Attachment_A_-_Drawings.pdf

Y#.#

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LEVEL

#'-##" AFF

J1

123A

X X

Room name

A100

A.F.F.

X

1'-0"

TRUE

Partition Type

Door Tag

Window Tag

Keyed Note

Ceiling Tag X = Material

Floor Transition Tag X = Material

Control Point

Revision Tag

Centerline Mark

Existing Construction shown Halftone

Demolished Items shown Dashed

New Construction shown Solid

Elevation Mark X = Elevation Number Y#.# = Sheet Number

North Arrow & True North Indicator

Section Mark X = Elevation Number Y#.# = Sheet Number

Detail Mark X = Elevation Number Y#.# = Sheet Number

Room Tag XXX = Room Number

Detail / Plan Callout X = Elevation Number Y#.# = Sheet Number

Elevation Datum

New Column Line

Existing Column Line

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SIM

123A

02.03

Refer to Partition Type Sheet

Sioux Falls

USGS Earth Resources

Observation and

Science Center29

USGS Earth Resources

Observation and Science Center

252nd Street th

A v e n u e

47914 252nd Street Sioux Falls, SD 57198

Approx. Area of Work

N

P ro je ct

Project No.

1 Memorial Dr, Suite 1800 St. Louis, MO 63102

Main: 314.621.4343 Fax: 314.621.0261 fox@fox-arch.com www.fox-arch.com

S he et T itl e

Issued for Construction

Sheet No.

The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments of service or other documents not exhibiting this seal shall not be considered prepared by this architect. This architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.

This drawings and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect.

Not To ScaleIndex To Drawings Location Plan

SENSATIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE

UNITED STATES GOVERNMENT.

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED RECIPIENTS IS

PROHIBITED

Do not remove this notice Properly destroy or return documents when no longer needed.

South Dakota Certificate of Authority No.: 0002868189

C

U se rs \z fo pp e\ D oc um en ts

\1

6.

U

S G

S S

D E

R O

S

P ha se

F lu id C oo le rs zf op pe fo x-ar ch

.c om

.r vt

6/12/2020 12:14:03 PM

C ov er S he et

CS0.01

P ha se I:

E R

O S

F lu id C oo le rs D es ig n S er vi ce s

1936.00

B

ID

D O

C U

M

EN

TS

06/12/2020

2n d

S tr ee t

S io ux F al ls

, S D

MEP Engineer SSC Engineering Contact: Ethan Schmitt

Structural Engineer SSC Engineering Contact: Michael Vande Velde

Project No: 1936.00

Project Issue Date: 06/12/2020

47914 252nd Street Sioux Falls, SD 57198

Phase I: 1996 Cooling Towers

BID DOCUMENTS

Architect Fox Architects Contact: Zach Foppe

Owner US Geological Survey Contact: Jesse Boyer

Owner

US Geological Survey

47914 252nd Street

Soiux Falls, SD 57198

605-594-2644

Contact: Jesse Boyer jboyer@usgs.gov

Architect

Fox Architects

1 Memorial Dr STE. 1800

St. Louis, MO 63102

314-621-4343

Contact: Zach Foppe zfoppe@fox-arch.com

SSC Engineering

18207 Edison Ave.

St Louis, MO 63005

636-530-7770

Contact: Ethan Schmitt eschmitt@sscengineering.com

MEP Engineer Structural Engineer

SSC Engineering

18207 Edison Ave.

St. Louis, MO 63005

636-530-7770

Contact: Michael Vande Velde mvandevelde@sscengineering.com

PORT PORTABLE

PREFAB PREFABRICATED

PREFIN PREFINISHED

PROP PROPERTY

PT PAINT

PTN PARTITION

PTWD PRESSURE TREATED WOOD

QTR QUARTER

QTY QUANTITY

R RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDR READER

RECES RECESSED

RECT RECTANG(LE)(ULAR)

REF REFER(ENCE)

REFL REFLECTED

REFR REFRIGERATOR

REINF REINFORCED(D)(ING)(MENT)

REQD REQUIRED

REV REVISION

RFG ROOFING

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

SC SOLID CORE

SCHED SCHEDULE

SCR SCRIBE

SECUR SECURITY

SF SQUARE FEET

SG SINGLE

SHTHG SHEATHING

SIM SIMILAR

SK SINK

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATIONS

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SYS SYSTEM(S)

T TREAD

T&G TOUNGUE AND GROOVE

TD TRENCH DRAIN

TEL TELECOM

TGL TEMPERED GLASS

THK THICK

TLT TOILET

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOS TOP OF STEEL

TOW TOP OF WALL

TRTD TREATED

TYP TYPICAL

UNFIN UNDERLAYMENT

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VAR VARI(ES)(ATION)

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WIDTH

W/ WITH

W/O WITHOUT

WB WOOD BASE

WBL WOOD BLOCKING

WC WATER CLOSET

WD WOOD

WDW WINDOW

WO WHERE OCCURS

WP WATERPROOFING

WT WEIGHT

YD YARD

FURN FURNITURE

FWC FABRIC WALL COVERING

FXD FIXED

FXTR FIXTURE

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED

CONCRETE

GL GLASS

GR GRAD(E)(ING)

GSB GYPSUM SHEATHING

BOARD

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIBB

HD HEAD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HO HOLD OPEN

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATIING,

AND AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

KB KNEE BRACE

KIT KITCHEN

LAB LABORATORY

LAV LAVATORY

LB POUND

LF LINEAR FEET

LP LOW POINT

LT LIGHT

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

MD METAL DECK

MDF MEDIUM DENSITY

FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MEZZ MEZZANINE

MFD MANUFACTURED

MFR MANUFACTURER

MGT MANAGEMENT

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLWK MILLWORK

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MW MICROWAVE

NA NOT APPLICABLE

NIC NOT IN CONTRCT

NO NUMBER

NOM NOMINAL

NOMINAL

NS NARROW STILE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OF OUTSIDE FACE

OHD OVERHEAD DOOR

OPNG OPENING(S)

OPP OPPOSITE

OPT OPTIONAL

ORD OVERFLOW ROOF DRAIN

OVFL OVERVLOW

PBD PARITICLE BOARD

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNL PANEL

& AND

ADJ ADJUSTABLE

ADJC ADJACENT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APC ACOUSTICAL PANEL

CEILING

APPL APPLIANCE

ARCH ARCHITECT(URAL)

ASSY ASSEMBLY

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOD BOTTOM OF DECK

BR BRICK

BTWN BETWEEN

BU BUILT UP

CAB CABINET

CEM CEMENT(ITIOUS)

CER CERAMIC

CIP CAST-IN-PLACE

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COILG COILING

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS(ATION)

CONTR CONTRACT(OR)

CPT CARPET

CSJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

D DEEP, DEPTH

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIV DIVISION, DIVIDE

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENGR ENGINEER(ED)

ENTR ENTRANCE

EPB ELECTRICAL PANEL BOARD

EQ EQUAL

EQUIP EQUIPMENT

ETC ETCETERA

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FAB FABRIC

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER AND

CABINET

FHC FIRE HOSE AND CABINET

FIN FINISH

FLR FLOOR(ING)

FP FIRE PROTECTION, FIRE

PROOFING

FR FIRE RAT(ING)(ED)

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PANEL

FTG FOOTING

FTWD FIRE TREATED WOOD

Abbreviations List Symbol Legend

SENSATIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE

UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED RECIPIENTS IS PROHIBITED

Do not remove this notice Properly destroy or return documents when no longer needed.

No. Name

CS0.01 Cover Sheet

S0.1 Structural General Notes

S0.2 Structural General Notes & Typical Details

S1.1 Structural Floor Framing Plan

A1.21 Architectural Floor Plans

E0.1 Electrical General Notes and Symbols

E1.1 Cooler Penthouse Electrical Renovation Plan

E1.2 Chiller Room Electrical Renovation Plan

M0.1 Mechanical General Notes and Symbols

M0.2 Mechanical Schedules, Notes, Details

M1.1A Mechanical Penthouse Plan

M1.1B Mechanical Penthouse Plan

M1.1C Mechanical Penthouse Plan

M1.2 Chiller Room Piping Diagram

M1.3 Computer Room Piping Plan

M1.4 Chilled Water Piping Diagram

Cover

Structural

Architectural

Electrical

Mechanical

REVISIONS

No. Description Date jboyer Polygon jboyer Text Box

FOR INFORMATION ONLY:

THE PROJECT SCOPE IS TO REPLACE THREE COOLING TOWERS WITH FOUR NEW TOWERS. THE DRAWINGS ARE INCLUDED TO SHOW LOCATIONS OF TOWERS AND EXISTING PIPING. IGNORE REQUIREMENTS OUTSIDE OF THE STATEMENT OF WORK (PIPING REPLACEMENT, CHILLER ADDITION,) AS THIS WORK WILL BE COMPLETED AT A LATER DATE.

CLOUDED AREAS INDICATE PRIMARY AREAS OF WORK.

jboyer Polygon jboyer Text Box

FOR INFORMATION ONLY:

THE PROJECT SCOPE IS TO REPLACE THREE COOLING TOWERS WITH FOUR NEW TOWERS. THE DRAWINGS ARE INCLUDED TO SHOW LOCATIONS OF TOWERS AND EXISTING PIPING. IGNORE REQUIREMENTS OUTSIDE OF THE STATEMENT OF WORK (PIPING REPLACEMENT, CHILLER ADDITION,) AS THIS WORK WILL BE COMPLETED AT A LATER DATE.

CLOUDED AREAS INDICATE PRIMARY AREAS OF WORK.

jboyer Polygon jboyer Text Box

FOR INFORMATION ONLY:

THE PROJECT SCOPE IS TO REPLACE THREE COOLING TOWERS WITH FOUR NEW TOWERS. THE DRAWINGS ARE INCLUDED TO SHOW LOCATIONS OF TOWERS AND EXISTING PIPING. IGNORE REQUIREMENTS OUTSIDE OF THE STATEMENT OF WORK (PIPING REPLACEMENT, CHILLER ADDITION,) AS THIS WORK WILL BE COMPLETED AT A LATER DATE.

CLOUDED AREAS INDICATE PRIMARY AREAS OF WORK.

Text Box

FOR INFORMATION ONLY:

THE PROJECT SCOPE IS TO REPLACE THREE COOLING TOWERS WITH FOUR NEW TOWERS. THE DRAWINGS ARE INCLUDED TO SHOW LOCATIONS OF TOWERS AND EXISTING PIPING. IGNORE REQUIREMENTS OUTSIDE OF THE STATEMENT OF WORK (PIPING REPLACEMENT, CHILLER ADDITION,) AS THIS WORK WILL BE COMPLETED AT A LATER DATE.

CLOUDED AREAS INDICATE PRIMARY AREAS OF WORK.

GENERAL NOTES

DESIGN CRITERIA:

1. CODES AND STANDARDS:

2018 IBC

2. DESIGN GRAVITY LOADS:

DEAD LOADS:

FLOOR:

DEAD LOAD: 115 PSF

ROOF:

DEAD LOAD: 30 PSF

LIVE LOADS:

FLOOR:

LIVE LOAD: 100 PSF

ROOF:

MINIMUM LIVE LOAD: 28 P.S.F. PLUS ALLOWANCE FOR DRIFTED SNOW

GROUND SNOW LOAD: Pg = 40 P.S.F.

SNOW EXPOSURE FACTOR: Ce = 0.9

SNOW LOAD IMPORTANCE FACTOR: 1.0

SNOW THERMAL FACTOR: Ct = 1.0

3. WIND LOAD:

BASIC WIND SPEED: 115 M.P.H.

WIND LOAD IMPORTANCE FACTOR: I = 1.0

WIND LOAD IMPORTANCE FACTOR FOR WALLS

WIND EXPOSURE: C

BUILDING CATEGORY: ENCLOSED

WIND EXPOSURES:

COMPONENTS AND CLADDING WIND PRESSURES(PSF):

ZONE 1: +10, -13.3

ZONE 2: +10, -23.2

ZONE 3: +10, -34.3

ZONE 4: +14.5, -15.8

ZONE 5: +14.5, -19.5

INTERNAL PRESSURE COEFFICIENT: + 0.18

4. SEISMIC LOAD:

SPECTRAL ACCELERATIONS: Ss = 0.089

SPECTRAL ACCELERATIONS: S1 = 0.034

DESIGN SPECTRAL RESPONSE ACCELERATION: Sds = 0.095 DESIGN SPECTRAL RESPONSE ACCELERATION: Sd1 = 0.055

OCCUPANCY CATEGORY: II

SEISMIC DESIGN CATEGORY: A

SITE CLASS: D

SITE COEFFICIENTS: Fa = 1.6 Fv =2.4 IMPORTANCE FACTOR: Ie = 1.0

5. COMPONENT IMPORTANCE FACTOR:

Ip = 1.5

6. BASIC STRUCTURAL SYSTEMS:

A.) FRAME SYSTEM.

7. SEISMIC - RESISTING SYSTEM:

ORDINARY STEEL CONCENTRICALLY BRACED FRAME

R = 5 Cd = 4 1/2

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

ADDITIONAL ADDL.

ALUMINUM ALUM.

ANCHOR BOLT A.B.

AND &

ANGLE L

ARCHITECTURAL ARCH.

AT @

BASEMENT BSMT.

BASE PLATE B. P.

BEAM BM.

BEARING BRG.

BETWEEN BTW.

BLOCK BLK.

BOARD BD

BOTTOM BOT.

BOTTOM FACE B/FACE

BOTTOM OF METAL DECK BOD

BOTTOM OF FOOTING BOF

BOTTOM OF WALL BOW

BRICK BRK.

BRICK SHELF B/S

BRIDGING BRDG.

BUILDING BLDG.

CANTILEVER CANTL.

CAST IN PLACE C.I.P.

CEILING CLG.

CEMENT CEM.

CENTER LINE CL.

CENTER TO CENTER C/C

CENTERED CTR'D.

CLEAR CL. or CLR.

COLUMN COL.

CONCRETE CONC

CONNECTION CONN.

CONSTRUCTION CONST.

CONSTRUCTION JOINT C.J.

CONTINUOUS CONT.

CONTRACTOR CONTR.

COORDINATION COORD

DEAD LOAD D.L.

DECK DK.

DIAGONAL DIAG.

DIAMETER DIA.

DIMENSION DIM.

DOWELS DWLS.

DOWN DN.

DRAWINGS DWGS.

EACH EA.

EACH FACE E.F.

EACH WAY E.W.

ELECTRICAL ELECT.

ELEVATION EL.

ELEVATOR ELEV.

EMBEDDED EMBE'D.

EQUAL EQ

EQUIPMENT EQUIP.

EXISTING EXIST.

EXPANSION EXP

EXPANSION JOINT E.J.

EXTERIOR EXT.

FAR FACE F.F.

FINISH FIN.

FINISH FLOOR FIN. FLR.

FLOOR FL.

FOOTING FTG.

FOUNDATION FND.

FRAMING FRMG.

GALVANIZED GALV.

GAUGE GA.

GENERAL CONTRACTOR G.C.

GIRDER GIR.

GRADE GR.

GYPSUM GYP.

HEIGHT HT.

HIGH POINT H.P.

HORIZONTAL HORIZ.

INSIDE FACE I.F.

INTERIOR INT.

JOINT JT.or JNT.

JOIST JST.

STRUCTURAL ABBREVIATIONS:

KIP = 1000 lbs. K

KNOCKOUT KO

POUND lb.

LIGHT WEIGHT LT. WT.

LIVE LOAD L.L.

LONG LG.

LONGITUDINAL LONG.

LONG LEG HORIZONTAL L.L.H.

LONG LEG VERTICAL L.L.V.

LONG WAY L.W.

LOW POINT L.P.

MANUFACTURER MFG.

MARK MK.

MASONRY MAS.

MASONRY OPENING M.O.

MATERIAL MAT'L

MAXIMUM MAX.

MECHANICAL MECH

METAL MTL.

MINIMUM MIN.

MISCELLANEOUS MISC.

MOMENT CONNECTION M.C.

NEAR FACE N.F.

NOMINAL NOM.

NOT IN CONTRACT N.I.C.

NOT TO SCALE N.T.S.

ON CENTER O.C.

OPENING OPNG .

OPPOSITE HAND OPP.H.

OUTSIDE FACE O.F.

PANEL PNL.

PENTHOUSE P.H.

PLATE PL.

PLUMBING PLBG

PRECAST CONCRETE P.C.

PRE-ENGINEERED

METAL BUILDING PEMB

POCKET PCK'T.

POST TENSION P.T.

RADIUS RAD.

RECTANGULAR RECT.

REFERENCE REF.

REFER TO RE:

REINFORCING REINF.

REQUIRED REQ'D

REVISION REV.

ROOF RF.

ROOM RM

SCHEDULE SCHD.

SECTION SECT.

SHORT WAY S.W.

SIMILAR SIM.

SLAB SL.

SLAB ON GRADE S.O.G.

SPACE, SPACING, SPACES SPA.

SPECIFICATIONS SPECS

SQUARE SQ.

STANDARD STD.

STEEL STL.

STRUCTURE OR STRUCTURAL STRUC

SUPPORT SUPPT.

SYMMETRICAL SYMM.

THICKNESS THK.

TOP FACE T.FACE

TOP OF BRICK LEDGE T/BL

TOP OF FOOTING TOF

TOP OF CONCRETE TOC

TOP OF PIER TOP

TOP OF JOIST T/JST

TOP OF SLAB TSL

TOP OF STRUCTURAL STEEL TOS

TOP OF WALL TOW

TRUSS BEARING T/BRG.

TYPICAL TYP.

UNLESS NOTED OTHERWISE U.N.O.

VERTICAL VERT

VERIFY IN FIELD VIF

WIND BRACE W.B.

WELDED WIRE FABRIC W.W.F.

WITH W/

Bearing Walls

(ANSI31)

CMU

Walls

(ANSI37)

Concrete (Concrete)

Earth (Earth)

Equipment Pad (Earth)

Gravel (Rock)

Grout (Grout)

Overframe

Shear Wall (Shearwall)

Slab Recessed (Slab Recessed)

SLab Recessed (Zig Zag)

Steel (Steel)

Exist (Exist)

Hatch Patterns & Scale

Catwalk

(ANSI38)

Insulation (Rigid Insulation)

STRUCTURAL STEEL cont:

8. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED

WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.

9. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE OF

HOLES, SLOTS, CUTS, ETC., AND ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS

THEY ARE DETAILED ON THE APPROVED SHOP DRAWINGS.

10. NO FINAL BOLTING OR WELDING SHALL BE MADE UNTIL AS MUCH OF THE STRUCTURE

HAS BEEN PROPERLY ALIGNED AND WILL THEREBY BE STIFFENED.

11. UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR

MASONRY. ANCHOR BEAMS TO MASONRY WITH A GOVERNMENT-TYPE ANCHOR.

12. FABRICATE ALL BEAMS WITH THE MILL CAMBER UP.

13. EXPANSION BOLTS:

UNLESS NOTED OTHERWISE, EXPANSION BOLTS SHALL HAVE THE FOLLOWING

MINIMUM ULTIMATE LOAD CAPACITIES WHEN DRILLED INTO CONCRETE WITH A

MINIMUM DESIGN STRENGTH OF 4000 P.S.I. ULTIMATE LOAD CAPACITIES SHALL

PROVIDE FOR A MINIMUM FACTOR OF SAFETY = 4.

DIAMETER SHEAR TENSION EFFECTIVE EMBEDMENT

1/2" 3570 LBS. 4040 LBS 3 1/4"

3/4" 7635 LBS 5075 LBS 3 3/4"

SEE SPECIFICATIONS

14. SHEAR STUDS: CONFORM TO A.W.S. D1.1-98, SHOP WELD EXCEPT WHERE APPLIED

THROUGH METAL DECK.

15. TESTING OF EXPANSION BOLTS AND EPOXY ANCHORS.

A. EXPANSION BOLTS: THE CONTRACTOR SHALL TEST 25% OF ALL EXPANSION

BOLTS ACCORDING TO THE MANUFACTURER'S REQUIRED TORQUES.

B. EPOXY ANCHORS: THE CONTRACTOR SHALL TEST 25% OF ALL EPOXY ANCHORS

WITH PULL TEST EQUAL TO 150% TIMES THE ALLOWABLE BOLT TENSILE

CAPACITIES.

C. NOTE: THE EPOXY ANCHORS ARE TO BE STORED IN A COOL LOCATION

ACCORDING TO THE MANUFACTURES SPECIFICATIONS.

16. SEE MISC. NOTES FOR EPOXY / ADHESIVE ANCHORS.

17. MATERIALS AND JOINTS FOR MOMENT CONNECTIONS AND CONNECTIONS FOR

VERTICALLY BRACED ELEMENTS SHALL CONFORM TO THE FOLLOWING:

A. MATERIALS SHALL CONFORM TO SEISMIC PROVISIONS, SECTION 6 AND

SUPPLEMENT NO. 1.

B. STEEL PLATES AND SHAPES SHALL HAVE A MINIMUM CHARPY V-NOTCH

TOUGHNESS CONFORMING TO SEISMIC PROVISIONS SECTION 6.3, AND

SUPPLEMENT NO. 1.

C. BOLTED AND WELDED JOINTS TO CONFORM TO SEISMIC PROVISION SECTIONS

7, AND SUPPLEMENT NO. 1.

STRUCTURAL STEEL:

1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES:

ALL WF (U.N.O.): A992 GRADE 50 (FY=50)

ALL ANGLE, BASE PLATES, CONN. PLATES (U.N.O.): A36 (FY=36)

STRUCTURAL PIPE: A53 (FY=35)

STRUCTURAL TUBE: A500 GRADE B (FY=46)

HEADED STUDS AWS D1.1, TYPE B

THREADED ROD A36

ANCHOR ROD F1554,GR36 OR 55 PER DETAILS

BOLTS A325 / F1852

ELECTRODES MATCHING STRENGTH, 70KS: MIN.

2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE (A.I.S.C. 303-2010) CODE OF STANDARD PRACTICE, EXCEPT AS

MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS.

3. CONNECTIONS MAY BE BOLTED OR WELDED. THE FABRICATOR IS RESPONSIBLE FOR

THE DESIGN, OF CONNECTIONS NOT DESIGNED ON THE DRAWINGS. GENERALLY,

CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE

ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. ANY

CONNECTION THAT IS NOT SHOWN OR IS NOT COMPLETELY DETAILED ON THE

STRUCTURAL DRAWINGS SHALL BE DESIGNED BY AN ENGINEER, REGISTERED IN

DESIGNED BY AN ENGINEER, REGISTERED IN THE STATE OF (insert project state), RETAINED BY THE FABRICATOR. COMPLETELY DETAILED MEANS THE FOLLOWING

INFORMATION IS SHOWN ON THE DETAIL:

A. ALL PLATE DIMENSIONS AND GRADES.

B. ALL WELD SIZES, LENGTHS, PITCHES, AND RETURNS.

C. ALL HOLE SIZES AND SPACINGS.

D. NUMBER AND TYPES OF BOLTS: WHERE BOLTS ARE SHOWN BUT NO NUMBER

IS GIVEN, THE CONNECTION HAS NOT BEEN COMPLETELY DETAILED.

E. WHERE PARTIAL INFORMATION IS GIVEN, IT SHALL BE THE MINIMUM

REQUIREMENT FOR THE CONNECTION.

DESIGN CALCULATIONS FOR TYPICAL BEAM CONNECTIONS AND ALL PRIMARY BRACING

AND HANGER CONNECTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND

APPROVAL PRIOR TO FABRICATION.

4. CONNECTION DESIGN FORCES:

A. BEAMS, GREATER OF:

1. 55% OF TOTAL ALLOWABLE UNIFORM LOAD CAPACITY FROM A.I.S.C 13TH

EDITION TABLES FOR ALLOWABLE LOADS ON BEAMS, Wc/L

2. REACTIONS SHOWN ON DRAWINGS ARE ALLOWABLE LOADS.

3. 10 KIPS.

B. MOMENT CONNECTIONS INDICATED ON THE DRAWINGS THUS:

DESIGN FOR MOMENT SHOWN OR, IF NOT SHOWN, DEVELOP MOMENT

CAPACITY OF MEMBER WITH fb = 0.66FY.

C. MAINTAIN TENSION CAPACITY OF COLUMNS, DIAGONALS AND MEMBERS

SUBJECT TO TENSION AT BOLT HOLES, NOTCHES, OR COPES.

D. CONNECTION FORCE NOTATION:

P = AXIAL FORCE IN KIPS: (+) TENSION, (-) COMPRESSION

V OR [ ] = SHEAR IN KIPS

M = MOMENT IN FOOT KIPS

T = TORSION IN FOOT KIPs

1. LOADS SHOWN INCLUDE COMPENSATION FOR CODE PERMITTED

STRESS INCREASES AND LOAD REDUCTIONS FOR CONNECTION DESIGN.

5. THE MINIMUM PLATE THICKNESS SHALL BE 3/8.

6. BOLTED CONNECTIONS:

A. MINIMUM BOLT DIAMETER = 3/4"

B. SLIP CRITICAL CONNECTIONS OF A325SC OR A490SC BOLTS SHALL BE USED

FOR ALL BOLTED CONNECTIONS OF BRACING MEMBERS, MOMENT

CONNECTIONS, CANTILEVERS, AND AS SHOWN ON THE DRAWINGS. OVERSIZED

AND LONG-SLOTTED HOLES ARE ALLOWED FOR FRICTION CONNECTIONS.

C. ALL OTHER BOLTED CONNECTIONS SHALL BE BEARING TYPE USING A325N OR

A490N BOLTS. OVERSIZED HOLES AND LONG-SLOTTED HOLES ARE NOT

ALLOWED UNLESS SHOWN ON THE DRAWINGS.

D. A307 BOLTS MAY BE USED WHERE INDICATED ON THE DRAWINGS.

E. PROTRUDING BOLT HEADS, SHAFTS OR NUTS SHALL NOT EXTEND INTO NOR

PROHIBIT THE APPLICATION OF ARCHITECTURAL FINISHES AND THEY SHALL

NOT EXTEND INTO NOR PROHIBIT THE PLACEMENT OF STEEL DECKING TO THE

CORRECT LINE AND ELEVATION.

F. THE FABRICATOR IS RESPONSIBLE FOR VERIFYING THE TENSION CAPACITY OF

AXIALLY LOADED MEMBERS AFTER A SECTION IS REDUCED FOR BOLT HEADS.

MEMBER SIZE MAY BE INCREASED OR CONNECTION PLATES ADDED AS

REQUIRED.

G. SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH

CONNECTION AND THE ALLOWABLE VALUES USED FOR THE VARIOUS BOLT

TYPES.

7. WELDED CONNECTIONS:

A. WELDS ARE CONTINUOUS UNLESS NOTED OTHERWISE.

B. ALL FILLET WELDS: A.I.S.C. MINIMUM BUT NOT LESS THAN 1/8" UNLESS NOTED OTHERWISE.

C. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE"

(A.W.S. D1.1-10) PUBLISHED BY THE AMERICAN WELDING SOCIETY. ELECTRODES

FOR WELDING SHALL COMPLY WITH THE REQUIREMENTS OF TABLE 3.1 OF

(A.W.S. D1.1-10).

D. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED

OTHERWISE.

EXISTING CONDITIONS:

1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, SUCH AS

DIMENSIONS, ELEVATIONS, CONFIGURATION, AND DETAILS OF EXISTING STRUCTURES

AND CONDITIONS WHERE THEY AFFECT NEW CONSTRUCTION. NOTIFY ENGINEER

IMMEDIATELY IF ANY DEVIATIONS FROM ANTICIPATED CONDITIONS ARE DISCOVERED.

2. COORDINATION W/ COMPLETE SET OF CONTRACT DOCUMENTS: THE CONTRACT

DOCUMENTS ARE ONE COMPLETE, COMPREHENSIVE AND INCLUSIVE DOCUMENT

CONSISTING OF THE AGGREGATE COLLECTION OF DRAWINGS AND SPECIFICATIONS

FOR ALL OF THE DISCIPLINES' DIVISIONS (E.G. SITE, CIVIL, ARCHITECTURAL,

STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). NO SINGLE DISCIPLINE

DIVISION IS AUTONOMOUS NOR DOES IT STAND-ALONE FROM ANY OR ALL OTHER

DISCIPLINE DIVISIONS.

3. VERIFY ALL DIMENSIONS, ELEVATIONS, DEPRESSIONS, INSERTS, EMBEDDED ITEMS.

EQUIPMENT PADS AND SUPPORTS, OPENINGS, DETAILS, AND CONDITIONS BY CROSS-

REFERENCING TO ARCHITECTURAL AND ALL OTHER DISCIPLINE SECTION DRAWINGS,

PARTICULARLY CIVIL, MECHANICAL, AND ELECTRICAL SECTIONS.

4. SEE ARCHITECTURAL AND ALL OTHER DISCIPLINE SECTION DRAWINGS FOR

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS..

5. STRUCTURAL DRAWINGS DO NOT SHOW ALL REQUIRED OPENINGS THROUGH

STRUCTURAL MEMBERS.

6. VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND ALL OTHER

DISCIPLINE SECTION DRAWINGS.

7. NOTES REGARDING USE OF DRAWINGS:

DRAWING SCALES ARE NOTED FOR REFERENCE ONLY. NOT ALL ITEMS ARE DRAWN

TO SCALE, AND DRAWINGS SHOULD NOT BE SCALED TO OBTAIN DIMENSIONS OR

ELEVATIONS NOT INDICATED.

8. DENOTES MOMENT CONNECTION AT COLUMN OR BEAM. SEE S0.x FOR TYPICAL

MOMENT. CONNECTION DETAILS. SEE GENERAL NOTES SHEET FOR SPECIAL

REQUIREMENTS AT MOMENT CONNECTIONS WHICH ARE PART OF THE BUILDING

LATERAL FORCE RESISTING SYSTEM.

9. DUE TO MULTIPLE ADDITIONS TO THE EXISTING BUILDING, A WIDE VARIETY OF

EXTERIOR WALLS EXIST. THE "TYPICAL SQUEEZE LINTEL DETAIL" ON SHEET S-4 CAN

BE UTILIZED TO REINFORCE MOST EXISTING WALLS AT PENETRATIONS. THERE MAY

BE CASES WHERE THE SQUEEZE LINTEL DETAIL DOESN'T APPLY. THE CONTRACTOR

HAS THE OPTION TO SUBMIT HIS / HER OWN DETAIL TO THE STRUCTURAL ENGINEER

FOR REVIEW AND APPROVAL, OR PROVIDE THE STRUCTURAL ENGINEER ALL

PERTINENT INFORMATION AND STRUCTURAL ENGINEER WILL PROVIDE A DETAIL.

SHORING OF EXISTING:

SHORING OF EXISTING ROOF STRUCTURAL MEMBERS FOR INSTALLATION OF NEW

COLUMNS AND BEAMS IS REQUIRED ON THIS PROJECT. CONTRACTOR SHALL OBTAIN A

LICENSED PROFESSIONAL ENGINEER TO DESIGN AND SUBMIT SHORING PLANS,

CALCULATIONS, AND DETAILS OF SHORING FOR EXISTING ROOF MEMBERS FOR ALL

REWORK IDENTIFIED ON STRUCTURAL PLANS AS WELL ARCHITECTURAL DEMOLITION

PLANS. ALL DISCREPANCIES MUST BE BROUGHT TO THE ENGINEER OF RECORDS

ATTENTION AND RESOLVED PRIOR TO WORK COMMENCING IN THE FIELD. REACTIONS

FOR SHORING SHALL INCLUDE ALL CONSTRUCTION LOADS, AS WELL AS CURRENT IN-

PLACE LIVE AND DEAD LOADS. ARCHITECT/ENGINEER CAN NOT BE HELD LIABLE FOR

SHORING AND INSTALLATION METHODS NOR PROVIDE MEANS AND METHODS FOR

INSTALLATION OF NEW WORK AND DEMOLITION OF EXISTING WORK.

EXISTING REWORK NOTES:

MISCELLANEOUS:

1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL,

PLUMBING, ELECTRICAL, FP AND MECHANICAL DRAWINGS. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP

DRAWINGS AND WORK.

2. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN

APPROVAL OF THE ARCHITECT.

3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE

WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.

4. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL

DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH

OPENINGS.

5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION

LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT

EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE

IMPOSED.

6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE

CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR

SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S

CONSTRUCTION METHODS AND/OR SEQUENCES.

7. UNLESS OTHERWISE NOTED, FIRE PROOFING METHODS AND MATERIALS FOR

STRUCTURAL MEMBERS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. REFER TO

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE RATING REQUIREMENTS,

FIRE PROOFING METHODS AND MATERIALS.

8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.

9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE

AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS

DURING THE CONSTRUCTION PERIOD. EXPANSION JOINTS SHOWN ON THE DRAWINGS

HAVE BEEN DESIGNED TO ACCOMMODATE ANTICIPATED THERMAL MOVEMENT AFTER

THE BUILDING IS COMPLETE.

10. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DEVIATION FROM

THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE

RESPONSIBILITY FOR SUCH DEVIATION BY THE ARCHITECT'S APPROVAL OF SHOP

DRAWINGS, PRODUCT DATA, ETC., UNLESS HE HAS SPECIFICALLY INFORMED THE

ARCHITECT OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ARCHITECT

HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

11. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE

DEFICIENCIES, OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES, IN THE PLANS AND

SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. PLANS

AND/OR SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN INTERPRETATION OF THE

ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY

THE ARCHITECT BEFORE THE EFFECTED WORK PROCEEDS.

MISCELLANEOUS cont:

12. CHECK ALL DIMENSIONS AGAINST REQUIREMENTS OF OTHER CONTRACT

DOCUMENTS. FIELD VERIFY DIMENSIONS RELATING TO EXISTING CONDITIONS PRIOR

TO ORDERING MATERIALS AND FABRICATION.

13. WHERE DIMENSIONS OR WEIGHTS OF EQUIPMENT OR SYSTEMS ARE VARIABLE FROM

MANUFACTURER TO MANUFACTURER, VERIFY DIMENSIONS AND WEIGHTS SHOWN ON

DRAWINGS WITH SELECTED MANUFACTURER PRIOR TO ORDERING MATERIALS.

NOTIFY STRUCTURAL ENGINEER OF DISCREPANCIES. DO NOT PLACE EQUIPMENT

WHEN SHIPPING OR OPERATING WEIGHT EXCEEDS WEIGHT INDICATED ON

STRUCTURAL DRAWINGS.

14. NO MODIFICATION, ALTERATION OR REPAIR SHALL BE MADE WITHOUT PRIOR REVIEW

BY STRUCTURAL ENGINEER. SUBMIT DETAILS AND CALCULATIONS PREPARED BY A

PROFESSIONAL ENGINEER REGISTERED IN STATE WHERE PROJECT IS LOCATED AND

EMPLOYED BY CONTRACTORS.

15. VERIFY ELEVATOR PIT DIMENSIONS, LOCATIONS, LOADINGS AND DETAILS WITH

SUPPLIERS PRIOR TO THE FABRICATION AND/OR INSTALLATION OF ANY MATERIAL.

16. ELEVATOR HOIST BEAM, GUIDRAIL SUPPORTS, SILL DETAILS ARE SHOWN FOR BIDDING

PURPOSE ONLY AND MAY BE SUBJECT TO CHANGE FOR COORDINATION W/FINIAL

EQUIPMENT SELECTION.

17. ELEVATOR EQUIPMENT INSTALLATION PLATFORMS ARE THE RESPONSIBILITY OF THE

CONTRACTOR. SSC IS AVAILABLE TO PROVIDE DESIGN AS ADDITIONAL SERVICE.

18. EPOXY / ADHESIVE ANCHORS SHALL BE INSTALLED WITHIN THE TEMPERATURE

REQUIREMENTS PROVIDED BY THE EPOXY / ADHESIVE MANUFACTURER. THE

GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER IF

TEMPERATURES ARE NOT WITHIN THE PROPER RANGE.

SPECIAL INSPECTION:

1. PERIODIC INSPECTION OF STEEL FABRICATOR'S SHOP FOR QUALITY CONTROL AND

FABRICATION PROCESSES THAT COMPLY WITH AISC CODE OF STANDARD PRACTICE.

2. PERIODIC INSPECTION OF BOLTED AND WELDED STEEL CONNECTIONS IN THE FIELD PER

TABLE 1704.3 OF THE 2015 INTERNATIONAL BUILDING CODE

3. PERIODIC INSPECTION OF CONCRETE MATERIALS, REINFORCING AND PLACEMENT SHALL BE

INSPECTED PER TABLE 1704.4 OF THE 2015 INTERNATIONAL BUILDING CODE.

4. PERIODIC INSPECTION OF MASONRY MATERIALS, REINFORCING & PLACEMENT SHALL BE

INSPECTED PER TABLE 1704.5.3 OF THE 2015 INTERNATIONAL BUILDING CODE.

5. INSPECTION OF SITE SOILS, FILL PLACEMENT, AND BEARING CAPACITIES BY A LICENSED

GEOTECHNICAL ENGINEER AS FOLLOWS:

A. OBSERVATION OF PROOF ROLLING FOR THE SITE PRIOR TO FILL PLACEMENT.

COMPACTION TESTING OF STRUCTURAL FILL PLACEMENT. LIFTS SHALL NOT EXCEED 8"

B. COMPACT STRUCTURAL FILL TO 95% DRY DENSITY AS MEASURED BY THE STANDARD

PROCTOR METHOD, ASTM D-698

C. PROVIDE BEARING TESTS AT EACH FOOTING LOCATION TO CONFIRM BEARING

CAPACITY.

6. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY/COUNTY INSPECTOR.

7. SPECIAL INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT APPROVAL OF

LOCAL AND SPECIAL INSPECTORS IS SUBJECT TO REMOVAL OR EXPOSURE.

8. SPECIAL INSPECTORS MUST BE CERTIFIED BY THE CITY/COUNTY TO PERFORM THE TYPES OF

INSPECTIONS SPECIFIED.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR

INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT

REQUIRES SPECIAL INSPECTION. ANY WORK PERFORMED WITHOUT REQUIRED SPECIAL

INSPECTION IS SUBJECT TO REMOVAL.

10. SUBMIT WRITTEN REPORTS WITHIN TWO DAYS OF TESTING TO ENGINEER OF RECORD.

NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED

DESIGN

STRENGTH

SPECIAL INSPECTION:

TABLE NOTES:

A. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY IBC, AS AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY / COUNTY INSPECTOR. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY / COUNTY INSPECTOR I SUBJECT TO REMOVAL OR EXPOSURE.

B. CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED.

C. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE CITY / COUNTY TO PERFORM THE TYPES OF INSPECTION SPECIFIED.

D. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. A WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO

REMOVAL.

E. SUBMIT WRITTEN REPORTS WITHIN TWO DAYS OF TESTING TO ENGINEER OF RECORD. ALL REPORTS MUST IDENTIFY DISCREPANCIES. IT IS THE RESPONSIBILTY OF THE SPECIAL INSPECTOR TO FURNISH REPORTS AND SHOW ALL DISCREPANCIES HAVE BEEN CERTIFICATED OF OCCUPANCIES.

FAILURE OF SPECIAL INSPECTOR TO FOLLOW IBC CHAPTER 17 REQUIREMENTS IS A VIOLATION OF THE CODE FOR WHICH BUILDING HAD BEEN

DESIGNED.

THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL REQUIRE SPECIAL INSPECTION

PER IBC 2015 SECTION 1705. CONTRACTOR TO FURNISH INSPECTION UNLESS

INSTRUCTED OTHERWISE BY THE CONSTRUCTION CONTRACT.

1 ALL CAST-IN-PLACE CONCRETE SHOWN ON STRUCTURAL DRAWINGS

FOOTING / FOUNDATIONS

SLAB ON GRADE

SLAB ON METAL DECK

XXXX PSI

XXXX PSI

XXXX PSI

2 ALL BOLTS INSTALLED CONCRETE, INCLUDING EXPANSION

AND EPOXY ANCHORS, UNLESS SPECIFICALLY NOTED OTHERWISE

IN DETAILS.

3 PLACEMENT OF REINFORCING STEEL IN CONCRETE IDENTIFIED ABOVE FY=XX KSI

4 ALL PRECAST CONCRETE WALL PANELS XXXX PSI

5B ALL STRUCTURAL FIELD WELDING, (INCLUDING REINFORCING

STEEL) AND SHOP WELDS PERFORMED AT ANY LOCATION

OTHER THAN THE SHOP OF AN APPROVED FABRICATOR

STRUCTURAL STEEL

REINFORCING STEEL

SHEET STEEL FOR COLD FORMED METAL FRAMING

E-70X X

E-90X X

E-60X X

THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT

QUALIFICATIONS OF WELDING PROCEDURES, AND WELDERS ARE

DURING WELDING OF THE FOLLOWING ITEMS PROVIDED THE MATERIALS,

VERIFIED PRIOR TO THE START OF WORK; PERIODOC INSPECTIONS ARE

MADE OF WORK IN PROGRESS, AND A VISUAL INSPECTION OF ALL

WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF

SHOP WELDING

1. SINGLE-PASS FILLET WELDS NOT EXCEDDING 5/16 INCH SIZE.

2. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING.

MEMBERS SUCH AS STUDS AND JOISTS.

5C ALL STRUCTURAL HIGH STRENGTH BOLTS A-325

A-490

6 MASONRY CONSTRUCTION

MORTAR CUBES ASTM C-109 AND C-270 TYPE M OR S

GROUT CUBES ASTM C-109 AND C-476 XXXX PSI

13 SOIL COMPACTION: PER GEOTECHNICAL REPORT

13A SOIL ENGINEER TO VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN

CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. MIN. BEARING

PRESSURE

XXXX PSF

SPECIAL INSPECTION cont:

MICHAEL VALERE VANDE VELDE

Professional Engineer

PE: 2004017260

EXP:12/31/20

The Seal and Signature apply only to the Document to which they are Affixed, and Expressly Disclaim any Responsibility for all other Plans, Specifications, Estimates, Reports, or other Documents or Instruments relating to or intended to be used for any part or parts of the Architectural or Engineering Project.

Copyright © 2020 by SSC Engineering, Inc.

S S

C J

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P ro je ct

Project No.

1 Memorial Dr, Suite 1800 St. Louis, MO 63102

Main: 314.621.4343 Fax: 314.621.0261 fox@fox-arch.com www.fox-arch.com

S he et T itl e

Issued for Construction

Sheet No.

Professional Seal:

Missouri Certificate of Authority SSC Engineering Inc - #001244

BCDEFG

ABCDEFG

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE

UNITED STATES GOVERNMENT.

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED RECIPIENTS IS

PROHIBITED

Do not remove this notice

Properly destroy or return documents when no longer needed.

US Geological Survey Jesse Boyer

Owner

Architect

Fox Architects Bob Dunn

MEP Engineer

SSC Engineering Ethan Schmitt

Structural Engineer

SSC Engineering Michael Vande Velde

Civil Engineer

Fire Protection

06.12.2020

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STRUCTURAL SHEET INDEX

SHEET NUMBERS SHEET NAME

S0.1 STRUCTURAL GENERAL NOTES

S0.2 STRUCTURAL GENERAL NOTES & TYPICAL DETAILS

S1.1 STRUCTURAL FLOOR FRAMING PLAN

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

TYPICAL SLAB CONTROL

AND CONSTRUCTION JOINT DETAIL

TYPICAL CONSTRUCTION JOINT

DETAIL FOR SLAB

SEE PLAN

S E

E P

L A

N

SEE ARCH. DWGS. FOR

JOINT PATTERN

3/4" DIA. SMOOTH BAR x 18" LG.

SPACED 12"O.C. GREASE ONE

END TO PREVENT BOND

S E

E P

L A

N

TYPICAL CONTROL JOINT

DETAIL FOR SLAB

D

S E

E P

L A

N

JOINT MAY BE SAWN OR

FORMED WITH PLASTIC STIP

D /4

NOTES:

1. CONSTRUCTION AND/OR CONTROL. JOINTS ARE

INTERCHANGEABLE AT THE CONTRACTORS OPTION. SEE

PLANS FOR JOINT LOCATIONS.

2. SAW CUTTING OF JOINTS SHALL BE DONE AS THE CONCRETE

SETS SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING,

SPALLING OR TEARING, BUT NOT MORE THAN 24 HOURS AFTER

PLACING.

3. ACI RECOMMENDATION: PLACE SLABS IN LONG RECTANGULAR

STRIPS IN ALTERNATE PANELS. WIDTH OF STRIPS TO BE

12'-0" TO15'-0".

Q2

PLATE THICKNESS T1

DETAIL

A

SCALE:3/4"=1'-0"

Q2 L1 Q1

DETAIL

B

SCALE:3/4"=1'-0"

DETAIL

C

SCALE:3/4"=1'-0"

N

R O

W

N

R O

W

PLATE THICKNESS T2

(2)-L4x4xT3

(2)-L4x4xT3

BOLT TO

COL.

Q1 L1

EQ.

3"

/2

E

Q U

A L

/2

T Y

P

Q5 L5

Q4 L5

BOLTS TYPICAL 7/8" DIA. A325-N 4 1/2 GAGE

NOTE: SEE BRACE CONNECTION SCHEDULE

Q5 L5

PLATE THICKNESS T2

COL.

PER PLAN

5/16 11

5/16 7

Q1 L1

BOTTOM OF BEAM

OR JOIST

ADD'L L2x2x1/4 TO

BOT. CHORD PANEL

POINT AND WELD TO

TOP CHORD.

DECK

PER PLAN

SOLID HARDWOOD

CONT. BLOCKING

ROOF CURB

HANGER ROD

NUT AND WASHER

TOP AND BOTTOM

DBL. L3x3x1/4 TO

SUPPERT SUSPENDED

HOODS AND EQUIPMENT

6" LONG HARDWOOD

BLOCKING UNDER

R.T.U. CURB

L4x4x5/16 CONT.

UNDER ROOF CURB

COPE @ JOIST

L4x4

NOTE:

WHEN L4x4 CURB

SUPPORT DOES NOT

FALL @ A TOP CHORD

PANEL POINT USE THIS

DETAIL

R.T.U.

X

Y

Z

X

Z

ANGLE TO STEEL JOIST, TRUSS OR BEAM

ANGLE TO ANGLE SECTION AT ANGLE

PLAN VIEW

NOTES:

1. PROVIDE TYPICAL FRAME BELOW PERIMETER

OF BASE AT ALL ROOF MOUNTED EQUIPMENT.

1/8

ANGLE

OPENING

16 GAGE CLOSURE PLATE X

DECK DEPTH AT ALL OPENING

EDGES

3/16

ANGLE

1/8 2-12

M A

X

STEE

L

DECK

3/16

STEEL

BEAM

1/8 2-12

2. STEEL DECK SHALL BE CONNECTED TO ROOF FRAME

PER TYPICAL DETAIL AND GENERAL STRUCTURAL NOTES.

OPEN

STEEL DECK

AT JOIST OR TRUSS AT WIDE FLANGE BEAM

1/4" ± - TYPICAL

ANGLE - COPE VERTICAL

LEG AS SHOWN

3/16

ANGLE TO

ANGLE - TYP

ANGLE - TYP

ANGLE TO

PLATE

TO ANGLE

- TYP

EXTEND HORIZONTAL LEG 2"

MINIMUM PAST CENTERLINE OF

SUPPORTING MEMBER - TYPICAL

STEEL

DECK

STEEL

JOIST OR

TRUSS

8"-0" MAX

CENTER LINE OF

STEEL JOIST,

TRUSS OR BEAM

L6x4x3/8 (LLV)-TYPICAL

SEE MECH DWG FOR SIZE & HEIGHT

PAD FOR MECHANICAL EQUIPMENT

1" CHAMFER TYP.

BOTH SIDES

BEAM PER PLAN

ROUGHENED SURFACE

18"

6"

#3 @ 16" O.C.

TSL =

PER PLAN

#3 @ 16" O.C. E.W.

NOTE:

DECK @ PERIMETER OF BUILDING TO BE

WELDED TO JOISTS OR ANGLES U.N.O.

1 1/2" x 22ga.

INTERMEDIATE

RIB PAINTED

METAL DECK

3'-0" COVER

CL. OF

SUPPORT

HILTI #10 DRILL

SCREWS

IN SIDELAPS

@ 8" O.C.

(*NOTE TO ENGINEER:

VERIFY IF HILTI SLC 01

OR SLC 02 SCREWS

SHOULD BE USED)

TYPICAL DECK

EDGE SUPPORT

W/5/8" DIA. WELDS

@ 6"O.C.

TYPICAL DECK

DIAPHRAGM ANGLE

W/5/8" DIA @

6"O.C.

36/7-5/8" DIA WELD PATTERN

@ ALL SUPPORTS

MICHAEL VALERE VANDE VELDE

Professional Engineer

PE: 2004017260

EXP:12/31/20

The Seal and Signature apply only to the Document to which they are Affixed, and Expressly Disclaim any Responsibility for all other Plans, Specifications, Estimates, Reports, or other Documents or Instruments relating to or intended to be used for any part or parts of the Architectural or Engineering Project.

Copyright © 2020 by SSC Engineering, Inc.

S S

C J

O B

C

J O

B

A

P ro je ct

Project No.

1 Memorial Dr, Suite 1800 St. Louis, MO 63102

Main: 314.621.4343 Fax: 314.621.0261 fox@fox-arch.com www.fox-arch.com

S he et T itl e

Issued for Construction

Sheet No.

Professional Seal:

Missouri Certificate of Authority SSC Engineering Inc - #001244

BCDEFG

ABCDEFG

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE

UNITED STATES GOVERNMENT.

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED RECIPIENTS IS

PROHIBITED

Do not remove this notice

Properly destroy or return documents when no longer needed.

US Geological Survey Jesse Boyer

Owner

Architect

Fox Architects Bob Dunn

MEP Engineer

SSC Engineering Ethan Schmitt

Structural Engineer

SSC Engineering Michael Vande Velde

Civil Engineer

Fire Protection

06.12.2020

C

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EN

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NOT TO SCALE

TYPICAL SLAB ON GRADE DETAILS

NOT TO SCALE

TYPICAL GUSSET PLATE DETAILS

NOT TO SCALE

TYPICAL DETAIL @ ROOF TOP UNITS

NOT TO SCALE

STL.31-D_TYPICAL FRAMING AT LARGE OPENING

IN STEEL ROOF DECK OR BELOW ROOF

MOUNTED EQUIMENT

NOT TO SCALE

TYPICAL SECTION THROUGH HOUSEKEEPING

PAD @ BEAM

NOT TO SCALE

TYPICAL DECK WELDING (U.N.O.)