICAL PILES AND SEISMIC BRACING),

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 REIVEW.

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.

STRUCTURAL STEEL:

1. SUBMIT SHOP DRAWINGS FOR STEEL.

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.),

2. STRUCTURAL STEEL SHALL BE NEW AND MEET THE 13TH 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. BOLTS IN MOMENT AND BRACED FRAME CONNECTIONS SHALL BE PRE-

TENSIONED. ALL A490 BOLTS SHALL BE PRE-TENSIONED. OTHER BOLTED

CONNECTIONS USING A325 BOLTS MAY BE SNUG-TIGHTENED, UNLESS NOTED

OTHERWISE.

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

7. 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

8. WELD SIZES SHALL BE INCREASED TO MEET THE REQUIRED EFFECTIVE

THROAT WIDTH IF GAPS EXIST AT THE FAYING SURFACE

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

STRUCTURAL DRAWINGS, WILL BE ALLOWED WITHOUT WRITTEN APPROVAL OF

THE STRUCTURAL ENGINEER.

10. SEE ARCHITECTURAL PLANS FOR FIREPROOFING & FINISHING

REQUIREMENTS, AND COORDINATE STEEL PRIMING & COATINGS ACCORDINGLY.

11. 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

12. 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.

13. ALL STEEL NOT PROTECTED FROM WEATHER AND WHOLLY WITHIN A

CONDITIONED SPACE (INCLUDING ALL MASONRY LINTELS) SHALL BE HOT DIPPED

GALVANIZED PER ASTM A123.

SPECIAL INSPECTIONS

1. PROVIDE SPECIAL STRUCTURAL INSPECTIONS AND VERIFICATIONS BY A

THIRD PARTY MEETING THE REQUIRMENTS OF CHAPTER 17 OF THE

BUILDING CODE AND THE BUILDING OFFICAL.

2. SPECIAL INSPECTORS SHALL BE QUALIFIED AND FURNISH THEIR

REPORTS IN A TIMELY MANNER TO THE CONTRACTOR, BUILDING OFFICALS,

ARCHITECT, AND/R ENGINEER

3. SHOULD INSPECTOR IDENTIFY ANY DISCREPANCY, THEY SHAL NOTIFY

CONTRACTOR FIRST, AND THEN ARCHT/ ENGINEER IMMEDIATELY

THEREAFTER IF CORRECTIVE ACTION IS NEEDED.

4. SPECIAL INSPECTIONS AS REQUIRED BY CODE:

A. STEEL: SECTION 1705.2, AISC 360, AND TABLE 1705.2.2. PERIODIC

OBSERVATIONS OF CONNECTION, ALL BRACED-FRAME CONNECTIONS,

WELDERS & FIELD WELDING.

B. CONCRETE: SECTION 1705.3 AND TABLE 1705.3 CONCRETE MATERIAL

SAMPLING AND TESTING, REBAR OBSERVATIONS. TAKE SET OF (3)

CYLINDERS FOR EVERY 50 C.Y., BUT NOT LESS THAN ONE SET OF

SAMPLES PER DAY'S WORK AND PER MIX.

C. EARTHWORK: FOUNDATION BEARING, EXCAVATION, FILL PLACEMENT.

3/4" = 1'-0"

CONCEPTUAL EQUIPMENT BRACING AND ANCHORAGE DETAILS1

1 1/2" = 1'-0"

CONCEPTUAL HANGER ATTACHMENT DETAIL2

No. REVISION DESCRIPTION DATE

04/20/202306/02/2023

DN

VD

DN

PLAN NOTES:

EXISTING ROOF DECK SPAN DIRECTION

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

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

6" OC AROUND PERIMETER OF RAILS. RAIL LENGTH SHALL BE "AS REQD" TO

PROVIDE SUPPORT FOR THE UNITS, BUT SHALL BE 2'-0" LONG MIN.

ROOF STRUCTURE IS 6.5" THICK COMPOSITE SLAB (3.5" CONC OVER 3" 20 GA

DECK. ANCHOR EQUIPMENT RAILS TO CONCRETE W/ 1/4" X 1.5" LONG TAPCON

SCREWS @ 12" OC AROUND PERIMETER OF RAILS.

ROOF STRUCTURE IS UNKNOWN. CONTRACTOR TO COORDINATE EXISTING ROOF

STRUCTURE W/ STRUCTURAL ENGINEER DURING CONSTRUCTION

SHEET NOTES:

A. REFERENCE SHEET S00x FOR STRUCTURAL GENERAL NOTES. REVIEW NOTES & DETAILS

FOR APPLICABILITY.

B. SEE ARCHITECTURAL DRAWING FOR DETAILS & DIMENSIONS NOT SHOWN.

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

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH FIRM REG. NO. 20314270 EXP. 06/30/2023

ENGR FIRM REG. NO. 06253 EXP. 06/30/2024

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST ST.

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT (RSH)

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

STRUCT ENGR

STAND (SEI)

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

COMMISSIONING

ES2

13401 N SANTE FE AVE

OKLAHOMA CITY, OK

(405) 528-4500

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

TELECOMMUNICATION

ASPEN COMMUNICATIONS

7 KIJI-DAVA CIRCLE, STE A

PRESCOTT, AZ 86301

(928) 774-0992

MECH / ELEC / PLUMB ENGR

SPUR DESIGN

2519 MADISON AVENUE, STE 100

KANSAS CITY, MO 64108

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

PHYSICAL SECURITY

OF 75

/1

/2

:0

:1

A

M

REFERENCE PLANS - BLDG 1 - LEVELS 3

& 4, ENERGY, & ENGINEERING

TJSPWS

FINAL BID DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADE - TIER 2

06/02/2023

22325

CHALMERS P. WYLIE VA

420 NORTH JAMES ROAD

COLUMBUS, OHIO 43219-1834

S-102

BLDG 1, ENERGY BLDG, & ENGR BLDG

N

1" = 40'-0"

BLDG 1 - LEVEL 3 - REFERENCE PLAN1

N

1" = 40'-0"

BLDG 1 - LEVEL 4 - REFERENCE PLAN2

N

1" = 40'-0"

ENERGY BLDG - LEVEL 2 - REFERENCE PLAN4

N

1" = 40'-0"

BLDG 1 - LEVEL 4 - REFERENCE PLAN3

No. REVISION DESCRIPTION DATE

04/20/202306/02/2023