Sioux Falls Structural Designs 1.pdf

STRUCTURAL NOTESSTRUCTURAL ABBREVIATIONS

ADDN'L Additional

@ At

& And

ANCH Anchor

AB Anchor Bolt

L Angle

ALT Alternate

ARCH Architect or Architectural

BSMT Basement

BM Beam

BRG Bearing

BNT Bent

BTWN or BET Between

BLK Block

BB Bond Beam / Lintel Beam

BOT or BTM Bottom

Brkt Bracket

Bldg Building

Cant Cantilever

CLG Ceiling

CTR Center

CTR'D Centered

CL Center Line

C Channel

CLR Clear

COL Column

COMP Composite

CONC Concrete

CMU Concrete Masonry Unit

COND Condition

CONN Connection

CONST Construction

CJ Control Joint

CONT Continuous

CONTR Contractor

DBA Deformed Bar Anchor

DL Dead Load

DEFL Deflection

DTL or DET Detail

DIA Diameter

DIAG Diagonal

DIM Dimension

DWL(s) Dowel(s)

DWG(s) or DRWG Drawing(s)

EA Each

EF Each Face

EW Each Way

E-W East - West

E East

Fe Effective Force (P.T.)

ELEC Electrical

EL Elevation

ELEV Elevator

EQ Equal

EXP Expansion

EJ or EXP JT Expansion Joint

EXT Extend or Exterior

FF Far Face

FV Field Verify

FLG Flange

FLR Floor

FT Foot

FTG Footing

FOUND or FDN Foundation

GALV Galvanized

GA Gauge

GC General Contractor

GL or GLU-LAM Glue Laminated Wood

H H Shaped Column

HP High Point

HS Headed Stud(s)

HSS Hollow Structural Shape

HK Hook

HORIZ Horizontal

IN Inch

INFO Information

ID Inside Diameter

IF Inside Face

INSUL Insulation

INT Interior

JT Joint

JST(s) Joist(s)

K Kips

KIP 1 Kip = 1,000 lbs

K/FT Kips per Foot

KSF Kips per Square Foot

KSI Kips per Square Inch

LW Light Weight

LTL Lintel

LL Live Load

LLH Long Leg Horizontal

LLV Long Leg Vertical

LP Low Point

LSH Long Side Horizontal

LSL Laminated Strand Lumber

LSV Long Side Vertical

LVL Laminated Veneer Lumber

MFG Manufacturer / Manufacturing

MAS Masonry

MO Masonry Opening

MAT Material

MAX Maximum

MECH Mechanical

MBR Member

MEZZ Mezzanine

MIN Minimum

MISC Miscellaneous

MC Miscellaneous Channel

M Moment

MPH Miles per Hour

NF Near Face

N North

N-S North - South

NOM Nominal

NTS Not To Scale

NO or # Number

OC On Center

OPNG or OPG Opening

OPP Opposite

OD Outside Diameter

OF Outside Face

/ Per

PCF Pounds per Cubic Foot

PLK Plank

PL Plate

PT Post Tension(ing)

# Pound

PSF Pound per Square Foot

PSI Pound per Square Inch

PSL Parallel Strand Lumber

PC Precast

RFG Reinforcing

REINF Reinforcing or Reinforce

REBAR Reinforcing Bar

REQ'D Required

REV Reverse

RD Roof Drain

SCHED or SCH Schedule

SEC Section

V Shear

SHT Sheet

SIM Similar

SOG Slab on Grade

S South

SPS Spaces

SPEC Specification

SQ Square

STAGG Stagger

STD Standard

STL Steel

STRUCT or STR Structure

SUPP Support

TEMP Temporary or Temperature

THRU Through

T&B Top and Bottom

TOB Top of Beam

TOF Top of Footing

TOS Top of Slab

TYP Typical

UN Unless Noted

UNO Unless Noted Otherwise

VER Verify

VERT Vertical

VIF Verify in Field

WWF Welded Wire Fabric

W West or Wide Flange

WND Window

W/ With

W/O Without

WD Wood

Building is 3 stories or less in height

YES1.

3.

4.

2.

YES

NO

REQUIRED STRUCTURAL SPECIAL INSPECTIONS

ITEM REMARKSREQUIRED?

Soils compliance prior to foundation construction

Reference IBC 1704.7

Column footings

Wall footings NO

Reference IBC table 1704.4 and MSBC 1305.1704

Structural concrete

Reinforcing steel YES Reference IBC table 1704.45.

Bolts installed in concrete YES Reference IBC table 1704.46.

Expansion/adhesive anchors7. YES

Structural steel fabrication8. YES May be omitted if fabricator is AISC certified.

Reference IBC table 1704.3

Reference IBC table 1704.3YESStructural welding9.

High strength bolting10. Reference IBC table 1704.3YES

Structural masonry11. YES Reference IBC table 1704.5.1 and MSBC 1305.1704

IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING STRUCTURAL ITEMS REQUIRE

SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE.

SEE SPECIFICATION SECTION 014529 AND MATERIAL SPECIFICATION SECTIONS FOR SPECIFIC

REQUIREMENTS. CONSTRUCTION NOT ASSOCIATED WITH THE STRUCTURAL SYSTEM MAY REQUIRE

SPECIAL INSPECTION BUT IS NOT LISTED HERE.

Footing and pier concrete designed for f'c 2500 psi. Building is 3 stories or less in height

STRUCTURAL SYMBOLS

STONE

SAND OR GROUT

CONCRETE

EARTH, FILL OR BACKFILL

BATT OR BLANKET INSULATION

PLYWOOD

CONCRETE BLOCK - HOLLOW OR SOLID

FACE OR COMMON BRICK

RIGID INSULATION

STEEL OR METAL

FINISH WOOD

WOOD BLOCKING

DIMENSIONAL LUMBER

A

X

XXX

W1

GRID BUBBLE

REVISION MARK - INDICATES A CHANGE

AFTER CONTRACT DOCUMENT ISSUE

DRAWING NUMBER WHERE

SECTION IS FOUND

SECTION NUMBER

DETAIL NUMBER

P1

L1

F1

BP1

C1

PIER MARK - SEE SCHEDULE

KEY NOTES - SPECIFIC NOTES KEYED TO

AN ELEMENT OR AREA, SEE SCHEDULE

LINTEL MARK - SEE SCHEDULE

FOOTING MARK - SEE SCHEDULE

BEARING PLATE MARK - SEE SCHEDULE

COLUMN MARK - SEE SCHEDULE

X

XXX

X

XXX

DRAWING NUMBER WHERE

DETAIL IS FOUND

DRAWING NUMBER WHERE

ELEVATION IS FOUND

ELEVATION NUMBER

EMBED PLATE MARK - SEE SCHEDULEEP1

PILE CAP MARK - SEE SCHEDULEPC1

STUD RAIL MARK - SEE SCHEDULESR1

WALL REINFORCING MARK - SEE SCHEDULE

S

IN LIMIT LINES

FOOTING STEP

REINFORCING STEEL SPAN

MATERIAL LIMIT LINES

MATERIAL NOT INCLUDED

DIMENSION LINES

STEEL BEAM CONTINUOUS

MOMENT CONNECTION FOR

SPAN OF STRUCTURAL ELEMENT

STEEL BEAMS

STEEL BEAM SPLICE

OVER SUPPORT

HIDDEN EXISTING BUILDING LINE

BREAK LINE

DIRECTION OF SLOPE

EXISTING BUILDING LINE

MATCH LINE

SW1 SHEAR WALL MARK - SEE SCHEDULE

ELEVATION CHANGE

STRUCTURAL NOTES

These notes are provided for typical conditions. See plans and details for specific requirements in other areas.

EXISTING CONDITIONS

Verify all dimensions, elevations, and detail of existing structure where they affect this construction.

Notify resident engineer if there are any deviations from the contract documents.

Obtain prior approval from Resident Engineer before cutting openings or recesses or making other modifications to existing structure not shown on structural drawings.

COORDINATION -- ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS

Verify all depressions, dimensions, elevations, openings, equipment supports, and details and coordinate by reference to architectural, mechanical and electrical drawings.

OPENINGS

Verify size and location of all openings with architectural, mechanical and electrical drawings. Structural drawings do not necessarily show all openings.

Place openings in floor and roof not shown on structural drawings between structural members. Notify Resident Engineer before openings larger than 12" in any dimension are added.

Obtain prior approval from Resident Engineer before making any openings through structural members if the openings are not shown on the structural drawings.

DESIGN CODES AND STANDARDS

Department of Veterans Affairs: Office of Construction & Facilities Management - Design Manual (2011) International Building Code (2012) - Where referenced by the VA Design Manual American Concrete Institute (ACI) 318-11 - Building Code Requirements for Structural Concrete American Concrete Institute (ACI) 530-11 - Building Code Requirements for Masonry Structures American Institute of Steel Construction (AISC) 360-10 - Specification for Structural Steel Buildings American Institute of Steel Construction (AISC) - Steel Construction Manual - Thirteenth Edition American Welding Society - Structural Welding Code - Steel (2004) as modified by AISC Specifications

DESIGN STRESSES

Reinforcing Steel (Fy)

60,000 psi (A615, Grade 60) Concrete (f'c) (28 day compressive strength)

4,500 psi for exterior concrete 4,000 psi unless noted 4,000 psi for interior slab on grade 3,500 psi for normal weight concrete slabs on steel deck 3,000 psi for footings 2,000 psi (pre-mixed grout) for masonry cores, lintels, and bond beams

Masonry (28 day compressive strength) 2,000 psi prism strength (f'm) unless noted 2,000 psi grout strength

Structural Steel (Fy) 50,000 psi (A992 or A572 Grade 50) for W shapes 36,000 psi (A36) for bars, plates, angles and other shapes 46,000 psi (A500, Grade B) for structural tubing 35,000 psi (A53, Type E or S, Grade B) for pipes

DESIGN LOADS

Roof Loads

Roof Dead Load: 20 psf superimposed, typical 30 psf superimposed Grid E to west (accounts for 10 psf surgical hanging loads)

Roof Snow Load Parameters Ground Snow Load = 40 psf Exposure Factor (Ce) = 1.0 Occupancy Importance Factor = 1.2 Thermal Factor (Ct) = 1.0

Snow Drift Loads: In accordance with ASCE 7-10 Chapter 7.

Penthouse/Mechanical Room: Snow load + 20 psf hanging load

Floor Live Loads Typical Floors 100 psf Mechanical Rooms 150 psf Stairs and Corridors 100 psf Stair Treads 300 # concentrated load

Wind Loads ASCE 7-10 Envelope Procedure Parameters

Exposure B Basic wind speed 120 MPH (3 second gust) Risk Category IV Wind Directionality Factor (Kd) 0.85 Topographic Factor (Kzt) 1.0

Seismic Loads ASCE 7-05 Equivalent Lateral Force Procedure Importance Factor: 1.50 Occupancy Category: IV Site Soil Classification: D SS = 0.089 g, S1 = 0.035 g SDS = 0.095 g, SD1 = 0.056 g Seismic Design Category: A Design Base Shear (V) = 60 k Seismic Response Coefficient (Cs) = 0.041 Response Modification Factor (R) = 3.5 Basic Seismic-Force-Resisting System: Steel Ordinary Moment Frames

TEMPORARY BRACING

This structure is a non-self-supporting steel frame that requires interaction with slabs and steel deck to provide the required lateral stability. Provide required temporary bracing for structural steel until permanent bracing, slabs, and steel deck are in place.

Provide temporary bracing for all walls (concrete, masonry, cold formed steel, or wood) until they are of adequate design strength and are properly anchored in final form.

GEOTECHNICAL INFORMATION

The foundation design is based on the recommendations contained in Geotechnical Report number 14-731 prepared by GeoTek, with lateral pressures based on the recommendations contained in report number 09-457. Allowable foundation pressures are to be verified in field by a licensed professional geotechnical engineer. Foundations bear on aggregate piers with design parameters as follows:

Net soil bearing capacity Strip footings: 5,000 psf Spread footings: 5,000 psf

Lateral Soil Pressure (equivalent fluid pressure) Lateral pressure on foundation walls (at rest): 80 psf/ft Lateral pressure on retaining walls (active): 50 psf/ft (assumed) Passive soil pressure: 220 psf/ft

Coefficient of friction: 0.3

BACKFILLING

Backfill and materials behind foundation and retaining walls shall be as outlined in the Geotechnical Report.

Do not backfill or compact earth against walls retaining earth until supporting slabs have reached 75% of their design strength or adequate bracing is in place. Provide bracing designed and certified by an Engineer licensed in the state in which the project is located.

Submit design and calculations to Structural Engineer for review only.

Backfill evenly on both sides of foundation walls to prevent overturning o

CONCRETE REINFORCING GENERAL

Provide standard hooks where hook lengths are not specified.

See sheet 5-SS801 for required reinforcing splice lengths.

Provide epoxy coated reinforcing for all concrete exposed to weather such as retaining walls, and exterior walls, piers, columns, slabs, and paving.

Epoxy coated reinforcing is not required for building foundation walls unless specifically noted.

CONCRETE COVER ON REINFORCING

Footings: 3" clear bottom and sides

2" clear top Walls: 1-1/2" clear outside face and surfaces exposed to earth or weather

(2” for #6 bars or larger) 3/4" clear inside face

Piers: 1-1/2" clear to ties or stirrups Slab on Grade: Place reinforcing in upper third of slab

(minimum 3/4" clear top) Tunnel Slab: 3/4" clear top and bottom Beams: 1 1/2" clear to ties or stirrups Concrete Slab on Place reinforcing in upper third of slab

Metal Deck: (minimum 3/4" clear top) Masonry Walls & Columns:centered in cell

1/2" from inside face of cell if not centered

FOOTINGS

For wall footings, provide 32 bar dia. lap at reinforcing splices and full crossing lap at intersections.

Unless otherwise noted, center wall footings under walls and column footings under columns.

Footing elevations shown on plan are to top of footing (TOF).

Hook wall and pier dowels at 3" clear bottom of footing.

CONCRETE SLABS ON GRADE

See details 3, 4, & 7/5-SS601 for control/construction joints.

If control joints are not shown on plan, place control/construction joints at columns and provide additional joints to meet the spacings indicated below:

Exterior slabs, 10'-0" oc maximum Interior slabs, 15'-0" oc maximum

"L" shaped panels and rectangular panels (with length to width ratio greater than 1.5) are not allowed.

All control/construction joints must be continuous and not staggered or offset.

POURED CONCRETE WALLS

Provide 4'-0" (2'-0" each leg) bars at outside corner of walls to match wall horizontal reinforcing size and spacing. Provide 3 - #4 vertical support bars. See 11 & 12/5-SS601.

All openings 12" or larger, in walls shall have:

1 - #4 x 4'-0" each face diagonal at each corner 2 - #5 each face, each side of opening, extend 2'-0" beyond opening

Wall reinforcing is continuous through columns/piers, unless detailed otherwise.

See 10/5-SS601 for typical control/construction joint in concrete walls.

NON-BEARING WALLS

Provide thickened slab below non-bearing masonry walls. See detail 9/5-SS601.

REINFORCED CONCRETE BLOCK WALLS

When one bar is required in a single core, place in center, unless noted otherwise.

When two bars are required in a single core, place one near each face.

Lap vertical reinforcing 48 bar diameters at splices.

Lap horizontal bond beam reinforcing 48 bar diameters at splices.

Extend vertical reinforcing from footings to 2" clear top of wall or to beam bearing for reinforcing below beams.

Fill block core at vertical reinforcing (8" minimum length along wall) with concrete or grout.

Vibrate in place. Rodding and puddling are not allowed Provide horizontal joint reinforcing at 16"oc.

CONCRETE BLOCK WALL LINTELS

See architectural drawings for lintels in non-bearing masonry walls.

All block lintels to be filled with concrete or grout. Vibrate in place.

Fill a minimum of two block courses below lintel bearing.

LATERAL LOAD RESISTING SYSTEM FOR STRUCTURAL STEEL BUILDINGS

The following elements comprise the primary lateral load resisting system:

Roof Diaphragm: Steel roof decking.

Floor Diaphragm: Composite steel deck and concrete, concrete slab.

Collector elements/drag struts: None.

Lateral load resisting system: Steel moment frames

STRUCTURAL STEEL CONNECTIONS

Typically, provide welded or bolted shop connections and bolted field connections.

Typical bolts are 3/4" Ø A325-N bolts in standard or short slotted holes.

Provide shear connections according to the standard connection schedules on sheet 5-SS801 and as follows:

Use double angles for all girders and for all beams W24 and larger.

Double angle connection or single plate connection may be used for other beams.

For skewed girder connections, use a single plate connection with a capacity equal to or greater than the double angle connection for that beam size.

Beams that connect to a column or wall on either end and support the load from another beam are considered girders. Beams supporting precast plank floors are considered girders.

Beams requiring a non-typical connection will be noted on the drawings as DA-X for double angle connections or SP-X for single plate connections (where X denotes the number of bolt rows in the connection).

Design bracing, moment, and other connections not detailed on the drawings for the loads indicated. Submit calculations for these connections.

Touch up all field welding of galvanized steel.

COMPOSITE STEEL DECK SLABS

See Detail 3/5-SS602 for deck fastening. Deck flutes and ribs must line up from one span of deck to the next.

Do not cut openings in deck until concrete has reached its design strength.

Provide 2-#5 @ 12" located on each side of openings up to 2'-6" wide perpendicular to deck span. Locate bars parallel to deck span ¾"clear from the bottom of flute and extend to support purlins. Locate perpendicular bars ¾" clear from the top of deck and extend 1'-6" past edge of opening. For openings wider than 2'-6", provide steel frame per detail 2/5-SS602. Weld deck to angle frames at 12" oc. Multiple smaller openings spaced less than 2'-0" on center shall be treated as one large opening.

Pour composite slabs to a constant thickness.

STEEL ROOF DECK

See Detail 3/5-SS602 for deck fastening.

Provide steel frame at openings wider than 6". See detail 1/5-SS605.

Weld deck to angle frames at 12" oc.

Allowable point loads applied to steel deck are controlled by the following:

Maximum of 250 pounds in any 5’-0”x5’-0” square area.

Maximum of 100 pounds on any individual hanger location.

The total mechanical load applied to a deck-supporting member shall not exceed 5 pounds per square foot uniform load (typical) or 25 pounds per square foot in mechanical rooms.

LOOSE ANGLE BRICK LINTELS

Bear lintel a minimum of 8" each side of opening. Locate vertical leg tight against back face of brick.

Provide minimum lintels as follows:

Spans up to 4'-0" L4 x 3-1/2 x 3/8 (LLV) - Galvanized Spans 4'-0" to 8'-0" L6 x 3-1/2 x 3/8 (LLV) - Galvanized Provide longer horizontal leg, if needed, to extend to between 1/2" and 1" clear outside face of brick.

WS WALL STEP

R E G . NO .

S

O U T H D A K O T

A

E P

R

EG

IS

TE

RED

ROFESS IONAL

NG

IN

E

ER

RAUCH

11905

ANDREW M.

B K

B M

P ro fe s s io n a l E n g in e e rs

In c A ll ri g h ts r e s e rv e d T h is d o c u m e n t is a n i n s tr u m e n t o f s e rv ic e a n d i s t h e p ro p e rt y o f B

K B

M P ro fe s s io n a l E n g in e e rs

In c a n d m a y n o t b e u s e d o r c o p ie d w it h o u t p ri o r w ri tt e n c o n s e n t.

C

BKBM

ENGINEERS

5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard

Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518 www.bkbm.comwww.bkbm.comwww.bkbm.comwww.bkbm.com

SIOUX FALLS, SD

CONSTRUCT SURGICAL SUITE

816 561 4443

Kansas City, MO 64108

2380 McGee Street, Suite 200

Ellerbe Becket, Inc.

Ellerbe Becket Architects and Engineers, Inc.

Ellerbe Becket Architects and Engineers

ARCHITECT/ENGINEERS/COST ESTIMATORS:CONSULTANTS:

Drawing Title:

Approved: Andrew Rauch

Project Title:

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c e f o o t th re e e ig h ts i n c e f o o t o n e h a lf i n c e f o o t th re e q u a rt e rs i n c e f o o t o n e i n c e f o o t o n e o n e h a lf i n c h e s e f o o t th re e i n c h e e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

A

B

C

D

E

F

G

CIVIL/LANDSCAPE/SURVEYOR FIRE PROTECTION

t: 605-332-7211 f: 605-332-7222

216 South Duluth Ave Sioux Falls, SD 57104

SAYRE ASSOCIATES

t: 317-468-5188 f: 317-486-5189

1520 Main Street Indianapolis, IN 46224

FP&C

FULLY SPRINKERED

/2

2/ t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420 f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421

BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00

08/22/14

438-363ES

BJNTAW

5-SS001

TITLE SHEET

SHEET INDEX

5-SS001 TITLE SHEET

5-SS101 FOUNDATION PLAN

5-SS102 MECHANICAL FLOOR FRAMING PLAN AND ROOF FRAMING PLAN

5-SS103 MECHANICAL AND AIR INTAKE ROOF FRAMING PLANS

5-SS601 SECTIONS AND DETAILS

5-SS602 SECTIONS AND DETAILS

5-SS603 SECTIONS AND DETAILS

5-SS604 SECTIONS AND DETAILS

5-SS605 SECTIONS AND DETAILS

5-SS801 SCHEDULES AND DETAILS

21 145

Revisions Schedule

Revision Number Revision Date

B B

CC

DD

EE

F F

GG

4 4.5

5.7

5.7

SC3

P1

SC3

P1

SC3

P1

SC3

P1

SC1

P1

SC1

P1

F1

SC1

P1

F1

SC12

P1

F1

SC12

P1

F1

SC1SC4SC1

SC4SC1 SC1

F2

SC1

SC1

P1

F1

SC8

P1

F1

SC8

P1

F1

SC3

P1

F1

SC3

P1

F1

SC3

P1

F2

SC11

P1

F2

SC5

P1

F2

SC5

P1

F3

SC11

SC11

SC11

SC2

SC10

P1

F4

SC10

SC10

P1

F2

SC9

P1

F4

SC10

P1

F2

10' - 9" 34' - 8" 21' - 2" 32' - 6" 32' - 6" 32' - 6" 13' - 6 1/2"

153' - 4"

6'

16' - 3" 21' - 0" 11' - 6" 32' - 6"

81' - 3"

21' - 0" 11' - 6" 32' - 6"

9' - 0" 12' - 0"

W /E

Q U

IP

S

U P

P

LI

E R

2'

V E

R

IF

Y

8'

W/EQUIP SUPPLIER

14' - 6 1/2" VERIFY 8' - 0"

1'

0"

6'

0"

1'

"8'

8'

/8

5'

/8

1'

4' - 8"

1'

1'

0"

7'

1'

7'

5'

0"

4' - 8"

SC1

P1

P1

F2

P1

F2

P1

F2

P1

F2

P1

F2

P1

F2

P1

F2

P1

F4

P1

F5

P1

F3

P1

F5

P1

FA

SC2

P1

F1

SC2

P1

F1

/4

5'

/4

FA

TO POST CL

1' - 10" GRID OF COLS

3' - 3 1/2" CL

4'

1'

3' - 1"

5' - 3" 1' - 0"

FB

FB

5-SS601

5-SS601

5-SS601

5-SS601

6.8

22' - 2" 2' - 0" 3' - 2 3/4" 5' - 1 1/4"

6.7

3' - 1"

1' - 6"

5-SS601

5-SS601

5-SS601

5-SS601

5-SS601

1' - 10" 2" 22' - 0" 12' - 6" 14' - 10" 6' - 4"

1'

/2

5 6 7 8

21' - 0" 11' - 6"

0"

1'

6" SANITARY & 8" STORM

INV = 1494.7', SEE CIVIL

6" SANITARY & 8" STORM

INV = 1494.7', SEE CIVIL

45.00°

7'

2'

3'

0"

0"

8'

FA

TYP STRIP FTG

@ FDN WALLS, UNO

6.9

1' - 1 3/4"

B.3

B.4

SC1

P1

F1

2'

1'

0"

3' - 3 5/8"

9'

5'

/2

1'

3/ 8"

10' - 9" 34' - 8" 21' - 2" 32' - 6" 32' - 6" 32' - 6"

TOF 1494'-5 3/4"

TOF 1494'-5 3/4"

TOF 1495'-5 3/4"

5-SS601

8" 4'

FB TOF 1495'-11 3/4"

1' - 6"

5-SS601

TOF 1492'-11 3/4"

4" 4"

6" 6"

4' - 0" 1' - 0"

5-SS601

4' - 0" 1' - 0"

WS WS WSWS

W S

W S

W S

F1

SC7SC7

5'

4"

4"4"

4"

1' - 6" 8' - 4" 1' - 6" 15' - 4 1/8" 8" 4' - 6" 1' - 6" 10' - 9" 1' - 6"

5-SS601

5-SS601TYP 4

SIDES

B.2

F1

TO

F

3/

4"

EXIST TOF 1492' - 11 3/4" EXIST TOF 1492' - 11 3/4"

TO

F

3/

4"

5-SS605

5-SS605

5-SS605

4' - 6" 5' - 1 3/8"

TO IF OF STRINGER

3' - 0" IF OF STRINGER

5-SS601

5-SS601

P2

WORK BY OTHERS

C13 C13

C13 C13

C13 C13

C13 C13

C13 C13

C13 C13

C13 C13

C13 C13

T/PIER 1499' - 6"

T/PIER 1499' - 6"

10 10

UNLESS NOTED OTHERWISE:

1. SEE SHEET 5-SS001 FOR STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS.

2. SEE SHEET 5-SS601 FOR TYPICAL FOOTING AND FOUNDATION DETAILS.

3. SEE SHEET 5-SS801 FOR SCHEDULES.

4. PROVIDE 5" SLAB ON GRADE W/#4 @ 12"OC, EACH WAY.

5. TOP OF SLAB ELEVATION = 1498'-11 3/4".

6. TOP OF CONCRETE PIER = 1497'-11 3/4".

7. TOP OF EXTERIOR FOOTING ELEVATION (TOF) AT WALL AND COLUMNS = 1495'-5 3/4".

8. TOP OF INTERIOR FOOTING ELEVATION (TOF) AT WALL AND COLUMNS = 1495'-5 3/4".

9. PROVIDE THE FOLLOWING CONCRETE WALL REINFORCING:

6" WALLS #4 @ 16" EACH WAY CENTERED IN WALL.

8" WALLS #4 @ 18" VERTICAL #4 @ 12" HORIZONTAL CENTERED IN WALL.

10" WALL #4 @ 18" VERTICAL, #4 @ 10" HORIZONTAL CENTERED IN WALL.

12" WALL #4 @ 18" VERTICAL EACH FACE, #4 @ 16" HORIZONTAL EACH FACE

14" WALL #4 @ 18" VERTICAL EACH FACE, #4 @ 14" HORIZONTAL EACH FACE

16" WALL #4 @ 18" VERTICAL EACH FACE, #5 @ 18" HORIZONTAL EACH FACE

LAP REINFORCING AS FOLLOWS:

#4 - 26" #5 - 32"

PROVIDE #4 @ 12"OC DOWELS FROM FOOTING INTO POURED WALLS. CENTER DOWELS IN

WALL. EXTEND DOWELS 2'-0" ABOVE FOOTING AND TO 3" CLEAR BOTTOM OF FOOTING.

HOOK DOWELS AT BOTTOM OF FOOTING.

10. FOOTINGS FOR WALLS NOT NOTED SHALL BE 12" THICK WITH A MINIMUM PROJECTION OF

4" EACH SIDE. REINFORCE WITH 2-#5 CONTINUOUS. ADD 1-#5 CONTINUOUS FOR EACH 6"

WIDTH OVER 24".

11. PLACE ALL STOOP SLABS ON MINIMUM 4'-0" DEPTH OF CLEAN GRANULAR FILL MATERIAL.

12. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED

SLABS AND PARTITION WALLS.

13. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS.

14. DENOTES 6" SLAB ON GRADE W/#4@12"OC, EW.

15. STEP OR THICKEN FOOTINGS PER SECTIONS 1 AND 2/5-SS601 FOR UTILITIES.

COORDINATE LOCATIONS WITH MECHANICAL AND CIVIL.

N

R E G . NO .

S

O U T H D A K O T

A

E P

R

EG

IS

TE

RED

ROFESS IONAL

NG

IN

E

ER

RAUCH

11905

ANDREW M.

B K

B M

P ro fe s s io n a l E n g in e e rs

In c A ll ri g h ts r e s e rv e d T h is d o c u m e n t is a n i n s tr u m e n t o f s e rv ic e a n d i s t h e p ro p e rt y o f B

K B

M P ro fe s s io n a l E n g in e e rs

In c a n d m a y n o t b e u s e d o r c o p ie d w it h o u t p ri o r w ri tt e n c o n s e n t.

C

BKBM

ENGINEERS

5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard

Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518 www.bkbm.comwww.bkbm.comwww.bkbm.comwww.bkbm.com

SIOUX FALLS, SD

CONSTRUCT SURGICAL SUITE

816 561 4443

Kansas City, MO 64108

2380 McGee Street, Suite 200

Ellerbe Becket, Inc.

Ellerbe Becket Architects and Engineers, Inc.

Ellerbe Becket Architects and Engineers

ARCHITECT/ENGINEERS/COST ESTIMATORS:CONSULTANTS:

Drawing Title:

Approved: Andrew Rauch

Project Title:

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of o n e e ig h th i n c e f o o t o n e q u a rt e r in c e f o o t th re e e ig h ts i n c e f o o t o n e h a lf i n c e f o o t th re e q u a rt e rs i n c e f o o t o n e i n e f o o t o n e o n e h a lf i n c h e e f o o t th re e i n c h e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

A

B

C

D

E

F

G

CIVIL/LANDSCAPE/SURVEYOR FIRE PROTECTION

t: 605-332-7211 f: 605-332-7222

216 South Duluth Ave Sioux Falls, SD 57104

SAYRE ASSOCIATES

t: 317-468-5188 f: 317-486-5189

1520 Main Street Indianapolis, IN 46224

FP&C

PROJECT

NORTH

TRUE

NORTH

FULLY SPRINKERED

/2

2/ t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420 f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421

BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00

08/22/14

438-363ES

BJNTAW

5-SS101

FOUNDATION PLAN

FOUNDATION PLAN

KEYNOTES

1 12" CONCRETE SLAB W/#4 @ 6"OC EACH WAY, BOTTOM & #4 @ 12"OC EACH WAY, TOP. 12" SLAB TO BE

CENTERED BELOW DIAGNOSTIC IMAGING EQUIPMENT FLOOR PLATE, VERIFY EXACT LOCATION

W/EQUIPMENT SUPPLIER.

2 TOP OF CONCRETE WALL = 1500'-3 3/4", BRICK LEDGE ELEVATION = 1499'- 7 3/4".

3 TOP OF CONCRETE WALL = 1500'-11 3/4", BRICK LEDGE ELEVATION = 1500'- 3 3/4".

4 TOP OF CONCRETE WALL = 1501'-7 3/4", BRICK LEDGE ELEVATION = 1500'- 11 3/4".

5 TOP OF CONCRETE WALL = 1502'-3 3/4", BRICK LEDGE ELEVATION = 1501'- 7 3/4".

6 TOP OF CONCRETE WALL = 1502'-11 3/4", BRICK LEDGE ELEVATION = 1502'- 3 3/4".

7 TOP OF CONCRETE WALL = 1503'-7 3/4", BRICK LEDGE ELEVATION = 1502'- 11 3/4".

8 TOP OF CONCRETE WALL = 1504'-3 3/4", BRICK LEDGE ELEVATION = 1503'- 7 3/4".

9 PROVIDE 2-#5x2'-6" DOWELS TO EXISTING FOOTING. DRILL 6" INTO EXISTING AND SET W/ADHESIVE.

10 SEE 5-AS912 FOR FRAMING AT SURGICAL LIGHTS AND UTILITY BOOMS, TYP. COORDINATE LOCATIONS

W/ARCH.

22 145

C O

M P

O S

IT

E

S

LA

B

M T

L R

O O

F D

E C

K

C O

M P

O S

IT

E

S

LA

B

C O

M P

O S

IT

E

S

LA

B

M T

L R

O O

F D

E C

K

M T

L R

O O

F D

E C

K

MTL ROOF DECK

MTL ROOF DECK

MTL ROOF DECK

MTL ROOF DECK

B B

CC

DD

EE

F F

GG

4 4.5

5.7

5.7

10' - 9" 34' - 8" 21' - 2" 32' - 6" 32' - 6" 32' - 6" 13' - 6 1/2"

153' - 4"

6'

W10X12

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W24X55

W24X55

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W24X55

W24X55

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X31

W24X55

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W16X26

W16X26W24X94

W10X12

W10X12

W10X12

W24X94

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W18X40W18X40

W18X40 W18X40

W18X40 W18X40

W18X40 W18X40

W18X40 W18X40

W24X84 W24X55

W 10X12

W24X68

W24X55W24X84

W24X55W24X55

W16X26

W

X

W

X

W

X

W14X22W21X44

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

18 1814

LO

LO

W10X12

W10x12 HI W21x44 HI W21x44 HI

W10X12

E

Q S

P A

'-9

/2 "O

C , T

Y P

, U N

O

E Q

S P

A

'-3

"O C

, T Y

P , U

N O

5"

5" 16' - 3" 21' - 0" 11' - 6" 32' - 6" 5"

81' - 3"

E

Q S

P A

'-0

/8 "O

C , T

Y P

, U N

O

E Q

S P

A

'-0

"O C

, T Y

P , U

N O

E

Q S

P A

'-0

/8

T Y

P , U

N O

7 EQ SPA @ 4'-7 3/4"OC, TYP, UNO 7 EQ SPA @ 4'-7 1/8"OC, TYP, UNO

3' - 8" 2' - 8" 13' - 2" 6' - 0"

14' - 7" 1' - 4"

2'

1/ 2"

4"

4'

/2

2'

2'

2'

1'

0"

10' - 9" 34' - 8" 21' - 2" 32' - 6" 21' - 0" 11' - 6" 22' - 2"

2' - 0"

3' - 2 3/4" 5' - 1 1/4"

9' - 0" 1' - 10"

2" EJ

10' - 0"

1/

2"

6.8

6.8

6.7

0"

1/

2"

3'

/2

1'

0"

E J2"

45.00°

6.9

B.3

B.4

W

X

W10X12

1/4"

1/

2"

4"

4"4"

4"

3' - 9 3/8" 2' - 0"

2' - 6 1/2"

5-SS603

5-SS603

14A

5-SS603

OPP

20A

5-SS603

20A

5-SS603

17A

5-SS603 17B

5-SS603

5-SS603

17B

5-SS603

OPP

5-SS604

23A

5-SS603

5-SS603

5-SS603

1A

5-SS603

5A

5-SS603

5-SS603

5-SS603

3A

5-SS603

5A

5-SS603

5-SS603

5-SS604

5-SS603

7B

5-SS603

5-SS603

5-SS604

5-SS605

B.2

5-SS605

3'-0"OC

3 EQ SPA @

5-SS605

8 1/2"

4" 4 1/2"

8 1/2"

5-SS605

5-SS605

5-SS605

5-SS602

5-SS605

5-SS602 TYP @

PURLINS

5-SS602

5-SS602

@ JAMB @ JAMB

5-SS602 TYP @

GIRDER

5-SS602

TYP @

CURB

W

X

5-SS605

5-SS605

3 EQ SPA @ 3'-10 1/8"OC

5-SS602

5-SS102

5-SS602

5-SS604

LO

LO

1'

0"

6'

2" GALV METAL GRATING

TOB 1512'-3 1/4"

4"

5" 7 1/2" 11 1/2"

7C

5-SS603

7C

5-SS603

OPP

5-SS602

5-SS602

1/2

WORK BY OTHERS

UNLESS NOTED OTHERWISE:

1. SEE SHEET 5-SS001 FOR STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS.

2. SEE SHEET 5-SS801 FOR SCHEDULES.

3. TOP OF SLAB ELEVATION = 1512'-5 1/4".

4. 3" - 20GA. COMPOSITE DECK W/4 1/2" NORMAL WEIGHT CONCRETE (7 1/2" TOTAL

THICKNESS).

REINFORCE W/STEEL OR SYNTHETIC MACRO FIBRE REINFORCING ACCORDING TO

THE SPECIFICATIONS.

5. BEAM SIZE W16x26 (1 3/8) POSITIVE BEAM CAMBER IN INCHES.

10 NO. OF 3/4"Øx6" H STUDS, SEE 1/5-SS602.

6. SEE STRUCTURAL NOTES FOR TYPICAL COMPOSITE SLAB OPENING FRAMING. COORDINATE

WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENING LOCATION AND SIZE.

7. SEE SHEET 5-SS602 FOR TYPICAL COMPOSITE SLAB DETAILS.

8. 1 1/2" - 20GA. WIDE RIB ROOF DECK.

9. TYPICAL TOP STEEL BEAM (@ ROOF DECK) EL. = 1514'-10 1/4".

10. SEE 3/5-SS602 FOR TYPICAL DECK ATTACHMENT TO BEAMS.

11. PROVIDE 2-5/16" WEB STIFFENER PLATES AT STEEL BEAMS RUNNING OVER COLUMNS OR WALLS.

CENTER ON SUPPORT.

12. SEE 1/5-SS605 FOR TYPICAL ROOF OPENING FRAMING. COORDINATE WITH

ARCHITECTURAL/MECHANICAL DRAWINGS FOR OPENING LOCATION AND SIZE.

13. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS

AND PARTITION WALLS.

14. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS.

E

1 1/4" METAL GRATING

T/CHANNEL 1516'-1 3/4"

4'

1/

2"

5-SS602

5-SS602

4 3/8" 8' - 7" 4 3/8"

3'

C8X13.7

C 8X

.7

C8X13.7

C 8X

.7

5-SS602

W8X18

W8X18

W

X

W

X

26 OR LIGHT

SEE ARCH

BOOM

SEE ARCH

BOOM

SEE ARCH

CL OF TABLE

SEE ARCH

CL OF TABLE

SEE ARCH

O V

E R

U T

IL

IT

IY

B

O O

M , T

Y P

W 8x

, 3

'-0

O C

, C E

N T

E R

E D

LI

G

H T

/M O

N

IT

O R

A R

M M

O U

N T

, T Y

P W

8x

, 2 '-6

O

C , C

E N

T E

R E

D O

V E

R

HSS COL

SEE PLAN

HSS COL

SEE PLAN

HSS COL

SEE PLAN

HSS COL

SEE PLAN

5-SS604

5-SS604 OPP

5-SS604

5-SS604

OPP

R E G . NO .

S

O U T H D A K O T

A

E P

R

EG

IS

TE

RED

ROFESS IONAL

NG

IN

E

ER

RAUCH

11905

ANDREW M.

B K

B M

P ro fe s s io n a l E n g in e e rs

In c A ll ri g h ts r e s e rv e d T h is d o c u m e n t is a n i n s tr u m e n t o f s e rv ic e a n d i s t h e p ro p e rt y o f B

K B

M P ro fe s s io n a l E n g in e e rs

In c a n d m a y n o t b e u s e d o r c o p ie d w it h o u t p ri o r w ri tt e n c o n s e n t.

C

BKBM

ENGINEERS

5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard

Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518 www.bkbm.comwww.bkbm.comwww.bkbm.comwww.bkbm.com

SIOUX FALLS, SD

CONSTRUCT SURGICAL SUITE

816 561 4443

Kansas City, MO 64108

2380 McGee Street, Suite 200

Ellerbe Becket, Inc.

Ellerbe Becket Architects and Engineers, Inc.

Ellerbe Becket Architects and Engineers

ARCHITECT/ENGINEERS/COST ESTIMATORS:CONSULTANTS:

Drawing Title:

Approved: Andrew Rauch

Project Title:

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of o n e e ig h th i n c e f o o t o n e q u a rt e r in c e f o o t th re e e ig h ts i n c e f o o t o n e h a lf i n c e f o o t th re e q u a rt e rs i n c e f o o t o n e i n e f o o t o n e o n e h a lf i n c h e e f o o t th re e i n c h e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

A

B

C

D

E

F

G

CIVIL/LANDSCAPE/SURVEYOR FIRE PROTECTION

t: 605-332-7211 f: 605-332-7222

216 South Duluth Ave Sioux Falls, SD 57104

SAYRE ASSOCIATES

t: 317-468-5188 f: 317-486-5189

1520 Main Street Indianapolis, IN 46224

FP&C

PROJECT

NORTH

TRUE

NORTH

FULLY SPRINKERED

/2

2/ t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420 f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421

BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00

08/22/14

438-363ES

BJNTAW

5-SS102

MECHANICAL FLOOR FRAMING PLAN AND ROOF

FRAMING PLAN

ROOF & MECHANICAL FLOOR FRAMING PLAN

KEYNOTES

10 SEE 5-AS912 FOR FRAMING AT SURGICAL LIGHTS AND UTILITY BOOMS, TYP. COORDINATE LOCATIONS W/ARCH.

11 ANGLE KICKERS @ 1/4 POINTS. SEE 5/5-SS605.

12 ANGLE KICKERS @ 1/4 POINTS. SEE 5/5-SS602.

13 PROVIDE 8'-0" WIDE REMOVABLE RAILING SECTION WITH REMOVABLE TOE PLATE, CENTERED ON THIS EDGE.

MECH EQUIPT ROOM PLATFORM PLAN ENLARGEMENT

23 145

DETAIL

NOTE:

1. SEE 1 & 2/5-SS801 FOR OR LIGHT, MONITOR & UTILITY BOOM MOUNT FRAME SECTIONS.

2. TOP OF BEAM ELEV = 1513'-3 3/4", TYP, UNO.

EE

F F

GG

4 4.5

5.7

5.7

W24X55

W10X12

W10X12

W24X55

W24X55 W24X55

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W24X55 W24X55

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W24X55

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W10X12

W10X12

W12X14

W

X

W10X12

W10X12

1/

2"

8"

4 1/2" 16' - 3" 21' - 0" 11' - 6" 32' - 6" 4 1/2"

81' - 3"

2'

0"

6"

1/

2"

8"

W

X

W

X

W

X

W

X

W16X26

W16X26

1' - 3" 3' - 0" 6"

5' - 8" 10' - 7"

E

Q S

P A

'-7 "O

C , T

Y P

, U N

O

E Q

S P

A

'-1

0" O

C , T

Y P

, U N

O

E

Q S

P A

'-1 0"

O C

SC6

6.8

6.8

6.7

6.7

6.9

6.9

SC6

16' - 3" 21' - 0" 11' - 6" 22' - 2" 2' - 0" 3' - 2 3/4" 5' - 1 1/4" 13' - 6 1/2"

32' - 6" 32' - 6" 32' - 6"

4 1/2" 4"

4 1/2" 1' - 7 1/2"

3 EQ SPA @ 3'-10 1/8"OC

4"

4"

4"

5-SS603

14A

5-SS603

5-SS603

5-SS603

11A

5-SS603

17A

5-SS603

5-SS603

14A

5-SS603

5-SS6037A

5-SS603

5-SS603

OPP

5-SS602

5-SS603

5-SS603

5-SS602

WALL @ BRICK

LINE LOAD

6A

5-SS605

5-SS605

5-SS602

5-SS602

5-SS605

5-SS605

5-SS605

@ JAMB

5-SS605

@ JAMB

5-SS605

5-SS605

5-SS605

5A

5-SS605

5-SS604

5-SS604

5-SS604

5-SS604

17A

5-SS603

17A

5-SS603

OPP

OPP

1/

2"

1/ 2"

4 1/2"

F

G

4.5 5

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W

X

W

X

16' - 3"

2'

3' - 11" 5' - 8" 2' - 7"

2'

E

Q S

P A

'-7 "O

C

4"

4"

5-SS604

5-SS604

5-SS604

5-SS604

C

X

.3

C10X15.3

C

X

.3

C10X15.3

5-SS604

20A

5-SS604

5-SS604

5-SS604

5-SS604

UNLESS NOTED OTHERWISE:

1. SEE SHEET 5-SS001 FOR STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS.

2. SEE SHEET 5-SS801 FOR SCHEDULES.

3. 1 1/2" - 20GA. WIDE RIB ROOF DECK.

4. TYPICAL TOP OF STEEL BEAM EL. = 1535'-4 3/4".

5. SEE 3/5-SS602 FOR TYPICAL DECK ATTACHMENT.

6. PROVIDE 2-5/16" WEB STIFFENER PLATES AT STEEL BEAMS RUNNING OVER COLUMNS OR WALLS.

CENTER ON SUPPORT.

7. SEE 1/5-SS605 FOR TYPICAL ROOF OPENING FRAMING. COORDINATE WITH

ARCHITECTURAL/MECHANICAL DRAWINGS FOR OPENING LOCATION AND SIZE.

8. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS.

UNLESS NOTED OTHERWISE:

1. SEE SHEET 5-SS001 FOR STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS.

2. SEE SHEET 5-SS801 FOR SCHEDULES.

3. 1 1/2" - 20GA. WIDE RIB ROOF DECK.

4. TYPICAL TOP STEEL BEAM EL. = 1525'-3 1/4".

5. SEE 3/5-SS602 FOR TYPICAL DECK ATTACHMENT.

6. PROVIDE 2-5/16" WEB STIFFENER PLATES AT STEEL BEAMS RUNNING OVER COLUMNS OR WALLS. CENTER ON

SUPPORT.

7. SEE 1/5-SS605 FOR TYPICAL ROOF OPENING FRAMING. COORDINATE WITH ARCHITECTURAL/MECHANICAL

DRAWINGS FOR OPENING LOCATION AND SIZE.

8. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS AND

PARTITION WALLS.

9. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS.

R E G . NO .

S

O U T H D A K O T

A

E P

R

EG

IS

TE

RED

ROFESS IONAL

NG

IN

E

ER

RAUCH

11905

ANDREW M.

B K

B M

P ro fe s s io n a l E n g in e e rs

In c A ll ri g h ts r e s e rv e d T h is d o c u m e n t is a n i n s tr u m e n t o f s e rv ic e a n d i s t h e p ro p e rt y o f B

K B

M P ro fe s s io n a l E n g in e e rs

In c a n d m a y n o t b e u s e d o r c o p ie d w it h o u t p ri o r w ri tt e n c o n s e n t.

C

BKBM

ENGINEERS

5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard

Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518 www.bkbm.comwww.bkbm.comwww.bkbm.comwww.bkbm.com

SIOUX FALLS, SD

CONSTRUCT SURGICAL SUITE

816 561 4443

Kansas City, MO 64108

2380 McGee Street, Suite 200

Ellerbe Becket, Inc.

Ellerbe Becket Architects and Engineers, Inc.

Ellerbe Becket Architects and Engineers

ARCHITECT/ENGINEERS/COST ESTIMATORS:CONSULTANTS:

Drawing Title:

Approved: Andrew Rauch

Project Title:

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of o n e e ig h th i n c e f o o t o n e q u a rt e r in c e f o o t th re e e ig h ts i n c e f o o t o n e h a lf i n c e f o o t th re e q u a rt e rs i n c e f o o t o n e i n e f o o t o n e o n e h a lf i n c h e e f o o t th re e i n c h e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

A

B

C

D

E

F

G

CIVIL/LANDSCAPE/SURVEYOR FIRE PROTECTION

t: 605-332-7211 f: 605-332-7222

216 South Duluth Ave Sioux Falls, SD 57104

SAYRE ASSOCIATES

t: 317-468-5188 f: 317-486-5189

1520 Main Street Indianapolis, IN 46224

FP&C

PROJECT

NORTH

TRUE

NORTH

FULLY SPRINKERED

/2

2/ t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420 f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421

BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00

08/22/14

438-363ES

BJNTAW

5-SS103

MECHANICAL AND AIR INTAKE ROOF FRAMING

PLANS

MECHANICAL ROOF FRAMING PLAN

AIR INTAKE ROOF FRAMING PLAN

KEYNOTES

11 ANGLE KICKERS @ 1/4 POINTS. SEE 5/5-SS605.

24 145

S

LA

B T

H

IC

K N

E S

S C

U T

/4

O F

S E

E P

LA

NSAWCUT JOINT WITHIN 12

HOURS AFTER PLACING SLAB.

TYPICAL CONTROL JOINT

SEE STRUCTURAL NOTES FOR JOINT SPACING

TYPICAL CONSTRUCTION JOINT

SEE STRUCTURAL NOTES FOR JOINT SPACING

CONTRACTOR MAY CHOOSE METHOD

PROVIDE 3/4"Øx1'-2"@18"OC

SMOOTH BAR, GREASE ONE

END, CENTER ON JOINT.

S E

E P

LA

N

1' - 0" 1' - 0"

S E

E P

LA

N

5" M

IN

4 1/2x1/4x0'-4 1/2" DIAMOND

PLATE@18"OC.

1' - 0" 1' - 0"

SEE TYPICAL WALL REINF

OR STRUCT NOTES

#5@18"OC, VERT

(CENTERED IN 5")

#4xCONT@10"OC, HORIZ

(CENTERED IN 5")

G

6" 5" 7" 4"

8"

TOS

SEE PLAN

CL OF COL

STEEL COLUMN SEE

PLAN & SCHEDULE

FILL IN DIAMOND 7 DAYS MIN

AFTER SLAB HAS BEEN PLACED.

PAPER JOINT

4 SIDES

SEE TYPICAL CONTROL /

CONSTRUCTION JOINT DETAILS.

TYPICAL SLAB DETAIL AT STEEL WIDE FLANGE COLUMN

ADD 3 TIES @ 3"oc

@ TOP OF PIER CIP PIER

SEE PLAN

SLAB ON GRADE

SEE PLAN

TSE

SEE PLAN

STL COL SIZE &

CONFIGURATION

MAY VARY, SEE PLAN

CONC FTG

SEE PLAN

TOF

SEE PLAN

TPE

SEE PLAN

CL OF COL

5-SS601

2" MIN PROJECTION OF

DIAMOND AT PIER ALL

AROUND, SEE 7/5-SS601

STL COL

SEE PLAN

BASE PL

SEE SCHED

CL

COL

STL COL

SEE PLAN

BASE PL

SEE SCHED

PLAN VIEW

WIDE FLANGE COLUMN

PLAN VIEW

TUBE STEEL COLUMN

T Y

P

1/ 2"

CL

COL

T Y

P

1/ 2"

5/16*

TYP 4

SIDES

2 BOLT Ø

NON-SHRINK

GROUT

SECTION

BASE PL THICKNESS

STL COL SIZE &

SHAPE MAY VARY

SEE PLAN

ANCHOR RODS w/NUTS &

WASHERS T&B OF BASE PL,

SEE 6/5-SS601.

ISOLATE COL FROM SLAB

w/1 LAYER BLDG PAPER

PAINT ALL STL BELOW

TSE w/BITUMINOUS MAT'L

OR @ DIAMOND BLOCK-OUT

ENCASE IN CONCRETE

B

O

LT

Ø M

IN

P

R O

J

CL

COL

* WELD NOT TO EXCEED

MAT'L THICKNESS

5/16*

TYP

1 1/2"

S E

E S

C H

E D

U

LE

E M

B E

D M

E N

T

LE

N G

T H

D

TOP OF PILE CAP, FOOTING,

PIER, SLAB OR CONC BEAM.

PROVIDE 1 WASHER & 2

NUTS PER ROD.

PROVIDE 1-3x1/4x0'-3"

PLATE WASHER & 1 NUT

PER ROD BOTTOM.

TYPICAL ASTM F1554

ANCHOR ROD. SEE PLAN

NOTES AND COLUMN

SCHEDULE NOTES FOR

EXCEPTIONS.

3/4"x3/4" RECESS EACH SIDE

OF WALL. CAULK JOINT

SEE PLAN FOR

WALL REINFORCING

NOTES:

1. AT CONTROL JOINTS OMIT KEYWAY AND PROVIDE RECESS EACH SIDE OF WALL.

2. PLACE CONTROL JOINTS @ 20'-0" MAXIMUM.

3. STOP 1/2 OF HORIZONTAL REINFORCING PRECISELY AT CONTROL JOINT LOCATIONS.

TYPICAL VERTICAL CONTROL/CONSTRUCTION JOINT IN CONCRETE WALL.

ALTERNATE 2x4 KEYED

CONSTRUCTION JOINT

PLACE CORNER BARS AT

OUTSIDE FACE WITH 2'-0"

LEG EACH WAY, MIN. SIZE

AND SPACING TO MATCH

HORIZONTAL WALL

REINFORCING.

TYPICAL REINFORCED CONCRETE WALL PLAN, FOR

WALLS W/2-LAYERS OF REINFORCING. SEE

STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

PLACE CORNER BARS AT

OUTSIDE FACE WITH 2'-0"

LEG EACH WAY, MIN. SIZE

AND SPACING TO MATCH

HORIZONTAL WALL

REINFORCING.

TYPICAL REINFORCED CONCRETE WALL PLAN, FOR

WALLS W/SINGLE LAYER OF REINFORCING. SEE

STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

SEE TYPICAL WALL REINF

OR STRUCT NOTES

#5@18"OC, VERT

(CENTERED IN 5")

#4xCONT@10"OC, HORIZ

(CENTERED IN 5")

E

6" 5" 11"

8"

TOS

SEE PLAN

1' - 10"

#5@18"OC W/STD HK, VERT, EF &

#5@12"OC, HORIZ, EF

#4@24"OC, EMBED 24"

INTO CONC BELOW

BOND BM W/

2-#5xCONT

2' - 0"

TOS

SEE PLAN

CONC FTG

SEE PLAN

TOW

SEE ARCH

T/BRICK LEDGE

1498'-3 3/4"

SEE ARCH FOR CAP

& FLASHING

BOND BREAKER

TOS

SEE PLAN

2' - 0"

6" 1' - 0" 6"

2S 2S

S S

S T

T M

IN

CONT REINF

UNLESS NOTED:

S=8" FOR MASONRY WALLS

S=12" FOR CONC WALLS

TYPICAL DETAIL FOR STEPPING FOOTING

SEE ARCH DRAWINGS FOR

NON-BEARING WALLS NOT

SHOWN ON STRUCTURAL

DRAWINGS

(W)

WIDTH

THICKENED SLAB

W/2-#4 CONT

8"

2W

SEE TYPICAL WALL REINF

OR STRUCT NOTES

B

6" 5" 11"

TOS

SEE PLAN

1' - 10"

#4 DWLS @ 12"OC

TOW

SEE PLAN

T/LEDGE

SEE PLAN

#4xCONT @18"OC, HORIZ, EF

5-#4xCONT, LONG, T&B

#4 @ 18"OC

#5 @ 12"OC

W/HK ON ONE END

2' - 2" 2' - 6"

4"

1'

#4 @ 12"OC, VERT

#4 @ 12"OC, CENTER IN 5"

PART OF WALL 1 1/4"Ø NOM SCHED 80 STL

PIPE, TYP

TOS

SEE PLAN

BENT PL3x3/8x7x0'-3" W/

1-1/2"Ø ADHESIVE ANCHOR

(4" EMBED)

(@ STL CONN USE 1-1/2"Ø

BOLT), TYP

PL2 1/4x3/8x0'-5" W/

1-1/2"Ø ADHESIVE

ANCHOR (4" EMBED)

4"

1'

CIP WALL

SEE 14/5-SS601

3/4"Ø SERRATED STL

RUNGS, TYP

T Y

P

1'

1/4

TYP

CLR

1' - 6"

2' - 6 1/2"

CL

ISOLATION JOINT, SEE ARCH

12" SLAB, SEE PLAN & KEYNOTE

MIN

6"

PIPE PERPENDICULAR TO

FOUNDATION WALL & FOOTING

FOUNDATION WALL, SEE PLAN.

6"

A S

R E

Q 'D

S E

E P

LA

N

F T

G

PIPE PERPENDICULAR TO

FOUNDATION WALL & FOOTING.

NOTES:

1. FOR PIPES BELOW FOOTING PROVIDE SLEEVE & THICKEN CONCRETE FOOTING AS SHOWN

OR STEP FOOTING BELOW PIPE PER 1/5-SS601.

2. FOR PIPES WITHIN FOOTING DEPTH STEP FOOTING PER 1/5-SS601 SO PIPES PASS THROUGH

WALL. PROVIDE SLEEVE & GROUT INTO WALL.

3. SLEEVE DIAMETER TO BE 2" GREATER THAN PIPE OUTSIDE DIAMETER.

+1'-6"

SLEEVE DIA

3" NORMAL WT

CONC ON 1"-22GA

FORM DECK W/#4@

12"OC EACH WAY,

2" CLEAR TOP.

#4x3'-0"@12"OC DWLS, EQUAL LEGS

SEE ARCH FOR

JOINT SIZE AND

LOCATION

#4x3'-0"@12"OC

DWLS, CENTER

ON JOINT

#4x3'-0"@

12"OC DWLS,

EQUAL LEGS

8"

POWER DRIVEN

FASTENER, TYP

6" 4"

2" MIN BRG TYP

#4@12"OC EACH WAY (TYPICAL 3

SIDES) CENTER IN WALL, HOOK

VERTS AT BOTTOM OF FOOTING

SEE TYPICAL WALL REINFORCING

OR STRUCTURAL NOTES

GRID

GRID

4"

2' - 1"

EXTEND F2 CONC &

LONG REINF & ADD 3-#5

BOT, TRANS

T/PIER 1498'-11 3/4"

STOOP, SEE PLAN

1'

1'

6" 1' - 9" 11" 7"

R E G . NO .

S

O U T H D A K O T

A

E P

R

EG

IS

TE

RED

ROFESS IONAL

NG

IN

E

ER

RAUCH

11905

ANDREW M.

B K

B M

P ro fe s s io n a l E n g in e e rs

In c A ll ri g h ts r e s e rv e d T h is d o c u m e n t is a n i n s tr u m e n t o f s e rv ic e a n d i s t h e p ro p e rt y o f B

K B

M P ro fe s s io n a l E n g in e e rs

In c a n d m a y n o t b e u s e d o r c o p ie d w it h o u t p ri o r w ri tt e n c o n s e n t.

C

BKBM

ENGINEERS

5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard

Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518 www.bkbm.comwww.bkbm.comwww.bkbm.comwww.bkbm.com

SIOUX FALLS, SD

CONSTRUCT SURGICAL SUITE

816 561 4443

Kansas City, MO 64108

2380 McGee Street, Suite 200

Ellerbe Becket, Inc.

Ellerbe Becket Architects and Engineers, Inc.

Ellerbe Becket Architects and Engineers

ARCHITECT/ENGINEERS/COST ESTIMATORS:CONSULTANTS:

Drawing Title:

Approved: Andrew Rauch

Project Title:

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of o n e e ig h th i n c e f o o t o n e q u a rt e r in c e f o o t th re e e ig h ts i n c e f o o t o n e h a lf i n c e f o o t th re e q u a rt e rs i n c e f o o t o n e i n e f o o t o n e o n e h a lf i n c h e e f o o t th re e i n c h e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

A

B

C

D

E

F

G

CIVIL/LANDSCAPE/SURVEYOR FIRE PROTECTION

t: 605-332-7211 f: 605-332-7222

216 South Duluth Ave Sioux Falls, SD 57104

SAYRE ASSOCIATES

t: 317-468-5188 f: 317-486-5189

1520 Main Street Indianapolis, IN 46224

FP&C

FULLY SPRINKERED

/2

2/ t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420 f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421

BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00

08/22/14

438-363ES

BJNTAW

5-SS601

SECTIONS AND DETAILS

DETAIL

DETAIL

DETAIL

DETAIL

DETAIL

SECTION

SECTION

SECTION

SECTION

DETAIL

DETAIL

SECTION

SECTION

SECTION

SECTION

SECTION

DETAIL

SECTION

DETAIL

25 145

Revisions Schedule

Revision 1 Date 1

COMP DECK SPAN DIRECTION

BEAM PARALLEL TO DECK SPAN

1. SEE PLAN FOR NUMBER OF STUDS AND LOCATION.

2. PLACE WITH UNIFORM SPACING.

3. WHERE MINIMUM SPACING CANNOT BE MET, PLACE STUDS IN DOUBLE ROW. SEE OPPOSITE END.

SEE PLAN FOR BEAM SPACING

2" MIN 4" MIN EQ SPACING

3" M

IN

2" MIN

3" MIN

B

E A

M

S T

E E

L

SPACE STUDS UNIFORMLY

ALONG LENGTH OF BEAM

METAL DECK

BEAM PERPENDICULAR TO DECK SPAN

IN STUD LAYOUT: A SINGLE NUMBER FOR BEAM SPAN SIGNIFIES A

UNIFORM DISTRIBUTION, MULTIPLE NUMBER SIGNIFY SEGMENTED

DISTRIBUTION BETWEEN MAJOR PURLINS.

CENTERLINE

OF BEAM

GRID

STL COL

SEE PLAN

STL BM

SEE PLAN

BASE PL 8 1/2x1/2x1'-4" W/4-3/4"Ø

BOLTS, (3 1/2" GAGE). INCREASE BASE

PL AS NECESSARY FOR BRACE FRAME

GUSSET PL, REF 12/5-SS604.

TYP

1 1/2"

DIM-'S'

CENTERLINE PURLIN

PURLIN TOP FLANGE

2 FRAMING ANGLES (TOP FLUSH

W/ TOP OF BEAMS). PROVIDE

L3x3x1/4 IF DIM 'L' IS LESS THAN 3'-6". PROVIDE L5x3x3/8 IF 'L' IS

BETWEEN 3'-6" AND 7'-0"

COORDINATE SIZE AND

LOCATION OF OPENINGS W/

ARCH AND MECH PRIOR TO

FABRICATION

4 - 8 1/2x4x3/8x0'-5" BENT PLATE

(PLACE 3/8" ABOVE CHANNELS)

TIGHT TO TOP EDGE OF BEAM.

END FRAMING MEMBER MAY

BE OMITTED WHEN THE

OPENING IS LESS THAN 12"

FROM GIRDER CENTERLINE.

EXTEND SIDE ANGLES TO

GIRDER.

D

IM

'L

'A'

3/16

TYP

3/16

TYP

C8x11.5 EACH END

NOTE: SIDE FRAMING ANGLE

MAY BE OMITTED WHEN

DIMENSION 'A' IS 12" OR LESS.

PLAN

SEE

COMPOSITE FLOOR SLAB.

DECK DIRECTION VARIES.

3/8" CONT BENT PLATE

W/ 1/2"Øx6"@18"OC HS

3/16 3@12

1" MIN LAP

WHERE SHOWN ON PLAN

PROVIDE L3x3x1/4 KICKERS

TO ADJACENT BEAM TOP

FLANGE @ BEAM 1/4 POINTS

1"

PLAN

SEE PLAN

SEE

COMPOSITE FLOOR SLAB.

DECK DIRECTION VARIES.

L5x3x3/8x0'-5 1/2" W/

2-3/4"Ø A325 BOLTS TO

CHANNEL

SEE 5/5-SS602

FOR ADD'L INFO

MC6, SEE 15/5-SS604

G

1/4

1/2

PLAN

SEE

COMPOSITE FLOOR SLAB.

DECK DIRECTION VARIES.

METAL EDGE FORM,

SEE SCHEDULE.

METAL EDGE FORM SCHEDULE

"L" GAUGE

LESS THAN 4" 14

4" TO LESS THAN 8" 12

8" TO 10" 10

1/8 1@12

EDGE FORM TO

STEEL BEAM

LAP

2" MIN

"L"

COMPOSITE FLOOR SLAB,

DECK DIRECTION VARIES.

L2x2x1/4x1'-2" CENTER

ON COLUMN.

3/16

TYP

METAL EDGE FORM

OR 3/8" BENT PL,

PER 4-5/5-SS602.

#4x5'-0" @ 12"OC, CNTR

OVER GIRDER

COMPOSITE FLOOR SLABO

V

E R

R E

IN

F

P R

O V

ID

E

/4

C

O V

E R

COMPOSITE FLOOR SLAB

2 - SPAN MINIMUM

SHEET LENGTH

3 - SPAN PREFERRED

1.5" ROOF DECK

36/9 PATTERN

36/7 PATTERN

36/5 PATTERN

36/4 PATTERN

36/3 PATTERN

END LAP - HILTI X-ENP-19

SIDE MARGIN (LONGITUDINAL EDGE)

HILTI X-ENP-19

SIDE LAP, TYP - HILTI SLC

36" COVERAGE

SPACING OF FASTENERS

DIAGRAMMATIC ONLY SEE DECK

FASTENER SCHEDULE FOR

DIMENSIONS.

INTERMEDIATE SUPPORTS 6'-0" MAX

CLEAR SPAN UNO

0" AT COMPOSITE DECK

2" MIN END LAP

3" COMPOSITE DECK

36/4 PATTERN

36" COVERAGE

DECK FASTENER SCHEDULE

DECK TYPE

INTERMEDIATE SUPPORTS AND END LAPS FASTENER PATTERN

SIDE MARGINS

SIDE LAPS

3" COMP DECK

SEE PLAN

36"OC MAX

HILTI SLC @ 36"OC

1.5" ROOF DECK

36/4 PATTERN TYP

HILTI X-ENP-19 @ 36"OC

HILTI SLC @ 36"OC

NOTE: OTHER POWER DRIVEN FASTENERS MAY BE USED IF SPACING PROVIDES EQUIVALENT DIAPHRAGM

CAPACITY. RECEIVE WRITTEN APPROVAL FROM ARCHITECT.

INTERMEDIATE SUPPORTS AND END LAPS FASTENERS HEADED STUDS HILTI X-ENP-19

TOS

SEE PLAN

TOB

SEE PLAN

MTL ROOF DECK

SEE PLAN

STL BM

SEE PLAN

COMP SLAB

SEE PLAN

STL BM

SEE PLAN

4 1/2"

STL BM

SEE PLAN

4"

CONT L6x3 1/2x5/16 (LLV)

BENT PL2x1/4x18x0'-6" @ EA PURLIN.

WELD CHANNEL TOES

3/16" FILLET @ EA

SUPPORT BM

(CONTRACTORS OPTION:

MC18x42.7x0'-6")

3/16

3/16

BRICK

SEE ARCH

3/16 2@12

CONT L4x3x1/4 (LLH)

SEE 4/5-SS602

STL STUD WALL, SEE ARCH.

SUPPLIER TO DESIGN BOTTOM TRACK

TO SPAN BTWN CHANNEL SUPPORTS

GRID

SEE ARCH

COMPOSITE FLOOR SLAB.

DECK DIRECTION VARIES.

CONC CURB

SEE ARCH & MECH

FOR LOCATIONS

#4 DWL'S @ 12"OC

THUS:

8"

8"

#4xCONT 6"

6"

SEE 2/5-SS602 FOR DECK

OPNG FRAMING

TOB

SEE PLAN

MTL ROOF DECK

SEE PLAN

STL BM

SEE PLAN

STL BM

SEE PLAN

CONT L6x3 1/2x5/16 (LLV)

GRID

BENT PL2x1/4x18x0'-6"

WELD CHANNEL TOES

3/16" FILLET @ EA

SUPPORT BM

(CONTRACTORS OPTION:

MC18x42.7x0'-6")

3/16

3/16

MTL STUD &

BRICK WALL

SEE ARCH

SEE ARCH

TOB

SEE PLAN

STL BM

SEE PLAN

BRICK

SEE ARCH

SEE ARCH

CONT C6x8.2 @ 4'-0"OC, EXTEND TO ADJACENT BM.

CL

CONT L6x3 1/2x5/16 (LLV)

3/16

3/16

3/16

3/16

STL STUD WALL, SEE ARCH.

SUPPLIER TO DESIGN BOTTOM

TRACK TO SPAN BTWN C6

SUPPORTS

PLAN

SEE

COMPOSITE FLOOR SLAB.

DECK DIRECTION VARIES.

3/8" CONT BENT PLATE

W/ #4x3'-0"@18"OC

WELDABLE REBAR

1" MIN LAP

SEE 5/5-SS602

FOR ADD'L INFO

TOB

SEE PLAN

STL BM

SEE PLAN

BRICK

SEE ARCH

SEE ARCH

C6x8.2 @ 4'-0"OC, MAX.

EXTEND TO ADJACENT BM.

CL

CONT L6x3 1/2x5/16 (LLV)

3/16

3/16

3/16

3/16

TYP

STL STUD WALL, SEE ARCH.

SUPPLIER TO DESIGN BOTTOM

TRACK TO SPAN BTWN C6

SUPPORTS

COMPOSITE FLOOR SLAB.

DECK DIRECTION VARIES.

CONC CURB, SEE ARCH & MECH

FOR LOCATIONS. SEE 18/5-SS602.

6"

6"

SLAB EDGE

SEE 4/5-SS602

SEE PLAN

TOB

SEE PLAN

4"

PL8x1/2x0'-8" W/2-1/2"Ø

BOLTS, TYP

HSS4x4x1/4, TYP

PL10x1/2x0'-10" W/4-1/2"Ø HILTI

HUS-EZ ANCHORS

(4 1/4" LENGTH), TYP

1 1/2" GALV SERRATED RECT BAR

GRATING, McNICHOLS GW-150

W/HOLD DOWN CLIPS, 4 PER

PANEL, MIN

L4x3 1/2x3/8x0'-5 1/2" LONG

W/4-3/4"Ø BOLTS, TYP

S H

R

IN

K G

R O

U T

1/

2" N

O N

1/4

TYP

GRID

7 1/2" 4' - 8" 4 3/8"

T/GRATING

SEE PLAN

1' - 0" 3' - 8"

SEE ARCH FOR

RAILING SYSTEM

L4x3x3/8x0'-5 1/2"

W/2-3/4"Ø BOLTS

GRID

SEE PLAN

T/GRATING

SEE PLAN

1/4

NOTE:

SEE 15/5-SS602 FOR ADD'L INFO

SEE 15/5-SS602

SEE ARCH FOR

RAILING SYSTEM

PL6x3/8x5 1/2

W/2-3/4"Ø BOLTS TO

CHANNEL. PL TO OUTSIDE

OF COL FLANGE W/1/4"

FILLET WELD, 3 SIDES.

1/2

FASTEN DECK TO BM

PER 3/5-SS602.

CL OF COL

1 1/2" GRATING

GRID

3" PLAN

SEE

R E G . NO .

S

O U T H D A K O T

A

E P

R

EG

IS

TE

RED

ROFESS IONAL

NG

IN

E

ER

RAUCH

11905

ANDREW M.

B K

B M

P ro fe s s io n a l E n g in e e rs

In c A ll ri g h ts r e s e rv e d T h is d o c u m e n t is a n i n s tr u m e n t o f s e rv ic e a n d i s t h e p ro p e rt y o f B

K B

M P ro fe s s io n a l E n g in e e rs

In c a n d m a y n o t b e u s e d o r c o p ie d w it h o u t p ri o r w ri tt e n c o n s e n t.

C

BKBM

ENGINEERS

5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard5930 Brooklyn Boulevard

Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518Minneapolis, MN 55429-2518 www.bkbm.comwww.bkbm.comwww.bkbm.comwww.bkbm.com

SIOUX FALLS, SD

CONSTRUCT SURGICAL SUITE

816 561 4443

Kansas City, MO 64108

2380 McGee Street, Suite 200

Ellerbe Becket, Inc.

Ellerbe Becket Architects and Engineers, Inc.

Ellerbe Becket Architects and Engineers

ARCHITECT/ENGINEERS/COST ESTIMATORS:CONSULTANTS:

Drawing Title:

Approved: Andrew Rauch

Project Title:

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of o n e e ig h th i n c e f o o t o n e q u a rt e r in c e f o o t th re e e ig h ts i n c e f o o t o n e h a lf i n c e f o o t th re e q u a rt e rs i n c e f o o t o n e i n e f o o t o n e o n e h a lf i n c h e e f o o t th re e i n c h e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

A

B

C

D

E

F

G

CIVIL/LANDSCAPE/SURVEYOR FIRE PROTECTION

t: 605-332-7211 f: 605-332-7222

216 South Duluth Ave Sioux Falls, SD 57104

SAYRE ASSOCIATES

t: 317-468-5188 f: 317-486-5189

1520 Main Street Indianapolis, IN 46224

FP&C

FULLY SPRINKERED

/2

2/ t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420t: (763) 843-0420 f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421f: (763) 843-0421

BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00BKBM Job No. 14290.00

08/22/14

438-363ES

BJNTAW

5-SS602

SECTIONS AND DETAILS

DETAIL

SECTION

DETAIL

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

STEEL DECK ATTACHMENT

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

26 145

SECTION

Revisions Schedule

STL BM

SEE PLAN

(@ 1A/5-SS603, NO BM)

STL BM

SEE PLAN

STL COL

SEE PLAN

GRID

5-SS603

5-SS603

GAGE

COL BOLT

3" B

M D

E P

T H

3"

1/

2"

1/

2"

1/ 2"

10 1/2"

3/8

3/8

1/4

TYP

STL BM

SEE PLAN

8-3/4"Ø A325-N BOLTS

3/4" PLATE

1/

2"

1/

2"

1/ 2"

CL

STL BM

SEE PLAN

(@ 3A/5-SS603, NO BM)

STL BM

SEE PLAN

STL COL

SEE PLAN

GRID

TOS

SEE PLAN

5-SS603

5-SS603

STL BM

SEE PLAN

STL COL

SEE PLAN

GRID

STL BM

SEE PLAN

(@ 5A/5-SS603, NO BM)

5-SS603

5-SS603

STL BM

SEE PLAN

(@ 3A/5-SS603, NO BM)

STL BM

SEE PLAN

STL COL

SEE PLAN

CL

CL

STL BM

SEE PLAN

3" G

A G

E

4"

8"

2" 3" 3"

STL BM

SEE PLAN

3/16

3/16 T&B

1/2"PL

W/ 4-3/4"Ø

A325N BOLTS

4"

GAGE

COL BOLT

3" B

M D

E P

T H

3"

1/

2"

1/

2"

1/ 2"

10 1/2"

3/8

3/8

3/16

TYP

STL BM

SEE PLAN

8-3/4"Ø A325N BOLTS

1/2" PLATE

1/

2"

1/

2"

1/ 2"

CL

GAGE

COL BOLT

3" B

M D

E P

T H

3"

1/

2"

1/

2"

1/ 2"

8 1/2"

3/8

3/8

3/16

TYP

STL BM

SEE PLAN

8-3/4"Ø A325N BOLTS

1/2" PLATE

1/

2"

1/

2"

1…