c-302 detailsnic not in contract opp opposite opng opening of outside face od outside diameter oc on...

S

3

T/FTG = X'-X"

3

DRAWING LEGEND

INDICATES WOOD OR STEEL STUD

SHEAR WALL

POST-TENSION DEAD END (PLAN)

POST-TENSION STRESSING END (PLAN)

POST-TENSION PROFILE (PLAN)

(IN INCHES)

DETAILS OR SECTION CUT IN PLAN

VIEW (DETAIL NUMBER/SHEET NUMBER)

TILT-UP/PRECAST CONCRETE WALL

CONNECTION SYMBOL (REFER TO

CONNECTION DETAIL)

INDICATES CONCRETE COLUMN

SYMBOL (REFER TO DIAPHRAGM

INDICATES BEARING WALL BELOW

INDICATES CONCRETE/TILT-UP

CONCRETE WALL

INDICATES MASONRY/CMU WALL

INDICATES WOOD OR STEEL STUD

WALL

INDICATES STEP IN FOOTING

(REFER TO TYPICAL STEP IN

FOOTING DETAIL)

FOOTING SYMBOL (REFER TO SPREAD

FOOTING SCHEDULE)

SHEAR WALL SYMBOL (REFER TO

SHEAR WALL SCHEDULE)

REVISION TRIANGLE

TILT-UP/PRECAST CONCRETE WALL

PANEL NUMBER (REFER TO TILT-UP/

PRECAST CONCRETE WALL ELEVATIONS)

CMU WALL REINFORCING SYMBOL

(REFER TO CMU WALL REINFORCING

SCHEDULE)

ROOF/FLOOR DIAPHRAGM NAILING

ELEVATION SYMBOL (T/ REFERS

TO COMPONENT THAT THE

ELEVATION REFERENCES)

STUD BUBBLE (INDICATES NUMBER

OF STUDS REQUIRED IF EXCEEDS

NUMBER SPECIFIED IN PLAN NOTE)

DETAILS OR SECTION CUT

(DETAIL NUMBER/SHEET NUMBER)

INDICATES LOCATION OF CONCRETE

WALLS, SHEAR WALLS OR BRACED

FRAME ELEVATIONS

SPAN INDICATOR (INDICATES EXTENTS

OF FRAMING MEMBERS OR OTHER

STRUCTURAL COMPONENTS)

INDICATES WIDE FLANGE COLUMN

INDICATES BUNDLED STUDS

CONTINUITY PLATE LENGTH

(REFER TO TYPICAL DETAIL)

MARK

NAILING SCHEDULE)

MARKDESCRIPTION DESCRIPTION

INDICATES DIRECTION OF DECK SPAN

INDICATES MOMENT FRAME

CONNECTION

INTERMEDIATE STRESSING (PLAN)

INDICATES NUMBER OF STUD RAIL

REQUIRED AT COLUMN (REFER TO

STUD RAIL DETAILS)

STEEL/CONCRETE COLUMN

SYMBOL (REFER TO STEEL

COLUMN SCHEDULE)

INDICATES EXISTING WALL

INDICATES DRAG CONNECTION

INDICATES HOLLOW STRUCTURAL

SECTION (HSS) COLUMN OR

TUBE STEEL (TS) COLUMN

INDICATES HOLLOW STRUCTURAL

SECTION (HSS) COLUMN OR

STEEL PIPE COLUMN

INDICATES DOUBLE SHEAR

CONNECTION (REFER TO THE DOUBLE

SHEAR PLATE CONNECTIONS DETAIL)

PILE CAP SYMBOL (REFER TO

PILE CAP SCHEDULE)

INDICATES PRECAST

CONCRETE COLUMN

F2.0

INDICATES WOOD POST

1P

1

INDICATES CANTILEVER

CONNECTION

00

S0.0

1

1

8"

DS

SR__

1

1

C1

XX"xXX"

X

SX.X

XX/SXX.XX

INDICATES REINFORCING TYPE

(REFER TO THE REINFORCING

SCHEDULE)

2W4

00TB

ABBREVIATIONS

THRU Through

W Wide

THKND Thickened

TYP Typical

T&G Tongue & Groove

UBC Uniform Building

Code

TRANSV Transverse

W/O Without

W/ With

WWF Welded Wire Fabric

WP Working Point

WHS Welded Headed Stud

± Plus or Minus

UNO Unless Noted

Otherwise

VERT Vertical

TDS Tie Down System

TCX Top Chord Extension

GEOTECH Geotechnical

L Angle

BMU Brick Masonry Unit

TC AX LD Top Chord Axial Load

DB Drop Beam

C'SINK Countersink

EXP JT Expansion Joint

FDN Foundation

FD Floor Drain

EXT Exterior

(E) Existing

EXP Expansion

EW Each Way

EQUIP Equipment

EQ Equal

FIN Finish

ELEV Elevator

ELEC Electrical

EL Elevation

EF Each Face

EA Each

DWG Drawing

DP Depth/Deep

DO Ditto

DN Down

DL Dead Load

DIAG Diagonal

DF Douglas Fir

DEV Development

DBL Double

DIA Diameter

NIC Not In Contract

OPP Opposite

OPNG Opening

OF Outside Face

OD Outside Diameter

OC On Center

NTS Not To Scale

OWSJ Open Web Steel Joist

OWWJ Open Web Wood Joist

PL Plate

LONGIT Longitudinal

LLV Long Leg Vertical

LLH Long Leg Horizontal

LL Live Load

LF Lineal Foot

LSL Laminated Strand Lumber

LVL Laminated Veneer Lumber

MAS Masonry

MISC Miscellaneous

MIN Minimum

MFR Manufacturer

MEZZ Mezzanine

MECH Mechanical

MAX Maximum

CMU Concrete Masonry

Unit

CJ Construction or

Control JointCJP Complete Joint

Penetration

CONT Continuous

CONST Construction

CONN Connection

CONC Concrete

COL Column

CLR Clear

CL Centerline

CIP Cast in Place

C Camber

B or BOT Bottom

BLKG Blocking

BLDG Building

BRG Bearing

B/ Bottom Of

ARCH Architectural

ALT Alternate

ADDL Additional

AB Anchor Bolt

k Kips

INT Interior

IF Inside Face

IE Invert Elevation

ID Inside Diameter

HORIZ Horizontal

HD Hold-down

HGR Hanger

HF Hem-Fir

HDR Header

GWB Gypsum Wall Board

HP High Point

GL Glue Laminated Timber

GALV Galvanized

GA Gage

FTG Footing

F/ Face of

SPEC Specification

STRUCT Structural

STIFF Stiffener

STD Standard

SST Stainless Steel

SF Square Foot

SYM Symmetrical

T&B Top & Bottom

SWWJ Solid Web Wood

Joist

T/ Top Of

SQ Square

STL Steel

PSI Pounds Per Square

InchPSL Parallel Strand

Lumber

SCHED Schedule

RET Retaining

REQD Required

REINF Reinforcing

RD Roof Drain

PT Pressure Treated

P-T Post-Tensioned

SHTHG Sheathing

SIM Similar

REF Refer/Reference

R Radius

PSF Pounds per Square

Foot

PLWD Plywood

PP Partial Penetration

HSS = TS (Hollow Structural Section)

FLR Floor

PAF Powder Actuated Fastener

BP Baseplate

DBA Deformed Bar Anchor

DIST Distributed

EMBED Embedment

FRP Fiberglass Reinforced Plastic

KSF Kips Per Square Foot

LP Low Point

PERP Perpendicular

SOG Slab on Grade

SR Studrail

CTRD Centered

IBC International Building

Code

CB Castellated Beam

URM Unreinforced

Masonry Unit

PC Precast

SMF Special Moment

Frame

STAGG Stagger/Staggered

PREFAB Prefabricated

T Top

BTWN Between

THRD Threaded

SCBF Special Concentric

Braced Frame

BRBF Buckling Restrained

Braced Frame

OCBF Ordinary Concentric Braced

Frame

DEMO Demolish

CLG Ceiling

ADH Adhesive

CLT Cross-Laminated

Timber

NLT Nail-Laminated

Timber

FRT Fire Retardant Treated

SP Southern Pine

SFRS Seismic Force-

Resisting System

These drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use these

drawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.

FOR PERMIT

© Copyright D'Amato Conversano Inc. All Rights ReservedThis document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.

www.dci-engineers.comCIVIL / STRUCTURAL

707 W 2nd AvenueSpokane, Washington 99201P: (509) 455-4448

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REV DATE DESCRIPTION



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STRUCTURALGENERAL NOTES

AMISTAD

ELEMENTARY

KENNEWICK

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PERMIT SET




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GENERAL NOTESAND STRUCTURAL

SPECIALINSPECTION

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET


S

7.1

6.1

5.1

4.1

3.1

F

ED

B

A

G

4" CONC SLAB ON GRADE W/

#4 @ 18"OC EW CTRD

PER PLAN NOTES

28'-8"

51'-4 1/2"

6'-8"

13'-11 1/2"

86'-0 1/2"

MA

TC

HLIN

E

PE

R S

-115

16" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &

#4 HORIZ @ 12"OC EF, TYP

2'-7 3/4"

22'-9"

6'-7"

19'-4 3/4"3'-4 1/4"

25'-4 3/4"

5'-11"

22'-9"

5'-11"

22'-9"

3'-3 3/4"

4'-0 1/4"

11'-0"

4'-4"

19'-4 5/8"

1'-2"

24'-10"

1'-6"

24'-6"

1'-6"

5'-11"

22'-9"3'-3 3/4"

11 1/4"

5 7/8"

2'-7"

22'-9 3/4"

5'-11"

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

3'-7 5/8"

23'-9 1/2"2'-2 1/2"

4'-10 5/8"

HSS5x5x3/16

HSS6x6x1/4

HSS6x6x3/8

HSS6x6x1/4

HSS6x6x3/16

HSS6x6x3/16

HSS4x4x3/16

HSS6x6x3/16

HSS5x5x3/16HSS6x6x1/4

HSS6x6x1/4

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x1/4

HSS6x6x3/16

HSS4x4x3/16

HSS6x6x3/16

HSS6x6x3/16

HSS6x6x3/16

HSS6x6x1/4

HSS6x6x3/16

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x3/8

HSS6x6x1/4

HSS8x4x3/8

HSS6x6x1/4

HSS4x4x3/16

HSS6x6x1/4

HSS6x6x1/4


HSS6x6x3/8

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x3/8

HSS6x6x1/4

HSS8x4x3/8

F4.0

F4.0

F5.0

F5.0

F5.0

F5.0

3'-11 3/4"

22'-9"

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


HSS6x6x1/4

HSS6x6x1/4

HSS6x6x3/16 HSS6x6x3/16

HSS6x6x3/16

HSS6x6x3/16

HSS6x6x3/16

HSS4x4x3/16

HSS5x5x3/16

HSS6x6x1/4

HSS4x4x3/16

186'-8 1/2"

14'-8"

16'-9 1

/2"

8'-9 1

/2"

14'-1 1

/2"

17'-4"

71'-8 1

/2"

HSS5x5x3/16

T/SLAB = 0'-0"

2.1

C

11 1/4"8"

8"

11 1/4" 11 1/4"

8"

1'-3 3/4"11 1/4"

2'-0"

11 1/4" 8 3/8"

S-402

5

S-401

20

S-401

20

TYP AT OPNGS &

FULL HEIGHT

GLAZING

3'-0"Wx12"DP CONT FTG

W/ #4B @ 12"OC EW

S-401

16

TYP

S-401

20

CJ

CJ

CJ

CJ

S-401

20

17/S-504

S-401

2

S-401

7

TYP AT

INT COLS

2

4

5

TYP AT

CLASSROOM

WINDOWS

HSS6x6x3/8

S-401

20

S-401

20

22'-0"

7'-4"

S-402

5

1'-4"11 1/4"

4'-0 1/4"

16'-6 3/4"

3'-6"x24'-6'x36"DP

GRADE BEAM W/ (6)

#7 T&B & #4 HOOPS

@ 18"OC

5'-0"x26'-6"x36"DP GRADE

BEAM W/ (5) #6 T&B & #5

HOOPS @ 18"OC

HSS5x5x3/16

F4.0

T/FTG = -0'-8" TYP AT INTERIOR

2/S-301

4/S-301

13/S-301

6/S

-301

12/S

-301

9/S-301

14/S-301

3/S

-301

5/S

-301

HSS6x6x3/16

HSS6x6x3/16

2'-7 3/4"

HSS6x6x3/16

HSS6x6x3/16

2'-7 3/4"

HSS6x6x3/16

5'-8 7/8"

HSS6x6x1/4

F5.0

F5.0

F4.0

F4.0

HSS6x6x1/4

7 5

/8"

3'-0"x10'-0"x12"DP

FTG W/ #5B @

12"OC EW

3'-0"x10'-0"x12"DP

FTG W/ #5B @

12"OC EW

16" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &

#4 HORIZ @ 12"OC EF,

3'-0"x10'-0"x12"DP

FTG W/ #5B @

12"OC EW

3'-0"x10'-0"x12"DP

FTG W/ #5B @

12"OC EW

3'-0"x10'-0"x12"DP

FTG W/ #5B @

12"OC EW

3'-0"x10'-0"x12"DP

FTG W/ #5B @

12"OC EW

3 3

/4"

11 1

/4"

11 1

/4"

11 1/4"

16'-6 1

/4"

9 3

/4"

9 5

/8"

1'-2 3

/8"

11 1

/4"

11 1/4"

11 1

/4"

3 3

/4"

6'-4 3

/4"

11 1/4"

11 1

/4"

11 1

/4"

3 3

/4"

18'-2 1

/2"

9 3/4"

16" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &


7'-0"x29'-4"x48"DP GRADE

BEAM W/ (7) #7 T&B & #5

HOOPS @ 18"OC

6'-0"x29'-4"x48"DP

GRADE BEAM W/

(6) #7 T&B & #5

HOOPS @ 18"OC

6'-0"x24'-6"x48"DP GRADE

BEAM W/ (6) #7 T&B & #5

HOOPS @ 18"OC

7'-0"x23'-6"x48"DP

GRADE BEAM W/

(7) #7 T&B & #5

HOOPS @ 18"OC

3'-1 1/4"

11 1

/4"

3 3

/4"

15'-7 1

/8"

11 1

/4"

3 3

/4"

6'-7 3/8"

11 1

/4"

3 3

/4"

11 1

/4"

3 3

/4"


W/ (3) #4B, TYP


W/ (3) #4B, TYP


W/ (3) #4B, TYP

TYP

4"


W/ (3) #4B, TYP

4'-9 1/2"

9'-8 3/4"

8.0

0°

3'-6 1

/2"

1/2" 1/2"

1/2

"

S-402

5

S-402

5

S-401

8 TYP

9"

S-402

5

S-401

20 S-401

17

S-401

8

TYP

1/2"

1/2

"1/2

"

S-402

5

7 1

/8"

S-401

5

16" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &

#4 HORIZ @ 12"OC EF,

T/FTG = -1'-6"

T/FTG = -1'-6"

T/FTG = -1'-6"

T/FTG = -1'-6"

T/FTG = -1'-6"

1'-2 1

/4"

11 1

/4"

32"x24" CONC PIER

32"x24" CONC PIER

11 1

/4"

11 1

/4"

32"x24" CONC PIER

T/PIER = -0'-8"

TYP AT BRACED

FRAMES

11 1/4"

32"x24" CONC PIER

1'-0 1

/4"

14'-4 3

/8"

34"x24" CONC PIER

32"x24" CONC PIER

1000S162-54 STL

STUDS @ 24"OC, TYP

AT 18" STEMWALL

F4.0

18" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &

#5 HORIZ @ 12"OC EF

S-701

2

F4.0

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-001, S-002 AND S-003.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.

3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL

DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR FREEZERS, COOLERS,

PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL

AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS.

4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND

ARCHITECTURAL DRAWINGS. PROVIDE 15 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE

FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT.

5. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE

PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS

NOTED IN THE STRUCTURAL GENERAL NOTES.

6. CJ INDICATES CONTROL JOINT PER PLAN.

7. AT NON BRACED FRAMES BASE PLATES TO BE t =3/4" WITH LAYOUT AND SIZE PER 14/S4.02. REFERENCE S3.11

FOR BASE PLATES AT BRACED FRAMES.

FOUNDATION PLAN NOTES:

8. ALL EXTERIOR WALL STUDS TO B 800S162-54 @ 24"OC UNO. BOTTOM TRACK TO HAVE 1 1/2" FLANGE AND BE 54

MIL MIN. TOP TRACK TO BE 54 MIL MIN DEFLECTION TRACK WITH SLOTS PER 3/S-503. ATTACH TOP AND BOTTOM

TRACK PER 3/S-503 & 8/S-503 RESPECTIVELY. STUDS HAVE BEEN DESINGED AS FULLY BRACED WITH GYPSUM

SHEATHING BOTH FACES. IF CONDITIONS DIFFER CONTACT ENGINEER OF RECORD FOR BRIDGING

REQUIREMENTS. FRAME OPENINGS PER 17/S-504, UNO.

9. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT.

10. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL

GENERAL NOTES.

11. TYPICAL DETAILS PER:

1/S-401 STANDARD HOOKS AND BENDS - BEAM STIRRUPS AND COLUMN TIES

3/S-401 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS


5/S-401 TYPICAL STEPPED FOOTING

10/S-401 PIPE OR CONDUIT EMBEDDED IN SLAB ON GRADE

11/S-401 TYPICAL STAIR ON GRADE

12/S-401 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR CONCRETE

13/S-401 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR STRUCTURAL MASONRY

14/S-401 TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL/FOOTING

1/S-402 ELEVATION - TYPICAL REINFORCING IN CMU WALL

2/S-402 TYPICAL CMU LINTELS, SILLS AND BOND BEAMS

6/S-402 PLAN - TYPICAL CMU CONTROL JOINT

7/S-402 PLAN - TYPICAL CORNER REINFORCING AT CMU WALLS

14/S-402 TYPICAL BASEPLATE TO FOUNDATION CONNECTION - HSS COLUMN

18/S-402 ELEVATION - TYPICAL CONCRETE WALL OPENING REINFORCING

20/S-402 TYPICAL ANCHOR BOLT SCHEDULE



FOR PERMIT




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S-110

LEVEL 01FOUNDATION

PLAN - AREA 100

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

NSCALE: 1/8" = 1'-0"

LEVEL 01 FOUNDATION PLAN - AREA 100

SPREAD FOOTING SCHEDULETYPE SIZE DEPTH REINFORCING COMMENTS

F4.0 4'-0"x4'-0" 1'-1" (6) #4B EW

F5.0 5'-0"x5'-0" 1'-4" (4) #6B EW

NOTE:DARKENED LINES DESIGNATEAREA OF WORK.

LEVEL 01

LEVEL 02

ROOF

AREA KEYPLANNOT TO SCALE

100200


S

S

S

VE

RTS

@ 2

4"O

CV

ER

TS

@ 3

2"O

C

S

7.1

6.1

5.1

4.1

3.1

F

GJL K


#4 @ 18"OC EW CTRD

PER PLAN NOTES

14'-8"

16'-9 1

/2"

8'-9 1

/2"

14'-1 1

/2"

17'-4"

MA

TC

HLIN

E

PE

R S

-110

16'-3 1/4" 1'-8" 20'-5 1/8"

1'-6 7/8"

13'-10" 5'-6" 15'-0" 10'-11"

3'-6 5/8" 6'-0 1/8" 23'-3 1/4" 9'-3" 25'-2"

10 1

/2"

4'-9 1

/4"

7'-6 1

/4"

7'-8 3/4" 17'-11 1/4" 3'-6 5/8"

17'-3 1/8" 24'-9 3/8"

7'-5 3

/4"

6'-6 7

/8"

7'-3 3

/8"

15'-6 3

/4"

18'-4"

14'-0 1/8"

13'-2 1/2"

11'-0 7/8"

8'-9 1/2"

15'-7 7

/8"

3'-6"

HSS6x6x3/16

HSS6x6x1/4

HSS5x5x3/16

HSS5x5x3/16



HSS6x6x3/8


HSS6x6x1/4


HSS6x6x1/4


HSS6x6x1/4

HSS5x5x3/16

HSS5x5x1/4

HSS5x5x1/4

HSS5x5x1/4

HSS5x5x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x1/4

HSS6x6x3/16

HSS7x7x5/16

HSS5x5x3/16

F5.0

F4.0

F5.0 F5.0

F4.0

F4.0

F4.0

F4.0 F4.0

F4.0

16" CONC STEMWALL

W/ T#4 VERT @ 18"OC EF &



W/ (3) #4B, TYP

155'-2 1/2"

HSS6x6x1/4

HSS5x5x3/16

HSS5x5x3/16

HSS6x6x3/8

12" CONC WALL

12" CMU WALL

W/ #6 VERT @ 32"OC & (2) #4

HORIZ @ 48"OC

12" CMU WALL

W/ #6 VERT @ 32"OC & (2) #4

HORIZ @ 48"OC

8" CMU WALL

W/ #5 VERT @ 32"OC & (2) #4

HORIZ @ 48"OC

12" CMU WALL

W/ #6 VERT @ 24"OC & (2) #4

HORIZ @ 48"OC

HSS6x6x1/4 T/SLAB = 0'-0"

2.1

H

88

59'-2 1/2" 10'-9 3/4" 21'-5 7/8" 63'-8 3/8"

71'-8 1

/2"

11 1/4"8"

2'-0"

11 1/4" 8 3/8"

S-402

10

S-402

10

S-401

9

S-401

9

CJ

CJ

CJ

CJ

S-401

2

S-401

7 TYP AT

INT COLS

S-401

20 17/S-504

TYP AT CLASSROOM

WINDOWS

3'-4"

4'-0"3'-4"Wx12"DP CONT FTG

W/ #4B @ 12"OC EW

S-401

16TYP

11

2

4

5

133'-7 7

/8"

23'-3 5

/8"

31'-5 1

/2"

8'-9 3

/8"

70'-1 3

/8"

3'-0"x17'-0"x12"DP

FTG W/ (3) #5B

4'-0"x28'-0"x24"DP

GRADE BEAM W/

(5) #6 T&B & #5

HOOPS @ 18"OC

F4.0

8/S-301

11/S

-301

10/S-301

L.1 K.1

98.0

0°

16'-8 1/4"

HSS5x5x3/16

28'-3 1/4"

4'-7 1/4"3"

11'-10"

4 5/8"


W/ #5 @ 18"OC EW EF


#4 @ 18"OC EW CTRD

PER PLAN NOTES

(NO CONTROL JOINTS IN

GYM SLAB)T/SLAB = -0'-2 1/2"

CONTRACTOR TO VERIFY

T/SLAB W/ FLR MFR

HSS6x6x1/4

8.0

0°

4'-0 1/4"

HSS6x6x3/16

F5.0F5.0F5.0

F4.0

3 3

/4"

11 1

/4"

8 7/8"

2'-7 1/4"

11 5

/8"

11 5/8"

1'-0

5/8

"

1'-1 1

/2"

3"

10'-10 3

/4"

21'-0 1

/2"

6"

18'-2 1

/2"

9 3/4"

3'-7 5/8"

4'-0"x16'-0"x36"DP GRADE

BEAM W/ (6) #5 T&B

(2) #6 VERTS AT

CORNER CELL

12" CMU WALL

W/ #6 VERT @ 32"OC & (2) #4

HORIZ @ 48"OC

(2) #7 VERTS IN 1ST (3)

CELLS SOUTH OF OPNG

ABOVE ((6) BARS TOTAL)

(2) #7 VERTS IN 1ST (3)

CELLS ((6) TOTAL BARS)

(2) #6 VERTS AT

1ST CELL

(2) #6 VERTS

AT CORNER

CELL

11 1

/4"

3 3

/4"

15'-7 1

/8"

11 1

/4"

3 3

/4"

4'-9 1/2"

9'-8 3/4"

8.0

0°

3'-6 1

/2"


W/ (3) #5B

S-401

17

SIM

S-402

5

S-401

19

TYP

1/2"S-401

8

TYP

1/2

"

16" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &


16" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &


AT STEMWALLS W/ VENEER


W/ (3) #4B, TYP


W/ (3) #4B, TYP

1/2" 1/2"

1/2

"

S-402

5

S-402

5

S-401

8 TYP

S-401

5

T/FTG = -1'-6"

T/FTG = -1'-6"

T/FTG = -1'-6"

T/FTG = -1'-6"

12" CONC STEMWALL

W/ #4 VERTS @ 16"OC EF &

#4 HORIZ @ 16"OC EF

INT C

MU

ST

EM

WA

LL, TY

P (2) P

LA

CE

S

2'-0" M

IN, C

ON

TR

AC

TO

R T

O S

ET

EN

D O

F C

ON

CR

ETE

TO

MO

DU

LE

W/

F5.0

12" CONC STEMWALL


#4 HORIZ @ 16"OC EF 10" CONC STEMWALL

W/ #4 VERTS @ 16"OC & #5

HORIZ @ 15"OC

F5.0

12" CONC STEMWALL


#4 HORIZ @ 16"OC EF

S-402

4 TYP (2)

PLACES

1'-4" 3'-0 1/4" 32'-7 3/4" 1'-4"

7 5

/8"

CONC PILASTER

W/ (2) #5 VERTS

& #3 HOOPS @

12"OC

T/FTG = -1'-6"

S-402

10

S-402

5

1 1

/2"

#6 VERT IN

1ST (4) CELLS

#6 VERT IN

1ST (4) CELLS

12" CMU WALL

W/ #6 VERT @ 32"OC & (2) #4

HORIZ @ 48"OC

20'-8"

1'-0 1

/4"

14'-4 3

/8"

11 1/4"

11 1/4"

32"x24" CONC

PIER

16" CONC STEMWALL

W/ #4 VERT @ 18"OC EF &


7/S

-301

32"x24" CONC PIER

11 1/4" 11 1/4"

32"x24" CONC PIER

S-401

19

TYP

S-401

19

SIM

S-401

19

SIM

#6 VERT EF @ 8"OC FOR (2)

CELLS AT EA BASKETBALL

HOOP SUPPORT BRACKET

#5 VERT EF @ 8"OC FOR (3)

CELLS AT EA BASKETBALL

HOOP SUPPORT BRACKET

F4.0


W/ (3) #4B, TYP


W/ (3) #5B

8'-0"x29'-0"x48"DP FTG

W/ (7) #7 T&B & #5

HOOPS @ 12"OC

CMU PILASTER W/ #6

VERT IN EA CELL & #3

HOOPS @ 24"OC PER

19/S-505, TYP (2) PLACES

T/FTG = -4'-0"

2'-0"DP MAT SLAB

W/ #7T @ 14"OC EW

& #4B @ 18"OC EW

10'-6 5/8"8'-9"

1'-8 1

/2"

10'-7 1

/2"

2'-11 7

/8"

8" CONC STEMWALL

W/ #4 VERTS @ 16"OC & #4

HORIZ @ 12"OC

8" CMU WALL

W/ #5 VERTS @ 32"OC & (2)

#4 HORIZ @ 48"OC, TYP AT

ELEV

T/FTG = -4'-0"

CONTRACTOR

CONFIRM W/

ELEV SUPPLIER

S-402

17

S-401

11

PROVIDE KEY PER

11/S-401 AT BOT OF

LEARNING STAIR

T/STEMWALL = -0'-8"

F4.0

1'-6"

1'-6"

1'-6"18'-0"

18"DP MAT SLAB W/ #4B @

18"OC EW & #6T @ 12"OC EW

T/FTG = -1'-6"

1'-8 7

/8"

S-401

18S-401

18



3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL

DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR FREEZERS, COOLERS,

PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL

AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS.

4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND

ARCHITECTURAL DRAWINGS. PROVIDE 15 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE

FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT.

5. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE

PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS

NOTED IN THE STRUCTURAL GENERAL NOTES.

6. CJ INDICATES CONTROL JOINT PER PLAN.

7. AT NON BRACED FRAMES BASE PLATES TO BE t =3/4" WITH LAYOUT AND SIZE PER 14/S4.02. REFERENCE S3.11

FOR BASE PLATES AT BRACED FRAMES.

FOUNDATION PLAN NOTES:

8. ALL EXTERIOR WALL STUDS TO B 800S162-54 @ 24"OC UNO. BOTTOM TRACK TO HAVE 1 1/2" FLANGE AND BE 54

MIL MIN. TOP TRACK TO BE 54 MIL MIN DEFLECTION TRACK WITH SLOTS PER 3/S-503. ATTACH TOP AND BOTTOM

TRACK PER 3/S-503 & 8/S-503 RESPECTIVELY. STUDS HAVE BEEN DESINGED AS FULLY BRACED WITH GYPSUM

SHEATHING BOTH FACES. IF CONDITIONS DIFFER CONTACT ENGINEER OF RECORD FOR BRIDGING

REQUIREMENTS. FRAME OPENINGS PER 17/S-504, UNO.

9. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT.


GENERAL NOTES.


1/S-401 STANDARD HOOKS AND BENDS - BEAM STIRRUPS AND COLUMN TIES



5/S-401 TYPICAL STEPPED FOOTING

10/S-401 PIPE OR CONDUIT EMBEDDED IN SLAB ON GRADE

11/S-401 TYPICAL STAIR ON GRADE

12/S-401 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR CONCRETE

13/S-401 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR STRUCTURAL MASONRY

14/S-401 TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL/FOOTING

1/S-402 ELEVATION - TYPICAL REINFORCING IN CMU WALL

2/S-402 TYPICAL CMU LINTELS, SILLS AND BOND BEAMS

6/S-402 PLAN - TYPICAL CMU CONTROL JOINT

7/S-402 PLAN - TYPICAL CORNER REINFORCING AT CMU WALLS

14/S-402 TYPICAL BASEPLATE TO FOUNDATION CONNECTION - HSS COLUMN

18/S-402 ELEVATION - TYPICAL CONCRETE WALL OPENING REINFORCING

20/S-402 TYPICAL ANCHOR BOLT SCHEDULE These drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use these


FOR PERMIT




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17041-0193

S-115

LEVEL 01FOUNDATION

PLAN - AREA 200

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

NSCALE: 1/8" = 1'-0"

LEVEL 01 FOUNDATION PLAN - AREA 200

SPREAD FOOTING SCHEDULETYPE SIZE DEPTH REINFORCING COMMENTS

F4.0 4'-0"x4'-0" 1'-1" (6) #4B EW

F5.0 5'-0"x5'-0" 1'-4" (4) #6B EW


LEVEL 01

LEVEL 02

ROOF


100200


7.1

6.1

5.1

4.1

3.1

F

ED

B

A

G

14'-8"

16'-9 1

/2"

8'-9 1

/2"

14'-1 1

/2"

17'-4"

MA

TC

HLIN

E

PE

R S

-13

5

28'-8"

51'-4 1/2"

6'-8"

13'-11 1/2"

86'-0 1/2"

186'-8 1/2"

71'-8 1

/2"

W14x22 (8)

W18x35 (10)

W18x35 (18)

W18x35 (18) C

=3

/4"

W12x14 (8)

W18x35 (17)

W18x35 (14) C=1"

W18x35 (19) C=3/4"

W18x35 (13)

W18x35 (15) C=1"

W18x35 (19) C=3/4"

W18x35 (13) C=1/2"

W18x35 (15)

W8x10

W18x35 (18)

W18x35 (5)

W18x35 (18)

W10x22 (10)

W10x12 (7)

W18x35 (18)

W18x35 (18)

W18x35 (18)

W18x35 (10)

W18x35 (5)

W18x35 (18)

W18x35 (18)

W10x12 (6

)

W10x12 (7)

W10x12 (6

)

W18x35 (5)

W18x35 (16) C=3/4"

W18x35 (16)

W10x12 (6

)

W14x22 (8)

W12x14 (9)

W18x35 (13) C=1"

W18x40 (21) C=1/2"

W10x22 (10)

W10x12 (6

)

W10x12 (6

)

W10x12 (6)

W10x12 (6

) C

=1/2

"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

3 1/2" CONC W/ 6x6

W2.9xW2.9 WWF OVER

3"DPx20GA (W3) GALV

COMPOSITE METAL DECK (6

1/2" TOTAL SLAB THICKNESS)

PER PLAN NOTES

T/SLAB = 14'-8"

2.1

C

17/S-504

S-501

17

S-501

7

S-501

17

S-501

7

2

4

5

W8x10

HSS8x6x3/16

HSS8x6x3/16

1 1/2"DPx20GA (PLB) GALV

METAL DECK

PER PLAN NOTES

1'-4 3

/4"

1 1/2"DPx20GA (PLB) GALV

METAL DECK

PER PLAN NOTES

HS

S8x6

x3

/16

(LO

W)

HS

S10x6

x1/4

W18x35 (14)

W18x35 (18)

W14x22 (10)

W8x10

W18x35 (4)

W10x12 (6

)

W18x35 (18)

W12x14 (8)

W10x12 (6

)

W10x12

W14x26 (17)

W14x22 (LOW)

W8x10

W10x22 (6

)

W18x3

5 (16

) C

=3

/4"

W10x12 (10)W10x12 (10)

W10x12 (6

) C

=1/2

"

W10x12 (6

) C

=1/2

"

W10x12 (6

) C

=1/2

"

W18x35 (15) C=3/4"

W18x3

5 (16

) C

=3

/4"

2/S-301

4/S-301

13/S-301

6/S

-301

12/S

-301

9/S-301

14/S-301

3/S

-301

5/S

-301

W18x35 (5)

W18x35 (5)

W8x10

W18x35 (18)

W8x10

W12x14 (8)

8'-7"

W8x10

W8x10

HS

S10x6

x1/4

HSS10x6x1/4

0" O

FF

SE

T

HSS10x6x1/4 (LOW)

T/STL = 9'-10 1/2" (LOW)

W12x14 (9)

7'-4"

W8x10

T/STL = 14'-1 1/2" , TYP UNO

W12x14 (9)

S-501

17

TYP

TYP

TYP

TYPHSS4x4x3/16 HGR

PER 11/S-502

TYP

S-501

17

TYP

1'-7 3/4"

3'-4 1/4"

11'-3 5

/8"

3'-6"

17'-7 3

/8"

5'-6 1

/8"

5'-7 1

/2"

4'-0"

6'-10 1/2"

6'-10 1/2"

6'-10 1/2"

2"

HSS6x6x3/16 (LOW)T/STL = 10'-7" (LOW)

HS

S

1" C

L

S-502

8

SIM (LOW)

S-502

16

S-502

16S-502

8

LOW

3"

HSS6x6x3/16 (LOW)T/STL = 10'-7" (LOW)

S-502

16

S-502

8

(LOW)

3"

HSS6x6x3/16 (LOW)

4"

T/STL = 10'-7" (LOW)

HSS10x6x3/16 (LOW)

W8x10

S-501

14

TYP

W10x12 (6)

CL H

SS

4 7

/8"

2 5

/8"

SIM

S-504

5

S-503

2TYP

2" GRAVEL BALLAST PER

ARCH (20 PSF MAX) OVER

L3x3x3/16

LEDGER,

TYP

S-504

7B/DECK = 9'-2"

S-504

8

PROVIDE CAP

PL3/16 ON

CANOPY

BEAMS & CONN

PER 6/S-502,

UNO

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

W10x12

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

8'-4 1/4"

1'-3 3/4"

5'-4 1/4"

4'-3 3/4"

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W10x12

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

W16

x26

(12)

W16

x26

(12)

W16

x26

(12)

7'-5"

9'-8 1/2"

W10x12

W10x12

W10x12

W10x12

9'-6"

9'-6"

9'-6"

9'-6"

9'-6"

9'-6"

W10x12

W10x12

W10x12

W10x12

W10x12

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

9'-8 1/2"

9'-6"

9'-6"

9'-6"

9'-6"

9'-6"

9'-6"

6'-6"

9'-6 3/4"

9'-6 3/4"

9'-6 3/4"

9'-6 3/4"

9'-6 3/4"

9'-6 3/4"

9'-6 3/4"

9'-6 3/4" W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W16

x26

(6

)



B/DECK = 9'-10 1/2"

S-701

12

W10x12 (6

)

4'-11 3/4"

4'-11 3/4"

6"

S-502

9

HSS6x6x1/4

1/2

"

4"

S-505

20SIM

S-505

10

(LOW)

HSS6x6x1/4

HSS6x3x3/16 LLH (HIGH)

T/STL = 17'-10 1/2" (HIGH)

0" OFFSET

T/STL = 17'-11" (HIGH)

HS

S6x4x3

/16

LLH

(H

IGH

)

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-001, S-002 & S-003.


3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER

DRAWINGS.

4. TOP OF SLAB ELEVATION (T/SLAB) = X'-X", UNO.

5. INDICATES TOP OF STEEL (T/STL) ELEVATION (T/STL = B/DECK) UNO.

6. FLOOR FRAMING SYSTEM SHALL BE OF COMPOSITE CONSTRUCTION. PROVIDE SHEAR STUDS 3/4" DIAMETER,

MIN x (DECK DEPTH + 1 1/2") LONG, SPACED PER 1/S-502. NUMBERS INDICATED ON PLAN IN PARENTHESES

ADJACENT TO STEEL BEAM CALLOUT INDICATE THE MINIMUM NUMBER OF STUDS REQUIRED. AT BEAMS

WHERE STUD QUANTITY IS OMITTED, PROVIDE STUDS @ 24"OC MAX.

7. CONCRETE OVER METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. PROVIDE REINFORCING AS

SHOWN IN PLAN AND DETAILS. DECK ATTACHMENT TO BE 36/4 WELD PATTERN AT TRANSVERSE AND

PERIMETER SUPPORTS, 3/8" x 1" SEAM WELDS @ 6"OC AT LONGITUDINAL SUPPORTS AND SIDELAPS CONNECTED

WITH BUTTON PUNCH OR VSC2 (PUNCHLOK II) @ 24"OC. DIAPHRAGM CAPACITY TO BE 2377 PLF (MIN)

8. TYPICAL FLOOR DECK OVERHANG TO BE 4" FROM BEAM CENTERLINE, UNO.


GENERAL NOTES.

FLOOR FRAMING PLAN NOTES:

T/STL=X'-X"

10. INDICATES WELDED DRAG CONNECTION AT END OF BEAM. SEE 17/S-502 FOR ADDITIONAL

INFORMATION, UNO ON PLAN. AT CAMBERED BEAMS DO NOT WELD UNTIL AFTER CONCRETE OVER METAL

DECK HAS BEEN POURED.

11. CMU: WALL TYPES, REINFORCING SIZE AND SPACING PER PLAN. WALLS TO BE GROUTED AT REINFORCING

ONLY, UNO. MATERIALS AND SPECIAL INSPECTION REQUIREMENTS AS PER STRUCTURAL GENERAL NOTES, UNO.

12. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING.

13. LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING AND SLAB INTERFACE WITH CONCRETE CMU

WALLS. REQUIREMENTS ARE PER PLAN.


3/S-501 TYPICAL CHANGE IN DECK DIRECTION AT ROOF

4/S-501 TYPICAL DECK AT DISCONTINUITIES

8/S-501 TYPICAL METAL DECK OPENING REINFORCING

10/S-501 TYPICAL REINFORCEMENT AT ALL MECHANICAL TYPICAL REINFORCEMENT AT ALL MECHANICAL

UNITS, ROOF AND FLOOR OPENINGS OVER 24"

14/S-501 PLAN - TYPICAL DECK SUPPORT AT INTERIOR COLUMN

19/S-501 TYPICAL SLAB EDGE AT STEEL BEAM

1/S-502 TYPICAL COMPOSITE BEAM SHEAR STUD LAYOUT

3/S-502 SKEWED BOLTED BEAM CONNECTION

4/S-502 TYPICAL EMBED PLATE BOLTED BEAM CONNECTION

6/S-502 TYPICAL HSS BEAM CONNECTIONS

9/S-502 BEAM TO HSS COLUMN CONNECTIONS

17/S-502 TYPICAL SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS



FOR PERMIT




®

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17041-0193

S-130

LEVEL 02FRAMING PLAN -

AREA 100

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

NSCALE: 1/8" = 1'-0"

LEVEL 02 - AREA 100


LEVEL 01

LEVEL 02

ROOF


100200


7.1

6.1

5.1

4.1

3.1

F

GJL K

MA

TC

HLIN

E

PE

R S

-13

0

W16x26 (11) W16x26 (14) W18x35 (17)

W18x35 (6)W18x35 (13)W18x35 (13)

W14x22

W18x35 (6)

W14x22

W18x35 (12)W24x62 (12)

W12x19

W12x19

W10x22

W10x22

W10x22

W14x22

W10x12

W16x26 W18x35 (15)

W14x22 (8)

W16

x26

(6

)W

18x3

5 (6

)

W12x14 (8)

W14x22 (8)

W16

x26

(10)

W18x3

5 (16

) C

=3

/4"

3 1/2" CONC W/ 6x6

W2.9xW2.9 WWF OVER

3"DPx20GA (W3) GALV

COMPOSITE METAL DECK (6

1/2" TOTAL SLAB THICKNESS)

PER PLAN NOTES

W24x62

W18x35

1 1/2"DPx20GA (B) GALV

METAL DECK

PER PLAN NOTES

W16x26

W10x12

W18x35 (13)

W18x35 (7)

HSS5x5x3/8

2.1

H

88

11

2

4

5

W16

x26

W10x12

W21x57 (20) C

=1 3

/4"

133'-7 7

/8"

23'-3 5

/8"

31'-5 1

/2"

8'-9 3

/8"

70'-1 3

/8"

14'-8"

16'-9 1

/2"

8'-9 1

/2"

14'-1 1

/2"

17'-4"

155'-2 1/2"

59'-2 1/2" 10'-9 3/4" 21'-5 7/8" 63'-8 3/8"

71'-8 1

/2"

HSS8x6x3/16

HSS8x6x3/16

T/SLAB = 14'-8"

W16x26

W14x22

W18x35 (21) C=1"

W12x14 (8)

17/S-5048/S-301

11/S

-301

10/S-301

L.1 K.1

98.0

0°

16'-8 1/4"

28'-3 1/4"

L3 1/2x3 1/2x1/4

LEDGER, TYP AT CMU

W10x12

7'-8 1

/2"

21'-3 3

/8"

42'-9 1/2"

21'-4"

W10x22

W10x22

W10x22

S-501

3

W10x22

W10x22

B/DECK = 14'-1 1/2"W

10x12

W10x12

W10x12 (6

)

W21x44

W12x14 (8)

8'-7"

W12x14 (9)

7'-4"

W16

x3

1

W14x22

W12x14

W12x14

W12x14

W14x22

W12x14

HS

S10x6

x3

/16

W8x10

W12x14 (9)

TYP AT

CLASSROOM

WINDOWS

W10x12

1'-3 1/4"9'-0"

W21x57

W12x19

W8x10 W8x10 W8x10 W8x10 W8x10 W8x10

S-501

5

SIM

10"

10"

S-501

5

W12x19

W12x19

W12x19

W12x19

W12x19

W16

x3

1

W16

x3

1

W16

x3

1

W16

x3

1

W12x19

W12x19

W12x19

W12x19

6'-0 5/8"

2'-8 5/8"

3'-4" 6'-0 5/8" 6'-0 5/8" 6'-0 5/8"2'-6 3/8"

W12x19

W16

x3

1



(2) #5 HORIZ T&B IN 12"

DBL BOND BEAM.

T/BEAM = 25'-0"

11'-3 5

/8"

3'-6"

17'-7 3

/8"

5'-6 1

/8"

5'-7 1

/2"


#4 @ 18"OC EW CTRD

PER PLAN NOTES

S-502

16

S-502

8

(LOW)

3"

HSS10x6x3/16 (LOW)

S-503

16 TYP AT

BEAMS

W10x12 (6

) W10x12 (6)

S-501

14TYP

S-502

4

T/SLAB = 14'-8"

1'-0"5'-0" 6'-0 1/2" 6'-0 1/2" 6'-0 1/2" 6'-0 1/2"

CL H

SS

4 7

/8"

S-504

4

S-501

1

SIM

S-503

2TYP

S-503

11SIM

S-503

11

SOLID GROUT WALL

ABOVE OPNG W/ (2) #6

HORIZ AT BOT (3)

COURSES, (6) TOTAL

BARS. TYP WALL REINF

FOR REMAINDER

S-402

13

S-402

3

LOW

S-402

3

SIM

S-504

5

6'-6"

W10x12 (6

)

W10x12 (6

)

W10x12 (6

)

W10x12 (6

)

W10x12 (6

)

9'-9" 9'-9" 9'-9" 9'-9" 9'-9"

W16

x26

(6

)

W10x12

W10x12

W10x12

W10x12

W10x12

W10x129'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

W18x3

5 (16

) C

=3

/4"

9'-7" 9'-7" 9'-7" 9'-7" 9'-7"9'-7" 9'-7"

7/S

-301

W10x12

PROVIDE BLKG OVER

W16x26 PER 9/S-504

W10x22

S-504

10T/STL = 14'-11 1/2"

S-504

9S-501

1

SIM




METAL DECK

PER PLAN NOTESB/DECK = 14'-11 1/2"

T/STL = 14'-1 1/2" AT GIRDER

EQ

EQ

EQ

HSS7x7x3/16 AT SILL

& HEAD OF 24'-0"

OPNG BELOW

T/STL = 2'-10" (SILL)

T/STL = 10'-9" (HEAD)

CONN EA END TO

COL PER 6/S-502

HSS7x7x3/16 AT SILL

& HEAD OF 24'-0"

OPNG BELOW

T/STL = 2'-10" (SILL)

T/STL = 10'-9" (HEAD)

CONN EA END TO

COL PER 6/S-502

S-504

2 TYP EA

END

T/STL = 14'-11 1/2"

4 5/8"

3'-7 5/8"7'-1"

5'-11 3/4"

S-402

12

TYP

L3 1/2x3 1/2x1/4x2'-0"

LEDGER W/ (3) 3/4"Ø x

6" TITEN HD ANCHORS

9'-11 3

/4"

9'-11 3

/4"

9'-11 3

/4"

9'-11 3

/4"

9'-11 3

/4"

W10x12

W10x12

W10x12

4 5/8"

S-402

16

S-402

11

S-401

6

S-401

11

3'-0"

(5) #9 @ 6"OC

AT MID DEPTH

OF SLAB

BR

AC

E B

OT F

LA

NG

E

OF B

EA

M P

ER

11/S

-

501 @

8'-0"O

C

USE KNIFE PL

SHEAR TAB TYP

ALONG GRID G

BRACE BOT

FLANGE OF

BEAM PER

11/S-501 @

8'-0"OC

4"

S-505

20SIM

S-505

10

(LOW)

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-001, S-002 & S-003.



DRAWINGS.

4. TOP OF SLAB ELEVATION (T/SLAB) = X'-X", UNO.

5. INDICATES TOP OF STEEL (T/STL) ELEVATION (T/STL = B/DECK) UNO.

6. FLOOR FRAMING SYSTEM SHALL BE OF COMPOSITE CONSTRUCTION. PROVIDE SHEAR STUDS 3/4" DIAMETER,

MIN x (DECK DEPTH + 1 1/2") LONG, SPACED PER 1/S-502. NUMBERS INDICATED ON PLAN IN PARENTHESES

ADJACENT TO STEEL BEAM CALLOUT INDICATE THE MINIMUM NUMBER OF STUDS REQUIRED. AT BEAMS

WHERE STUD QUANTITY IS OMITTED, PROVIDE STUDS @ 24"OC MAX.

7. CONCRETE OVER METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. PROVIDE REINFORCING AS

SHOWN IN PLAN AND DETAILS. DECK ATTACHMENT TO BE 36/4 WELD PATTERN AT TRANSVERSE AND

PERIMETER SUPPORTS, 3/8" x 1" SEAM WELDS @ 6"OC AT LONGITUDINAL SUPPORTS AND SIDELAPS CONNECTED

WITH BUTTON PUNCH OR VSC2 (PUNCHLOK II) @ 24"OC. DIAPHRAGM CAPACITY TO BE 2377 PLF (MIN)

8. TYPICAL FLOOR DECK OVERHANG TO BE 4" FROM BEAM CENTERLINE, UNO.


GENERAL NOTES.

FLOOR FRAMING PLAN NOTES:

T/STL=X'-X"







13. LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING AND SLAB INTERFACE WITH CONCRETE CMU

WALLS. REQUIREMENTS ARE PER PLAN.



4/S-501 TYPICAL DECK AT DISCONTINUITIES


10/S-501 TYPICAL REINFORCEMENT AT ALL MECHANICAL TYPICAL REINFORCEMENT AT ALL MECHANICAL



19/S-501 TYPICAL SLAB EDGE AT STEEL BEAM

1/S-502 TYPICAL COMPOSITE BEAM SHEAR STUD LAYOUT


4/S-502 TYPICAL EMBED PLATE BOLTED BEAM CONNECTION





2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS.


DRAWINGS.

4. INDICATES TOP OF STEEL (T/STL) ELEVATION T/STL = B/DECK UNO; AT GIRDERS SUPPORTING

OPEN WEB STEEL JOISTS (T/STL) = -3 1/2" AT K-SERIES, 6" AT LH-SERIES FOR BEARING SEAT DEPTH. STEEL JOISTS

SHALL BE EQUALLY SPACED, TYPICAL UNO.

5. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES.

6. TYPICAL ROOF DECK OVERHANG TO BE 4" FROM CENTERLINE OF BEAM, UNO.

7. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL LOAD

AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS.

8. ROOF JOISTS TO BE DESIGNED FOR A NET UPLIFT LOAD OF 7PSF (ASD).

9. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING.

ADDITIONAL LOADING REQUIREMENTS PER PLAN AND GENERAL NOTES. CONTRACTOR TO PROVIDE THE JOIST

SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL,

ELECTRICAL, PLUMBING AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE

AS DESIGNATED ON PLAN. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED

TO SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION.

10. REFER TO 8/S-501 AND 10/S-501 FOR REINFORCING REQUIREMENTS AT ALL DECK PENETRATIONS AS WELL AS AT

ALL MECHANICAL UNITS. NOT ALL UNITS OR PENETRATIONS HAVE BEEN SHOW. CONTRACTOR TO REFERENCE

ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL PENETRATIONS AND

UNITS.

ROOF FRAMING PLAN NOTES:

T/STL=X'-X"

11. AT 1 1/2" ROOF DECK 36/4 WELD PATTERN AT TRANSVERSE AND PERIMETER SUPPORTS, 3/8" x 1" SEAM WELDS @

12"OC AT LONGITUDINAL SUPPORTS AND SIDELAPS CONNECT WITH VSC2 (PUNCHLOK II) @ 6"OC DIAPHRAGM

CAPACITY TO BE 1341 PLF MIN.




13. LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING INTERFACES WITH CMU WALLS. REQUIREMENTS PER

PLAN.


GENERAL NOTES.







12/S-501 ALLOWABLE METHODS AND LOCATIONS FOR SUPPORTING LOADS FROM OWSJ

13/S-501 DIAGONAL BRACE DETAIL


15/S-501 TYPICAL OWSJ TO FACE OF COLUMN







FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-135

LEVEL 02FRAMING PLAN -

AREA 200

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

NSCALE: 1/8" = 1'-0"

LEVEL 02 - AREA 200


LEVEL 01

LEVEL 02

ROOF


100200


7.1

6.1

5.1

4.1

3.1

F

ED

B

A

G

MA

TC

HLIN

E

PE

R S

-151

28'-8"

51'-4 1/2"

6'-8"

13'-11 1/2"

86'-0 1/2"

28'-8"

158'-0 1/2"

14'-8"

16'-9 1

/2"

8'-9 1

/2"

14'-1 1

/2"

17'-4"

71'-8 1

/2"

W14x30

W10x12


METAL DECK

PER PLAN NOTES

2.1

C

17/S-504

2

4

5

MECH UNIT

11,000#


METAL DECK

PER PLAN NOTES

2/S-301

4/S-301

13/S-301

6/S

-301

12/S

-301

9/S-301

14/S-301

3/S

-301

5/S

-301

W8x10

W10x12

W10x22

W10x12

W12x14

W12x14

W10x12

W10x12

W10x12

W10x22

W10x22

W8x10W14x22

W8x10

W14x22

W10x12

W10x12

W14x22

26K

(3

60/2

00)

W14x22

W8x10

W14x22

W16x26

W18x40

W16x26

W14x30

W16x26

W16x26

W10x126'-11 7/8"

W10x12

10K

(3

60/2

00)

W12x14

W14x22

W10x12

W10x12

W16x26

W8x10W8x10

W12x14

W18x35

W18x40

W16x26

W16x26

W10x12

W10x22

W10x22

W8x10W14x22

W10x12

W14x22

W8x10

W8x10

W12x14

W12x14

W14x22

W18x35

W18x35

W10x12W10x12

W8x10

W8x10

W8x10

W10x12

W12x14

W12x14

W8x10W14x22

W10x12

W14x22

W8x10

W10x12

26K

(3

60/2

00)

W18x3

5

W10x22

W14x22

W10x12

W10x12

W14x22

W14x22

W12x14

T/STL = 31'-2 1/8"

T/STL = 29'-10 1/2"

T/STL = 29'-6"

T/STL = 30'-9 3/4"

T/STL = 30'-5 1/2"

W12x14

W12x14

W12x14

W12x14

6'-2 5/8" 5'-4 7/8"

W12x14

W14x22

BR

EA

K B

EA

M A

T V

ALLE

Y, M

ITE

R T

O

SLO

PE

W/ R

OO

F L

INE

ON

EA

SID

E O

F

VA

LLE

Y &

WE

LD

BA

CK

TO

GE

TH

ER

W/ A

LL

AR

OU

ND

FU

LL P

EN

ETR

ATIO

N W

ELD

6'-0"

VALLEY

T/CMU = 32'-4"

17'-7 3

/8"

6'-11 3/4"

7'-4"

7'-4"

6'-10 1/2"

6'-10 1/2"

6'-10 1/2"

5'-8 7/8"4'-0 1/4"

HSS6x6x3/16 (LOW)

T/STL = 25'-3" (LOW)

S-502

8 SIM

(LOW)

HSS6x6x3/16 (LOW)

T/STL = 25'-3" (LOW)

S-502

8

(LOW)

HSS6x6x3/16 (LOW)

S-502

8

(LOW)

T/STL = 25'-3" (LOW)

HS

S

1" C

L

S-502

8

SIM

(LOW)HSS6x6x3/16 (LOW)

T/STL = 25'-3" (LOW)

TYP AT GRID

5.1, UNO

TYP AT GRID

4.1, UNO

S-501

14

TYP

TYP AT GRID

7.1, UNO

TYP ATCLASSROOMWINDOWS

T/STL = 30'-7 3/8"

S-501

1

TYPTYP AT GRID

2.1, UNO

S-501

2

TYP

S-501

2

TYP

S-501

1TYPW14x22

S-501

18TYP

S-501

18

TYP

ME

CH

S

CR

EE

N

WA

LL

HS

S

1" C

L

6'-0"6'-2"

6'-2"

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

8'-0"5'-6 1/2" 5'-6 1/2"1

0K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

5'-4" 5'-4"8'-0"

8'-0"8'-0"

8'-0"8'-0"

8'-0"8'-0"

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

7'-5"

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

7'-3"

7'-3"

7'-3"

7'-3"

7'-3"

7'-3"

7'-3"

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

7'-10"

7'-10"

7'-10"

7'-10"

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

7'-10"

7'-10"

7'-10"

7'-10"

7'-10"7'-10"

7'-10"7'-10"

7'-10"

26K

(3

60/2

00)

26K

(3

60/2

00)

7'-10"

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

7'-10"

7'-10"

7'-10"

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

26K

(3

60/2

00)

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

S-504

1

S-504

1

S-501

18

SIM

S-501

18

SIM

S-501

18

TYP

S-501

18

TYP

S-501

17 W16x26

W16x26

W16x26

W16x26

S-504

14

TYP SCREEN

WALL POST

TO BEAM

HS

S6

x6x1

/4 A

T S

CR

EE

N

WA

LL P

OS

T W

HE

RE

S

HO

WN

, TY

P U

NO

CO

NN

HS

S G

IRT T

O

PO

ST P

ER

6/S

-502

S-504

15

TYP AT

SCREEN

WALL POST

TO OWSJ

S-504

13

HS

S6

x6x1

/4 S

CR

EE

N W

ALL

PO

ST W

HE

RE

SH

OW

N

TYP AT

SCREEN

WALL POST

TO WF BEAM

W12x14

S-504

14

TYP SCREEN

WALL POST

TO HSS

BEAM

S-504

13

TYP AT

SCREEN

WALL

POST TO

WF BEAM

HS

S6x6

x1/4

AT

SC

RE

EN

WA

LL P

OS

T

WH

ER

E S

HO

WN

W16x26

W14x22

W14x22

S-501

1

HIGH

S-505

14

LOW

W21x44

S-504

1

S-505

14

LOW

S-501

1

HIGH

S-501

1HIGHS-505

14

LOW

4"

S-505

20

BR

AC

E B

OT

FLA

NG

E O

F B

EA

M

PE

R 1

1/S

-501 @

7'-0"O

C

US

E K

NIF

E P

L

SH

EA

R T

AB

TY

P A

LO

NG

GR

ID G

S-503

7

CONN BEAMS

PER 4/S-505

10K

(3

60/2

00)




DRAWINGS.


















UNITS.


T/STL=X'-X"








PLAN.


GENERAL NOTES.

















FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-150

ROOF LEVELFRAMING PLAN -

AREA 100

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

NSCALE: 1/8" = 1'-0"

ROOF LEVEL FRAMING PLAN - AREA 100


LEVEL 01

LEVEL 02

ROOF


100200


7.1

6.1

5.1

4.1

3.1

F

GJL K

MA

TC

HLIN

E

PE

R S

-150

36

LH

(3

60/2

00)

1 1/2"DPx20GA (B)

ACOUSTICAL GALV METAL

DECK

PER PLAN NOTES

1 1/2"DPx20GA (B)

ACOUSTICAL GALV METAL

DECK

PER PLAN NOTES

2.1

H

88

11

2

4

5

133'-7 7

/8"

23'-3 5

/8"

31'-5 1

/2"

8'-9 3

/8"

70'-1 3

/8"

14'-8"

16'-9 1

/2"

8'-9 1

/2"

14'-1 1

/2"

17'-4"

155'-2 1/2"

59'-2 1/2" 10'-9 3/4" 21'-5 7/8" 63'-8 3/8"

71'-8 1

/2"

MECH

UNIT

18,600#

MECH

UNIT

8,500#

MECH

UNIT

7,000#

W10x12


METAL DECK

PER PLAN NOTES

17/S-504

L.1 K.1

98.0

0°

16'-8 1/4"

28'-3 1/4"

SLO

PE

PE

R A

RC

H

L3 1/2x3 1/2x1/4

LEDGER, TYP AT

CMU

W10x12

6'-11 7/8"

W10x12

W8x10

W18x3

5

W10x22

W18x35W14x22W16x31W10x12W12x19

5'-1 1/4" 7'-5 3/8"

3'-6 5/8"

10K

(3

60/2

00)

W12x14

W8x10

W16

x26

W21x44 W18x35 W16x31 W16x31 W12x14

W10x22

W10x22

W16x31 W10x12 W16x31 W10x22 W18x35

W14x22

W10x12

W10x12

W14x22

W14x22

W12x14

T/STL = 29'-10 5/8"

T/STL = 30'-5"

W12x14

W12x14

W16x26

W16x26

W16x26

W16x26

W16x26

W16x26

W16x26

W16x26

W12x14

T/STL = 31'-1 7/8" T/STL = 29'-11 3/4"

T/STL = 30'-5 3/8"

T/STL = 31'-6 3/8"

W16

x26

W24x55

W12x14

W12x14

W12x14

W12x14

6'-2 5/8" 5'-4 7/8"

W12x14

W14x22

6'-0"

VALLEY

T/CMU = 32'-4"

T/CMU = 32'-4"

T/CMU = 32'-4"

T/CMU = 32'-4"

17'-7 3

/8"

6'-1"

5'-1 1/4"

HSS6x6x3/16 (LOW)

T/STL = 25'-3" (LOW)

S-502

8 SIM

(LOW)

HSS6x6x3/16 (LOW)

T/STL = 25'-3" (LOW)

S-502

8

(LOW)

T/STL = 30'-7 3/8"

VALLEY

T/STL = 30'-5 7/8"

T/STL = 28'-2"

S-503

6

TYP AT

JOIST

S-503

6 TYP AT

JOIST

TYP AT

CLASSROOM

WINDOWS

W8x10

W8x15HOIST BEAM (LOW)

CONTRACTOR TO

COORDINATE T/STL

W/ ELEV MFR

MECH

SCREEN

WALL

S-501

14

TYP

S-501

2

TYP

S-501

1TYP

HS

S

1" C

L

T/STL = 30'-5 1/4" (HIGH)

T/STL = 29'-11 3/4" (HIGH)

7'-6 1/2" 7'-6 1/2" 7'-6 1/2" 7'-6 1/2" 7'-6 1/2"

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

5'-1" 6'-4" 6'-11"6'-6"

6'-6"

10K

(3

60/2

00)

10K

(3

60/2

00)

10K

(3

60/2

00)

6'-10" 6'-10"

10K

(3

60/2

00)

5'-5"

2'-9 3/4" 4 3/4"

4'-9 1/2" 8'-0" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-7" 5'-1" 5'-4" 5'-4" 5'-4" 5'-4" 8'-0"

26

K (240/1

35)

26

K (240/1

35)

26

K (240/1

35)

26

K (240/1

35)

26

K (3

60/2

00)

26

K (3

60/2

00)

26

K (3

60/2

00)

T/STL = 29'-6 1/4"

TYP AT

GRID 4,

UNO

T/STL = 30'-9 5/8"

TYP AT GRID 2,

UNO

7/S

-301

7'-4" 7'-4"

MECH

UNIT

7,600#

S-501

17

S-501

1

SIM

8'-1 7/8"5'-10 3/4"

2'-1 1/4"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"8'-7 5/8"

REINF

OPNGS PER

10/S-501

7'-1 5

/8"

7'-1 5

/8"

7'-1 5

/8"

7'-1 5

/8"

7'-1 5

/8"

S-503

10

3'-11 3

/4"

7'-3 1

/2"

1'-5 7

/8"5

'-9 5

/8"

7'-3 1

/2"

HSS7x7x3/16 AT SILL &

HEAD OF OPNG BELOW.

T/STL = 17'-6" (SILL)

T/STL = 28'-11" (HEAD)

CONN EA END TO COL

PER 6/S-502

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

36

LH

(3

60/2

00)

S-504

6

JOIS

T T

O B

E D

ES

IGN

ED

FO

R

AN

EX

TR

A D

L =

25 P

LF F

OR

GY

M D

IVID

ER

CU

RTA

IN

DIV

IDE

R C

UR

TA

IN

BE

LO

W P

ER

AR

CH

PARAPET & HIGH DECK

LEDGER PER 3/S-504

CONN BEAM PER 5/S-502

S-501

2

26

K (240/1

35)

26

K (240/1

35)

W14x22

26

K (240/1

35)

26

K (240/1

35)

26

K (240/1

35)

26

K (240/1

35)

26

K (240/1

35)

26

K (240/1

35)

W12x14

W12x14

16'-0"

S-504

15

TYP AT

SCREEN

WALL

POST TO

OWSJ

S-504

14

TYP SCREEN

WALL POST

TO HSS

BEAM

S-504

13

TYP AT

SCREEN

WALL

POST TO

WF BEAM

HS

S6

x6x1

/4 S

CR

EE

N

WA

LL P

OS

T W

HE

RE

SH

OW

N

HS

S6x6

x1/4

AT

SC

RE

EN

WA

LL P

OS

T

WH

ER

E S

HO

WN

S-501

1

HIGH

S-505

14

LOW

S-504

16

S-503

7

S-503

7

(NO VENEER)

HS

S

1" C

L

S-505

20

W14x22

W14x22

BRACE BOT FLANGE OF

BEAM PER 11/S-501 @ 7'-0"OC

8/S-301

4"

S-505

20

S-503

7

BR

AC

E B

OT

FLA

NG

E O

F B

EA

M

PE

R 1

1/S

-501 @

7'-0"O

C

US

E K

NIF

E P

L

SH

EA

R T

AB

TY

P A

LO

NG

GR

ID G

S-503

7

(MA

X D

EFLE

CTIO

N =

1 1

/4" A

T T

HIS

JO

IST)

(MA

X D

EFLE

CTIO

N =

1 1

/4" A

T T

HIS

JO

IST)

CONN BEAMS

PER 4/S-505

S-504

12

(3) BOLT CONN

PER 9/S-502

BRACE BOT FLANGE

OF BEAM AT MID

SPAN PER 11/S-501

PARAPET & HIGH

DECK LEDGER PER

3/S-504

S-504

3




DRAWINGS.


















UNITS.


T/STL=X'-X"








PLAN.


GENERAL NOTES.

















FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-151

ROOF LEVELFRAMING PLAN -

AREA 200

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

NSCALE: 1/8" = 1'-0"

ROOF LEVEL FRAMING PLAN - AREA 200


LEVEL 01

LEVEL 02

ROOF


100200


7.1

6.1

5.1

4.1

3.1

F

F

E

E

D

D

BA

G

G

J

J

L

L

M

M

K

K2.1

H

H

88

C

1

2

4

5

L.1 K.110'-4"

21'-0"

21'-0"

107 PSF

43 PSF

5'-0"

12'-4"

10'-0"

5'-0"

40 PSF

66

PS

F

40 P

SF

71 PSF

12'-4"

12'-4"

6'-6"

6'-6"

71 PSF

71 PSF

47 PSF

47 PSF

NOTES:

1. LOADS SHOWN ARE SNOW DRIFT LOADS TO BE APPLIED TO JOISTS AND GIRDERS

IN ADDITION TO LOADS SPECIFIED ON PLANS.

2. TRIANGULAR LOADS SLOPE UNIFORMLY FROM LOAD SHOWN TO ZERO.

7.1

6.1

5.1

4.1

3.1

F

F

E

E

D

D

BA

G

G

J

J

L

L

M

M

K

K2.1

H

H

88

C

1

2

4

5

L.1 K.1

26'-1 1/2" 13'-4"

9'-3"

18'-9"

9'-7"

1'-5"

29'-6"

7'-10"

8'-6 1/2"

11'-0"

4'-11"

3'-10 3

/8"

11'-6"

8 1/4"

57'-5"

NOTES:

1. LOADS SHOWN ARE DEAD LOADS TO BE APPLIED TO JOISTS AND GIRDERS IN

ADDITION TO LOADS SPECIFIED ON PLANS.

2. CONTRACTOR TO COORDINATE AND VERIFY EXTENTS AND THICKNESS OF

HOUSEKEEPING PADS WITH MECHANICAL.

1'-11"27'-5"

8'-6 1

/2"

7'-0"

50PSF, TYP

AT SHADED

REGIONS

50PSF, TYP

AT SHADED

REGIONS



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP

17041-0193

S-200

SNOW DRIFTLOAD DIAGRAM

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

NSCALE: 1/16" = 1'-0"

SNOW DRIFT LOAD DIAGRAM


NSCALE: 1/16" = 1'-0"

MECHANICAL HOUSEKEEPING LOAD DIAGRAM

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

HS

S6x6

x3/1

6

HSS6x6

x3/1

6

PER PLAN

S-311

9

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

7.16.1

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

HSS5x5

x3/1

6

HSS5x5

x3/1

6

HSS6x6

x1/4

HSS6x6

x1/4

PER PLAN

S-311

4

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

HS

S6x6

x3/1

6

HSS6x6

x3/1

6

PER PLAN

S-311

9

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

7.16.1

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

HSS6x6

x3/1

6HSS6x6

x3/1

6

HSS6x6

x1/4

HSS6x6

x1/4

PER PLAN

S-311

4

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

3.1

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

2.1

HSS6x6

x3/1

6

HSS6x6

x3/1

6

HSS6x6

x1/4

HSS6x6

x1/4

PER PLAN

S-311

4

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

C

HSS6x6x3/16

HSS6x

6x3/

16

HSS6

x6x1

/4 HSS6x6x1/4

PER PLAN

S-311

4

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

3.1

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

2.1

HSS5x5

x3/1

6

HSS6x6

x1/4HSS6x6

x1/4

HSS5x5

x3/1

6

PER PLANPER PLAN

S-311

4

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

E

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

HSS4x4x3

/16 HSS4x

4x3/1

6

HSS6x6x1/4

HSS6x

6x1/

4

PER PLAN

S-311

4

S-311

14

S-311

17

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

E

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

HSS4x4x3/16

HSS4x

4x3/

16

HSS6x

6x1/

4

HSS6x6x1/4

PER PLAN

S-311

4

S-311

14

S-311

17

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

PER PLAN

HSS5x5x3/16

HSS5x5x3/16

S-311

10

S-311

9

S-311

14

S-311

16

BEAM PER PLAN

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

TYP

TYP

PER PLANLEVEL 1

PER PLANLEVEL 2

PER PLAN

HSS5x5

x3/1

6

HSS5x5

x3/1

6

S-311

19

S-311

16

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

PER PLANLEVEL 1

PER PLANLEVEL 2

PER PLAN PER PLAN PER PLAN

S-311

14

S-311

17

BEAM PER PLAN

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

TYP

TYP

HSS5x5

x3/1

6 HSS5x5

x3/1

6

PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

EQ EQ

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

BEAM PER PLAN

BEAM PER PLANS-311

9

S-311

19

HSS4x4

x3/1

6 HSS4x4

x3/1

6



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-301

BRACED FRAMEELEVATIONS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1/8" = 1'-0"2

BRACED FRAME ELEVATIONSCALE: 1/8" = 1'-0"

3BRACED FRAME ELEVATION

SCALE: 1/8" = 1'-0"4



SCALE: 1/8" = 1'-0"6



SCALE: 1/8" = 1'-0"12



SCALE: 1/8" = 1'-0"14

BRACED FRAME ELEVATION

SCALE: 1/8" = 1'-0"8



SCALE: 1/8" = 1'-0"11


SCALE: 1/8" = 1'-0"7



CL B

RACE

CL

BRACE

Tw LTYP

KNIFE PL1/2

TYP7/

8"

WP

TYP1/2" M

AX

NOTE:

ADDITIONAL INFORMATION PER 14/S-302.

BR

2" C

LR

1/2"Ø A325-N

ERECTION BOLT

GUSSET PL1/2

Tw L1/2" TYP, REF NOTE

Tw LREF NOTE

Tw LREF NOTE

BEAM WHERE OCCURS

TYP CONN PER 17/S-502 CL

COL

CAP PL3/8

Tw LTYP

1. AT LOCATIONS WHERE THE GUSSET PLATE INTERFERES WITH

THE BEAM CONNECTION, HOLD GUSSET PLATE FLUSH WITH HSS

COLUMN & PROVIDE PARTIAL PENETRATION BEVELED WELDS.

2. AT INTERSECTING BRACED FRAMES ADD FACE MOUNTED

PLATE TO COLUMN FOR GUSSET CONNECTION PER 18/S-302.

BEAM PER

PLAN

CONT COL TO PARAPET

WHERE OCCURS

CL BRACE

COL PER PLAN

(COL CONTINUES

TO HIGH ROOF

LEVEL AT SIM)

DE

PT

H

1/2

BE

AM

NOTE:

WP

TYP1"

BRACE SIZE

HSS4x4

BEAM

Tw LBM

COLUMN

Tw L CL

BRACE

Tw LBR

HSS5x5

HSS6x6

3/16

3/16

1/4

10

10

10

3/16 8

8

8

3/16

3/16

1/4

4

4

4

CL

CL

BM

BR

3/16

3/16

CLR

2"

1/2"Ø ERECTION

BOLT, TYP

GUSSET PL1/2

Tw L

Tw LTYPBEAM PER PLAN

CL

BRACE

DE

PT

H

1/2

BE

AM

CL B

RACE

TYP

1" M

IN

WP

3/16TYP

STIFF PL3/8, TYP

BRACE PER EL, TYP

45º

LE

SS

TH

AN

2"

BRACE SIZE

HSS4x4

WELD SIZE, Tw

BRACE PL

HSS5x5

HSS7

3/16

3/16

1/4

3/16

3/16

1/4

WELD LENGTH

BRACE, L BR BEAM, L BM

4

4

10

16

16

36

NOTE:

WELD DIAGONAL TO GUSSET PER SCHEDULE, TYPICAL ALL FRAMES, UNO.

Tw LTYP (4) SIDES

Tw L

GUSSET PL1/2

DE

PT

H

1/2

BE

AM

TH

AN

45º

GR

EA

TER

BRACE PER

EL, TYP

STIFF PL3/8 EA SIDE

BM

BR

BR

BM

MA

X

1"

L4x4x1/4 KICKER,

ATTACH TO DECK

ABOVE PER 11/S-501

MA

X

1"

L4x4x1/4 KICKER,

ATTACH TO DECK

ABOVE PER 11/S-501

COL PER PLAN

CLR

3"

1 1/2" TYP1 1/2" TYP

MIN

8"1 1/2"

(6)1 1/4"Ø x 14" EMBED F1554 GR

55 AB HEADED OR W/ NUT PER

14/S-402, PROVIDE PL3/8x3x0'-3"

WELD WASHERS AT OVER SIZED

HOLES IN BP

BASEPLATE "t" = 1 1/2"

1" NON-SHRINK GROUT

1/4

1/4

TYP

1"1"

CLR

2"

TYPICAL BASEPLATE

ERECTION

BOLT

GUSSET PL1/2

BRACE PER EL

1/4

Tw L(4) SIDES

TY

P

2"

WP

GRADE BEAM SIZE & REINF PER PLAN

NOTE:

1. WELD GUSSET PLATE TO COLUMN AND BRACE PER SCHEDULE 14/S-302.

2. . AT SIM REFERENCE 6/S-302 FOR ROD BRACING CONNECTION INFORMATION.

4"

(2) #4 x AT EA

AB W/ 90º HOOKS

(3) TIES AT

2"OC AT

T/AB'S

GUSSET PL

WELD TO BP

3 1

/2"

3 1

/2"

BR

TOP BAR PER PLAN

HOOPS PER PLAN

BOT BARS PER PLAN

AB LAYOUT OR

AS REQD FOR

PL5/8x3 1/4x0'-3 1/4"

WASHER, TYP

TY

P

1 1

/2"

TY

P

1'-0"

CLR

3"

CLR

2"

PE

R P

LA

N

SECTION

1

1

PLAN

T/FTG

PER PLAN

T/PIER

PER PLAN

T/SLAB

PER PLAN

SOG & REINF PER PLAN

GRADE BEAM PER PLAN

HOOPS PER PLAN

REINF PER PLAN

REDUCED

STEMWALL SECTION

TO BE POURED

MONOLYTHICALLY

W/ FULL WIDTH

STEMWALL & PIER

REINF PER PLAN

STEMWALL BEYOND

COL PER PLAN

BP & AB'S W/ WASHERS &

REINF PER 17/S-311

6"

TYP HORIZ STEMWALL

REINF

CONC PIER PER PLAN

NON-SHRINK GROUT

PLAN

GRID

PER PLAN

(10) #6 VERT

(3) #3

HOOPS PER

SECTION

CONT STEMWALL

REINF THROUGH

PIER

(3) #3 CROSSTIES

TYP

2" CLR

CONC STEMWALL &

REINF PER PLAN,

TYP

PE

R P

LA

N

STEMWALL AT CORNER

WHERE OCCURS, PROVIDE

CORNER REINF PER 4/S--401

WASHERS

PER 17/S-311

NOTE:

ADDITIONAL INFORMATION

PER 14/S-302.

TY

P

1" C

LR

GUSSET PL1/2,

TYP

Tw LTYP

Tw LTYP

BEAM WHERE

OCCURS

TYP CONN PER

17/S-502

CL

COL Tw LTYP (4) SIDES

BEAM PER PLAN

CL

BRACE

COL PER PLAN

DE

PT

H

1/2

BE

AM

WP

TYP1"

CL

BM

BR

TYP

2" CLRBRACE PER EL

DRAG

CONN

PER PLAN 1/2"Ø A325-N ERECTION BOLT

STD HOLE IN KNIFE PL, TYP

SLAB, WHS, & METAL DECK

NOT SHOWN FOR CLARITY

CL B

RACE

TY

P

1" C

LR

T/STL

PER PLAN

T/SLAB

PER PLAN

1/2"

CLR

2"

1/2"Ø ERECTION

BOLT, TYPGUSSET

PL1/2, TYP

Tw LTYP

Tw LTYP

BEAM PER PLAN

CL

BRACE

DE

PT

H

1/2

BE

AM

CL B

RACE

TYP

1" M

IN

WP

3/16TYP

STIFF PL3/8, TYP

BRACE PER EL, TYP

45º

LE

SS

TH

AN

2"

NOTE:

WELD DIAGONAL TO GUSSET

PER SCHEDULE, TYPICAL ALL

FRAMES, UNO.

Tw LTYP (4) SIDES

Tw LTYP

GUSSET PL1/2, TYP

DE

PT

H

1/2

BE

AM

TH

AN

45º

GR

EA

TER

BRACE PER

EL, TYP

STIFF PL3/8

EA SIDE

BM

BR

BR

BM

MA

X

1"

L4x4x1/4 KICKER, ATTACH TO

DECK ABOVE PER 11/S-501

MA

X

1"

L4x4x1/4 KICKER,

ATTACH TO DECK

ABOVE PER 11/S-501

SLAB, WHS, & METAL

DECK NOT SHOWN

FOR CLARITYCLR

1"

CLR

1"

T/SLAB

PER PLAN

T/STL

PER PLAN



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


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CJL

JLP/ADH

17041-0193

S-311

BRACED FRAMEDETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1" = 1'-0"10

TYPICAL BRACE INTERSECTION

SCALE: 1" = 1'-0"14

BRACED FRAME DETAIL - STEEL

SCALE: 1" = 1'-0"19


SCALE: 1" = 1'-0"17

BRACED FRAME CONNECTION

AT GRADE BEAMS AND PIERSSCALE: 1" = 1'-0"

16BRACED FRAME AT CONCRETE PIER

SCALE: 1" = 1'-0"9

BRACED FRAME DETAIL (DOUBLE AT FLOOR)

SCALE: 1" = 1'-0"4



T/SLAB

PER PLAN

T/FTG

PER PLAN

T/FTG

PER PLAN

T/SLAB

PER PLANFIN GRADE

PER CIVIL

T/SLAB

PER PLAN

T/SLAB

PER PLAN

2 1/2" MIN

4d OR

90°

NOTE:

TIES AND CROSSTIES FOR SHEAR WALL

BOUNDARY ELEMENTS SHALL BE

DETAILED AS COLUMN TIES/CROSSTIES.

D D

45°

45°D D 180°

D = 6d FOR #3 THRU #8

D = 8d FOR #9, #10 & #11

D = 10d FOR #14 & #18

ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS

STIRRUP STIRRUP OR TIE

D = 4d FOR #3, #4 & #5

D = 6d FOR #6, #7 & #8

12d

D

D

180°

3" M

IN

6d O

R

D

D

135°

3" MIN

6d OR

D

D

90°

12d

D D90° 135°

3" M

IN6d

OR

D D90° 180°

3" MIN

6d OR

3" M

IN

6d O

R

BEAM OR COLUMN CROSSTIES

BEAM STIRRUPS AND COLUMN TIESd = BAR DIAMETER, D = BEND DIAMETER

3" M

IN

6d O

R

d

d d d

d

NOTES:

1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE.

2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS.

3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND

STEMWALL HORIZONTAL REINFORCING.

AT CORNERS AT INTERSECTIONS

CORNER REINF

TO MATCH

HORIZ REINF

CROSS WALL

CORNER REINF

TO MATCH

CROSS WALL

HORIZ REINF

3/4" CHAMFER

AT WALLS NOT IN

CONTACT W/ SOIL

ALT EA SIDELENGTH TYP

SPLICE

LE

NG

HT T

YP

SP

LIC

E

HOOK

STD

LE

NG

TH

TY

P

SP

LIC

E

HOOK

STD

LE

NG

TH

TY

P

SP

LIC

E

NOTES:

1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE.

2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS.

3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND

STEMWALL HORIZONTAL REINFORCING.


CORNER REINF

TO MATCH

HORIZ REINF

CROSS WALL

CORNER REINF

TO MATCH

CROSS WALL

HORIZ REINF

3/4" CHAMFER

AT WALLS NOT IN

CONTACT W/ SOIL

LE

NG

TH

TY

P

SP

LIC

E

TO MATCH

FTG REINF

STEEP AS

POSSIBLE

FTG REINF

PER PLAN TYP.

VERT DOWELS TO MATCH

WALL VERT REINF, TYP

CONC WALL BEYOND

PER PLAN

4'-0"

H

PE

R P

LA

N, TY

P

FTG

TH

ICK

NE

SS

PER PLAN

1.5 H

MIN, UNO

THICKNESS

TO MATCH FTG

PER PLAN

1.5H

MIN, UNO

4'-0"

H

TY

P

3" C

LR

MA

X

2" C

LR

MA

X

T/FTG

PER PLAN

T/FTG

PER PLAN

PE

R P

LA

N

PER PLAN

COL PER PLAN

INFILL CONC PER TYP

CONTROL JOINT DETAILS


REINF PER PLAN

CL COL & FTG

(4) 3/4"Ø ABs W/

NUT & PL WASHER,

EMBED 9" MIN

1"± NON-SHRINK GROUT

TY

P

3" C

LR

REF 18/S-402

BASEPLATE

BP PER PLANTYP

1 1/2"

TYP

1 1/2"

GRID

INFILL CONC TO BE

CAST AFTER COL BP

HAS BEEN GROUTED

COL PER PLAN

TYP2"

CLR

TYP

6"

BP & ABs

PER PLAN

#4 TRIM BAR, CTRD, TYP

CONTROL JOINT OR

CONST JOINT

PIPE SLEEVE

AS REQD, TYP

CONC STEMWALL

PER PLAN

PIPE, TYP

CONC FTG

PER PLAN

PLACE CONC FILL

BEFORE FTG POUR

(SAME WIDTH AS FTG)

SLOPE CUT AS REQD

PER GEOTECH REPORT

EXCAVATION NOT

ALLOWED BELOW

THIS LINE

NOTES:1. PRIOR TO CONSTRUCTION,

STRUCTURAL ENGINEER OF RECORD

SHALL REVIEW PIPES/SLEEVES GREATER

THAN 8" DIAMETER AND SPACED

CLOSER THAN 3" APART.

2. ALUMINUM MATERIALS SHALL NOT BE

EMBEDDED IN CONCRETE.

CLR

MIN

3 1

/2"

ELEVATIONSECTION

BE

YO

ND

PE

R P

LA

N

FTG

DE

PTH

PER PLAN

3'-0" M

AX

MIN6"

CLR

4"

1'-6" MIN

EQ EQ

CL PIPE

PE

R P

LA

N

FTG

DE

PTH

TH

RU

TH

IS P

OR

TIO

N

DO

NO

T P

AS

S P

IPE

S

OF F

TG

1'-6" MIN

1" CLRTYP

1" CLRTYP

1

1

T/FTG

PER PLAN

T/FTG

PER PLAN

FIN GRADE

PER ARCH/CIVIL

SE

CTIO

N

PER PLAN

PLA

N

PE

R

2'-0" M

IN

CLR

3"

TYP

2" CLR

AIRSPACE PER ARCH

VENEER PER ARCH,

TIES PER STRUCT

GENERAL NOTES

STEMWALL &

REINF PER PLAN

SOG & REINF

PER PLAN

STL STUDS PER

PLAN CONN TO

CONC PER 8/S-5.03

EQ REINF PER PLANEQ

PLAN

PER

CHAMFER PER ARCH

GRID

PER ARCH

INSULATION

PER ARCH

REINF PER PLAN

VAPOR BARRIER

COMPACTED STRUCT FILL OR

COMPETENT NATIVE SOIL PER

GEOTECH REPORT

SUBGRADE PREPARATION

PER GEOTECH REPORT

CONSTRUCTION JOINT

CONTROL JOINT

SUBGRADE

PREPARATION PER

GEOTECH REPORT

VAPOR BARRIER

COMPACTED STRUCT FILL OR

COMPETENT NATIVE SOIL PER

GEOTECH REPORTNOTES:

5/8"ø x 24" SMOOTH BAR

@ 24"OC, GREASE ONE

SIDE IN DOWEL INSERT

REINF PER PLAN

1. USE "EARLY ENTRY DRY-CUT SAW" AS

SOON AS POSSIBLE WITHOUT CAUSING

RAVELING OF CONCRETE EDGES.

SAWCUT ALONG SHORT DIRECTION OF

POUR FIRST.

2. ALIGN A CONSTRUCTION OR

CONTROL JOINT WITH RE-ENTRANT

SLAB CORNERS, EACH WAY, TYPICAL.

3. CONSTRUCTION/CONTROL JOINT TO ENCLOSE

APPROXIMATE SQUARE AREAS 225 SQUARE FEET MAXIMUM,

WITH MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0.

4. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL JOINT

PLAN TO STRUCTURAL ENGINEER OF RECORD FOR

REVIEW/APPROVAL.

PER

PLAN

t

PER

PLAN

t

t/4 SAWCUT DEPTH OR t/4

PREMOLDED JOINT (11/2" MIN)

NOTES:

1. ALL TABULATED VALUES ARE IN

INCHES.

2. VALUES FOR UNCOATED

REINFORCING AND NORMAL WEIGHT

CONCRETE WITH CLEAR SPACING >

db, CLEAR COVER > db AND

MINIMUM STIRRUPS OR TIES

THROUGHOUT Ld OR CLEAR

SPACING > 2db AND CLEAR COVER >

db.

3. DEVELOP ALL REINFORCING IN

STRUCTURAL SLABS WITH MINIMUM

DEVELOPMENT LENGTH Ld.

4. Ldh = DEVELOPMENT LENGTH OF

BAR WITH STANDARD HOOK.

5. TOP BAR = HORIZONTAL BAR

WITH MORE THAN 12" OF FRESH

CONCRETE BELOW OR AS NOTED ON

DOCUMENTS AS "TOP BAR".

6. LAP SPLICE OF DIFFERENT SIZED

BARS TO BE THE LARGER OF Ld OF

THE LARGER BAR OR SPICE LENGTH

OF THE SMALLER BAR.

BAR

SIZE

MISCELLANEOUS

BARS

TOP BARS

(see note #5)

HOOKED

BARS

Ld Splice Ld Splice Ldh

f'c = 3000psi

#3 17 22 22 28 9

#4 22 29 29 38 11

#5 28 36 36 47 14

#6 33 43 43 56 17

#7 48 63 63 81 20

#8 55 72 72 93 22

#9 62 81 81 105 25

f'c = 4000psi

#3 15 19 19 25 8

#4 19 25 25 33 10

#5 24 31 31 41 12

#6 29 37 37 49 15

#7 42 54 54 71 17

#8 48 62 62 81 19

#9 54 70 70 91 22

01400 GRADE 60 REINFORCING

4" TYP

4" TY

P

PE

R A

RC

H

PER ARCH

#4 @ 18"OC

6" MIN

REINF PER 11/S-401

GRANULAR BACKFILL

PER GEOTECH REPORT

(3) #4 AT TREAD

RIS

ER

DIM

PE

R A

RC

H1'-0" M

IN.

TREAD DIM PER ARCH


#4 @ 12"OC EW

3/4" KEY

(2) #4B

8"

SOG PER

PLAN

MIN

6"

#4 x @ 18"OC

T/SLAB

PER PLAN

24"

24"

T/SLAB

PER PLAN

t

t M

AX

PE

R P

LA

N

SOG PER PLAN REINF PER PLAN

VAPOR BARRIER

DOWELS TO MATCH SLAB REINF

OR BEND CONT REINF

MIN

8"

SCHED

LAP PER

PER

PLAN

T/SLAB

PER PLAN

01402

REINFORCING

SIZEGRADE 60

#4 24

#5 30

#6 36

#7 42

#8 48

NOTES:

1. DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED UNLESS

SPECIFICALLY NOTED ON DRAWINGS.

2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT

GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE

REQUIRED LENGTH INDICATED AND NEVER FURTHER APART THAN 8".

3. ALL TABULATED VALUES ARE IN INCHES.

CMU WALL PER PLAN

PROVIDE (2) #4 IN HORIZ BOND BEAM

IN ALL COURSES BELOW & FIRST

COURSE ABOVE SOG

REINF PER PLAN

PER PLAN

PE

R P

LA

N

SOG & REINF

PER PLAN

DOWELS TO MATCH CMU WALL

VERT REINF (ALT HOOKS)

CLR

3"

13

/S-4

01

LA

P P

ER

T/SLAB

PER PLAN

T/FTG

PER PLAN

PIPE OR CONDUIT

SOG PER PLAN

CLR

2"

4" MIN

NOTE:

ALUMINUM MATERIALS SHALL NOT BE

EMBEDDED IN CONCRETE.

CLR

3"

1

1

T/SLAB

PER PLAN

PER PLAN

PLA

N

PE

R

CLR

3"

600S162-54 @ 16"OC

TYP (TYP 8" STUDS

AT SIM) CONN TO

CONC PER 8/S-503

FIN GRADE

PER CIVIL

T/WALL =

T/PCPER ARCH

T/PIER

0'-0"

EMBED PL1/4x4xCONT W/

1/2"Ø x 3" WHS @ 18"OC, TYP

PER ARCH

CONC WALL PER PLAN

CLADDING PER ARCH

CONN TO EMBED & FDN

BY PC SUPPLIER4" PC CLADDING

PANEL BY OTHERS

T/FTG

PER PLAN

INSULATION

PER ARCH

CONC PIER PER PLAN

REINF PER PLAN

GROUT PER PC SUPPLIER

43 MIL BLKG LINE @

48"OC (VERTICALLY)

RCA225-68 W/ (4) #10

SCREWS TO STUD & BLKG

T150-43

PER PLAN

PLA

N

PE

R

2'-0" M

IN

CLR

3"

TYP

2" CLR

STEMWALL &

REINF PER PLAN

SOG & REINF

PER PLAN

STL STUDS PER

PLAN CONN TO

CONC PER 8/S-5.03

REINF PER PLAN

PLAN

PER

CHAMFER PER ARCH

GRID

INSULATION

PER ARCH

T/SLAB

PER PLAN

T/FTG

PER PLAN

FIN GRADE

PER CIVIL

T/PC

PER ARCH

4" PC CLADDING

BY OTHERS

CONN TO FDN & STL

STUDS BY PC SUPPLIER

GROUT PER PC SUPPLIER

HSS SILL

SUPPORT AT SIM

PLA

N

PE

R

CLR

2"

IF VERT PER SCHED

PER CIVIL

OR SOG

FIN GRADE

T/FTG

PER PLAN

CLR

2"

CLR

3"

OF VERT PER

SCHEDCONC WALL PER PLAN

PER PLAN

PER PLAN

WHERE OCCURS

CLR

2"

#4 @ 16"OC EF

GRANULAR

BACKFILL PER

GEOTECH REPORT

CONC FTG PER

PLAN (MAT SLAB

WHERE OCCURS)

RETAINED

HEIGHT

OUTSIDE FACE

REINFORCING

H 10'-0" #5 @ 12"OC

15'-8" H 10'-0" #6 @ 10"OC

INSIDE FACE

REINFORCING

#5 @ 12"OC

#7 @ 10"OC

NOTE:

H IS MEASURED FROM TOP OF FOOTING

TO BOTTOM OF CONCRETE ABOVE.



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

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C

D

2 3 4 5 61

A

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C

D

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1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-401

FOUNDATIONDETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

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

STANDARD HOOKS AND BENDS -

BEAM STIRRUPS AND COLUMN TIES(03400)

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

PLAN - TYPICAL CORNER REINFORCING

AT CONCRETE WALLS(03402-SINGLE MAT) SCALE: 3/4" = 1'-0"

4


AT CONCRETE WALLS(03403-DOUBLE MAT) SCALE: 3/4" = 1'-0"

5TYPICAL STEPPED FOOTING

(03901)

SCALE: 3/4" = 1'-0"7

TYPICAL INTERIOR COLUMN FOOTING

SCALE: 3/4" = 1'-0"2

CONTROL JOINT AT INTERIOR COLUMN

SCALE: 3/4" = 1'-0"14

TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL/FOOTING(03906)

SCALE: 3/4" = 1'-0"20

EXTERIOR FOUNDATION AT STEEL STUDS

SCALE: 3/4" = 1'-0"16

TYPICAL CONTROL JOINT DETAIL

SCALE: 3/4" = 1'-0"12

TYPICAL LAP SPLICE AND

DEVELOPMENT LENGTH SCHEDULE(01400)

SCALE: 3/4" = 1'-0"6

LEARNING STAIRS

SCALE: 3/4" = 1'-0"11

TYPICAL STAIR ON GRADE(03800)

SCALE: 3/4" = 1'-0"8

TYPICAL DEPRESSED SLAB DETAIL(03202)

SCALE: 3/4" = 1'-0"13

TYPICAL LAP SPLICE AND DEVELOPMENT

LENGTH SCHEDULE FOR STRUCTURAL MASONRY(01402)

SCALE: 3/4" = 1'-0"9

INTERIOR FOOTING AT CMU BEARING WALL(03160) SCALE: 3/4" = 1'-0"

10

PIPE OR CONDUIT

EMBEDDED IN SLAB ON GRADE(03204)

SCALE: 3/4" = 1'-0"17

PRECAST BUMP OUTSCALE: 3/4" = 1'-0"

19PRECAST AT STEEL STUDS


SCALE: 3/4" = 1'-0"18

CONCRETE WALL AT LEARNING STAIR

T/SLAB

PER PLAN

T/SLAB

PER PLAN

T/FTG

PER PLAN

FIN GRADE

PER CIVIL

T/SLAB

PER PLAN

S

CTRD ON STEMWALL

PER PLAN

PLA

N

PE

R

SOG & REINF

PER PLAN

EQ REINF PER PLANEQ

EXT SOG PER ARCH

(NONE AT SIM)

STEMWALL &

REINF PER PLAN

GRID

PER PLAN

PLA

N

PE

R

2'-0" M

IN

CLR

3"

TYP

2" CLR

STEMWALL & REINF

PER PLAN

SOG & REINF

PER PLAN

CMU WALL &

REINF PER PLAN

EQ

REINF PER PLAN

EQ

LA

P P

ER

13/S

-401

DOWELS TO MATCH

WALL REINF

GRID

CHAMFER PER ARCH

NOTE:

STEMWALL REINFORCING CENTERED AT SIM CONDITION.

CL COL

1"Ø GROUT HOLE

(OPTIONAL)

COL PER PLAN

COL PER PLAN

(4) 3/4"Ø THREADED RODS W/

HEX NUTS & WASHERS UNO

1"± NON-SHRINK GROUT, MIN

CONC FTG PER PLAN

PE

R P

LA

N

9" M

IN

UN

O

TY

P

3" C

LR

PLAN - INTERIOR COLUMN

ELEVATION

"F"

SIZE PER

TABLE 1 TYP

TACK WELD

NUT TO AB

CL C

OL

CL COL BP PER PLAN

TABLE 1

BASEPLATE

THICKNESS

3/8" , 1/2"

5/8" , 3/4"

> = 7/8"

"F"

FILLET

SIZE

3/16"

1/4"

5/16"

T/FTG

PER PLAN

PLAN

TY

P

1 1

/2"

TY

P

1 1

/2"

TYP

1 1/2" TYP

1 1/2"

2"

3"

2"

1 1/2"3"

1 1/2"

PLAN - AT EDGE

OF STEMWALL

"F"

SIZE PER

TABLE 1 TYP

TY

P

3 1

/2"

MIN

1 1

/2"

3"

TY

P

1 1

/2"

TY

P

2"

1 1

/2"

1 1

/2"

MIN

1 1/2"

TYP

1 1/2"

PLAN - AT STEMWALL

PLAN - AT CORNER

STEMWALL

CL

CO

L3 1

/2"

INSIDE F/WALL

TYP

3 1/2"

CL

COL

1/2"

NOTES:

1. LAP LENGTHS PER REINFORCING LAP SPLICE AND DEVELOPMENT LENGTH

SCHEDULE FOR CMU.

2. WALL REINFORCING PER PLANS, ELEVATIONS, SECTIONS AND DETAILS.

3. CORNER REINFORCING AT FOOTING AND STEMWALLS TO MATCH FOOTING

AND STEMWALL HORIZONTAL REINFORCING.


CORNER REINF TO

MATCH HORIZ REINF

CORNER REINF TO

MATCH HORIZ

WALL REINF

CROSS WALL

TY

P

LA

P L

EN

GTH

TYP

STD HOOK

LA

P L

EN

GTH

, TY

P

NOTE:

CONTROL JOINT LOCATION CRITERIA PER STRUCTURAL GENERAL

NOTES. CONTRACTOR SHALL COORDINATE LOCATION OF JOINT

WITH ARCHITECT AND STRUCTURAL ENGINEER.

CL JOINT

VERT CONTROL JOINT, OMIT

MORTAR. CAULK PER ARCH

TERMINATE HORIZ REINF 2" FROM

CONTROL JOINTS. EXCEPT AT FLR

& ROOF BOND BEAMS

PROVIDE 16" SMOOTH DOWEL

(SAME SIZE AS HORIZ REINF) ACROSS

JOINT. PREVENT BOND BTWN DOWEL

& GROUT W/ GREASE OR PLASTIC

SLEEVE. CAP ALL DOWELS TO ALLOW

1" OF MOVEMENT.

PROVIDE CLOSED END BLOCKS

AT CONTROL JOINTS, TYP

VERT REINF PER 11/S-402

NOTES:

1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOTES.

2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS.

3. CMU WALLS ARE GROUTED AT REINFORCING ONLY UNO ON PLAN.

OPENING

OPENING

TYP HOOK IF

2'-0" MIN

MIN LENGTH

NOT AVAILABLE

CORNER REINF PER

1/S-402 TO MATCH

HORIZ REINF, TYP

TYP HORIZ REINF

IN BOND BEAM,

TYP AT OPNG

(2) TYP VERT

REINF MIN, TYP

AT CORNERS

(2) TYP VERT

REINF MIN, TYP

AT OPNG

TYP HORIZ

REINF AT

T/WALL

PROVIDE (2) TYP VERT REINF, MIN

FOR WALL SECTIONS 16" OR SMALLER,

CMU CONTROL JOINT LOCATION PER

6/S-402, LOCATION &

WATERPROOFING

PER ARCH

TYP CONT HORIZ

REINF IN BOND

BEAM AT FLR,

ROOF LINE THRU

CONTROL JOINTS

STOP HORIZ REINF

AT CONTROL JOINT,

TYP UNO

TYP VERT REINF,

EA SIDE OF

CONTROL JOINT,

TYP

TYP HORIZ REINF

PER PLAN

TYP HORIZ REINF

IN BOND BEAM

AT SILL

TYP HORIZ REINF

IN FIRST COURSEDOWELS TO MATCH VERT REINF

(PROVIDE STD HOOK PER STRUCT

NOTES AS REQD)

(4) TYP HORIZ

REINF AT FLR,

ROOF LINE W/

MIN 16"DP

BOND BEAM

13

/S-4

01

LA

P P

ER

T/WALL

T/FLR

OR ROOFPER PLAN

T/FTG

OR SLABPER PLAN

LINTEL

BOND BEAMSILL

BOND BEAM

BLOCK

LINTEL REINF

PER PLAN

90° HOOK

PARALLEL

TO WALL

TYP HORIZ

REINF IN BOND

BEAM BLOCK

OPEN BOND BEAM

TYP HORIZ

REINF IN BOND

BEAM BLOCK

(48" M

AX

)

"H"

(48" M

AX

)

"H"

DE

PTH

PE

R P

LA

N

2 x "H"

LAP, TYP

1/2 REQD

LAP, TYP

1/2 REQD

PER 18/S-401

LAP SPLICE

CLR

2"

CLR

3"

STIRRUPS OR TIES AS

REQD, REF PLAN FOR

GRADE BEAM REINF

REF PLAN FOR

STEP LOCATION

INDICATORS, TYP

NO

TE

[1]

PR

OJE

CTIO

N

UN

O P

ER

PLA

N

MIN

EM

BE

D

7 1

/2"

12x D

IA

1/4

"

MIN

PE

R M

FR

[4]

NO

TE

TACK

TYPICAL ANCHOR BOLT SCHEDULE

INSTALLATION

TYPECAST-IN-PLACE (PRE-AUTHORIZED) [2]

DRILL-IN OPTIONS

(SUBMITTAL REQUIRED) [3]

BOLT

TYPE

STANDARD

J-BOLT

HEADED

ANCHOR

THREADED

ROD ANCHOR

SIMPSON "SSTB"

ANCHOR BOLT

ADHESIVE

ANCHOR

EXPANSION

ANCHOR

EM

BE

DM

EN

T

RE

QU

IRE

ME

NTS

LIMITS 5/8"Ø MAX 5/8"Ø THRU 2 1/2"ØFOR WOOD

FRAME ONLY5/8"Ø THRU 1"Ø

NOT ALLOWED AT

P-T SLAB

NOTES:

[1] CONTRACTOR SHALL DETERMINE THE REQUIRED THREAD PROJECTION SUITABLE FOR THE THICKNESS OF

MATERIAL BEING FASTENED PLUS GROUT ALLOWANCE, IF ANY, AND CONSTRUCTION TOLERANCES, UNO.

[2] CONTRACTOR MAY SELECT APPROPRIATE CAST-IN-PLACE ANCHOR BOLT OPTION WITHOUT SUBMITTAL.

[3] DRILL-IN OPTIONS ARE NOT APPROPRIATE AT ALL CONDITIONS. IF DRILL-IN METHOD IS PREFERRED,

SUBMIT MANUFACTURER'S INFORMATION, ALLOWABLE LOAD VS EMBEDMENT DATA AND LOCATIONS OF

WHERE SUBSTITUTIONS ARE REQUESTED. ENGINEER WILL DETERMINE IF SUBSTITUTION IS APPROPRIATE FOR

LOCATION AND LOADING.

[4] EMBEDMENT OF DRILL-IN ANCHORS SHALL BE PER ENGINEERS'S SUBMITTAL REVIEW COMMENTS.

EMBEDMENT SHALL BE (9) NINE TIMES FOR NOMINAL ANCHOR DIAMETER, UNO.

[5] AT PRESSURE TREATED SILLS, PROVIDE HOT-DIPPED GALVANIZED OR STAINLESS STEEL ANCHORS.

01901

DIA = ANCHOR BOLT DIAMETER (NOMINAL)

HOOK BARS WHEN 24"

LENGTH IS

NOT AVAILABLE

(2) #5, TYP

#5 x 48" DIAG, TYP

(2) #5, TYP

NOTE:

PROVIDE (2) #5 x 48" DIAGONAL

BARS AT WALLS 10" OR THICKER.

.

T/WALL

PER PLANOR EL

T/SLAB

PER PLAN

T/FTG

PER PLAN

2'-0"

TYP

PER PLAN

PLA

N

PE

R

2" C

LR

2" C

LR

3'-0"

EQ

EQ

GRID

PLA

N

PE

R

10" CONC WALL

PER PLAN

12" CONC WALL

PER PLAN

ENCLOSE (2) TYP

STEMWALL VERTS

PILASTER REINF PER

PLAN ALIGN W/ CMU

CELLS ABOVE

PER PLAN

PLA

N

PE

R

CLR

3"

STEMWALL &

REINF PER PLAN

SOG & REINF

PER PLAN

REINF PER PLAN

GRID

T/SLAB

PER PLAN

T/FTG

PER PLAN

T/WALL

0'-0"

4 1/4" PER PLAN

GYM FLR

PER ARCH

DRILL & EMBED SLAB

REINF, EMBED 3" IN ADH

CONC MOW STEP

PER LANDSCAPE

STL STUDS

PER PLANSHTHG PER ARCH

#4 HORIZ @ 12"OC,

CTRD IN WALL, TYP

#5 VERT @ 16"OC

W/ 30" HOOKS,

CTRD IN WALL, TYP

SOG & REINF

PER PLAN, TYP

HYDROPHILIC WATERSTOP

WHERE REQD, TYP

REINF PER PLAN

W/ STD HOOKS EA END

ELEV SUMP WHERE REQD

(10" SLAB & WALL THICKNESS, MIN

W/ #5 @ 12"OC EW, TYP)

ELEV PIT, VERIFY

SIZE & DEPTH W/

ARCH DWGS

#4 DOWELS x

@ 16"OC, TYP

AT OPNG

WHERE REQD

HYDRAULIC SHAFT PENETRATION

NOTE:PROVIDE MISCELLANEOUS METALS AS REQUIRED

BY ELEVATOR MANUFACTURER.

PER PLAN

TYP

8"

TYP

PER

PLAN

PE

R P

LA

N

PE

R P

LA

N

CLR

3"

CLR

2"

TYP

3" CLR

T/SLAB

PER PLAN24"

24"

LA

P P

ER

13/S

-401

CMU WALL &

REINF PER PLAN

BOND BEAM IN

FIRST COURSE

S-401

11

CONC STAIR ON

GRADE PER 6/S-401

& 11/S-401

BIDDER DESIGNED

HANDRAIL PER ARCH

(CURTAIN WALL AT SIM)

T/WALL

VARIESPER ARCH

DRILL & EMBED HORIZ

REINF EMBED 6" IN ADH

CONC WALL &

REINF PER PLAN

SOG & REINF

PER PLAN

1

1

T/SLAB

PER PLAN

#4 x @ 18"OC

30"

30"

PER ARCH

STL STUDS PER PLAN

CONC WALL &

REINF PER

PLAN

6 1

/2"

SOG & REINF

PER PLAN

1

1

T/SLAB

PER PLAN

CONC WALL &

REINF PER

PLAN

1 1/2"4"

2 1/2"

#4 x (HORIZ)

30"

30"

EMBED PL3/4x8x0'-

8" W/ (4) 1/2"Ø x 6"

WHS AT 5" GA

COL PER PLAN

3/16 1-12

NOTE:

FOR ADDITIONAL INFORMATION

REFERENCE 13/S-402.

SOG & REINF

PER PLAN

1

1

T/SLAB

PER PLAN

1200S162-54 @ 12"OC

CONC WALL &

REINF PER

PLAN

GLAZING PER ARCH

1200T150-54 T&B

MSSC6.25KW @

12"OC W/ (12) #10

SCREWS TO STUD

BRG PL PER CLIP MFR

3/8"Ø x 5" TITEN HD

6"

NOTE:

FOR ADDITIONAL INFORMATION

REFERENCE 13/S-402.

T/WALL

PER ARCH

T/SLAB

PER PLAN

CONC WALL & REINF

PER PLAN

SOG PER PLAN

CONC OVER

METAL DECK &

REINF PER PLAN

#4 DOWELS x

@ 18"OC

ALT DIRECTION

24"

C L

FIELD

BEN

D

(ALT

DIR

ECTION)

24"

1"EMBED PL1/4x4x

CONC W/ 1/2"Ø x 6"

WHS @ 12"OC



FOR PERMIT




®

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PROJ. NO.


A

B

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2 3 4 5 61

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2/16/18

CJL

JLP/ADH

17041-0193

S-402

FOUNDATIONDETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 3/4" = 1'-0"5

EXTERIOR FOUNDATION

AT OPENING AND STOREFRONT

SCALE: 3/4" = 1'-0"10

EXTERIOR FOUNDATION AT CMU

SCALE: 1" = 1'-0"14

TYPICAL BASEPLATE TO FOUNDATION

CONNECTION - HSS COLUMN(05030M)

SCALE: 1" = 1'-0"7


AT CMU WALLS(04002)SCALE: 1" = 1'-0"

6PLAN - TYPICAL CMU CONTROL JOINT

(04001)

SCALE: 1" = 1'-0"1

ELEVATION - TYPICAL REINFORCING IN CMU WALL(04000M) SCALE: 1" = 1'-0"

2TYPICAL CMU LINTELS, SILLS AND BOND BEAMS

(04003M)

SCALE: 3/4" = 1'-0"19

TYPICAL GRADE BEAM STEP(03401)

SCALE: 1" = 1'-0"20

TYPICAL ANCHOR BOLT SCHEDULE(01901)

SCALE: 3/4" = 1'-0"18

ELEVATION - TYPICAL CONCRETE WALL

OPENING REINFORCING(03401)

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

PILASTER AT FUTURE SKYFOLD

SCALE: 3/4" = 1'-0"8

FUTURE SKYFOLD DOOR OPENING

SCALE: 3/4" = 1'-0"17

ELEVATOR PIT SECTION(3902M)

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

LEARNING STAIR AT CONCRETE WALL

SCALE: 3/4" = 1'-0"13

CONC WALL AT LANDINGSCALE: 3/4" = 1'-0"

11COLUMN ON CONCRETE WALL

SCALE: 3/4" = 1'-0"16

PONY WALL AT CURTAIN WALL

SCALE: 3/4" = 1'-0"12

CONCRETE WALL AT METAL DECK


T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

B/DECK

PER PLAN

T/STL

PER PLAN

HANG WITHIN 6" OF ANY UPPER PANEL POINT FOR JOISTS

TOP CHORD PANEL

POINTS, TYP

CL PANEL POINT

JOIST TOP CHORD

JOIST PER PLAN

DIAGONAL

BRACE

3 4 5 1

HANG WITHIN 6" OF ANY LOWER PANEL POINT FOR JOISTS.

TRAPEZE BETWEEN ANY PANEL POINTS.

1

2

ADD AN ANGLE EACH SIDE TO STIFFEN THE BOTTOM CHORD.

PER DIAGONAL BRACE DETAIL 13/S-501.

ADD AN ANGLE EACH SIDE TO STIFFEN THE TOP CHORD

PER DIAGONAL BRACE DETAIL 13/S-501.

NOTES:1. DO NOT CUT OR DRILL ANY JOIST MEMBER.

2. THIS DETAIL IS APPLICABLE TO SUPPORTING MECHANICAL EQUIPMENT, SPRINKLER PIPES, ETC.

13

3

4

5

2

BOT CHORD PANEL

POINTS, TYP

S-501

CONC OVER METAL DECK

& REINF PER PLAN

ADDL INFORMATION PER 1/S-502

METAL CLOSURE STRIP

MIN

2" BRGMIN

2" BRG

BEAM PER PLAN

CHANGE IN DECK ORIENTATION

CHANGE AT SLOPE


& REINF PER PLAN

SLOPED DECK WHERE OCCURS

METAL CLOSURE STRIP

BEAM PER PLAN

ADDL INFORMATION PER 1/S-502

PUDDLE

WELD PER

PLAN

MIN

2" BRGMIN

2" BRG

PUDDLE

WELD PER

PLAN

T/STL

PER PLAN

T/STL

PER PLAN

MIN

2'-8"

2'-8" MIN

1/8 1/2

1/8 1/2TYP AT EA

TOP FLUTE

L1 3/4x1 3/4x1/4 PLACED

ON T/DECK

THIS GROUP OF

SLEEVES TO BE

CONSIDERED A

SINGLE OPNG

TYP TOP FLUTE

TYP BOT FLUTE

WEBS OF METAL

DECKING

MA

X

1'-4"

NOTES:

CL BEAM OR

JOIST BELOW

CL BEAM OR

JOIST BELOWOPENINGS LESS THAN 16"

ANGLES MUST EXTEND

(3) TOP FLUTES PAST

OPNGS, TYP

CL BEAM OR

JOIST BELOW

CL BEAM OR

JOIST BELOW

TY

P D

EC

K U

NIT

TY

P D

EC

K U

NIT

FLU

TE

S

(3) TO

P

TY

P

2'-0" M

AX

FLU

TE

S

(3) TO

P

1/8 1/2

ADJACENT

TO EA CUT

WEB, TYP

OPENINGS GREATER THAN 16" & LESS THAN 24"

1/8 1

AT CENTER OF

EA TOP FLUTE

BEYOND OPNG,

TYP

HSS3x1 1/2x3/16

OR L3x2x1/4 (LLH)

PLACED ON T/DECK

#3 x 36", TYP

AT CONC SLAB

TYP TOP FLUTE

TYP BOT FLUTE

WEBS OF METAL

DECKING

1. HOLES LESS THAN 6"Ø AND CUTTING NO MORE THAN (1) WEB REQUIRE NO REINFORCEMENT.

2. ALL METAL DECK OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK AND PIPING, ROOF HATCHES

AND SMALL AIR SHAFTS. THESE OPENINGS ARE NOT INTENDED TO SUPPORT ANY MECHANICAL EQUIPMENT.

3. REINFORCING HSS OR ANGLES MAY BE PLACED UNDERNEATH DECK IF REQUIRED BY ROOFING SYSTEMS.

4. WHERE USED WITH CONCRETE SLAB, CUT DECKING AFTER CONCRETE HAS CURED (3) DAYS.

MA

X

1'-4"

TYP

1 1/2"3"

TYP

1 1/2"

CONCENTRATED LOAD

JOIST PER PLAN

(1) ANGLE ADDED

EA SIDE OF JOIST

CONCENTRATED

LOAD

CL PANEL POINT

TYP

> 6"

1. WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOIST CHORDS AND ARE

LOCATED MORE THAN 6" FROM A PANEL POINT, REINFORCE THE JOIST WITH AN

ADDED ANGLE (EACH SIDE OF JOIST) EXTENDING FROM THE POINT LOAD TO THE

NEAREST PANEL POINT ON THE OPPOSITE CHORD.

2. REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE.

3. ADDED ANGLES AND WELDS BY JOIST MANUFACTURER.

NOTES:

5

4

CL C

OL

CL COL

TYP

COL PER PLAN

BEAM TO COL CONN

PER 17/S-502, TYP

BEAM PER PLAN, TYP

L3x3x1/4 SLAB SUPPORT

TYP AT ALL SIDES OF COL

WHERE DECK SUPPORT

INTERRUPTED

DECK SPAN

DIRECTION

1. SLAB SUPPORT ANGLES REQUIRED AT ALL COLUMN LOCATIONS WHERE THERE

IS NO BEAM OR OTHER SUPPORT FOR DECK AT PENETRATION.

2. IN ADDITION TO PERMANENT SLAB SUPPORT ANGLES, THE CONTRACTOR SHALL PROVIDE

END CLOSURES AND MISCELLANEOUS DECK SUPPORTS AT OTHER LOCATIONS.

NOTES:

3/16 4

4

5/16

OWSJ PER PLAN

STABILIZER PL3/4x6x0'-6" (DO

NOT WELD BOT CHORD)

DECK NOT SHOWN

FOR CLARITY

COL PER PLAN

ERECTION BOLTS

WT7x30.5 x 0'-6"

1/2"

1" 2"

3/16

PL3/8x6 x COL WIDTH

METAL DECK PER PLAN

CL BEAM

JOIST PER PLAN

BEAM PER PLAN

1/8 2

1/8 2

GAP

1/2"

GRID

T/STL

PER PLAN

PE

R P

LA

N

JO

IST S

EA

T

DE

PTH

NOTE:

WELD SIZE (THICKNESS) TO BE 3/16" AT LH TYPE

JOISTS.

BRACE PER

11/S-501 AT

SIM

BLKG PER 1/S-501 AT SIM

EDGE FORM BY DECK

SUPPLIER (43 MIL MIN)

#4 CONT AT EDGE

CONC OVER METAL

DECK & REINF PER PLAN

PER DECK

SUPPLIER

DECK PARALLEL TO EDGE BEAM

BEAM PER PLANBEAM PER PLAN

PER DECK

SUPPLIER

DECK PERPENDICULAR TO EDGE BEAM

CL BEAM

PLAN

PER

END CLOSURE PER

DECK SUPPLIER

PER PLAN PER PLAN

NOTE:

TYPICAL COMPOSITE BEAM SECTION

AND SHEAR STUD LAYOUT PER 1/S-502.

PLAN

PER

#4 CONT AT EDGE

CONC OVER METAL

DECK & REINF PER PLAN

BEAM PER PLAN

CL BEAM

MIN

1 1/4"

MIN

1 1/4"MIN

2" BRG

T/STL

PER PLAN

T/STL

PER PLAN

EDGE FORM BY DECK

SUPPLIER (43 MIL MIN)

CONC OVER METAL

DECK PER PLAN

BEAM PER PLAN

VENEER PER ARCH

WHERE OCCURS TIES

PER STRUCT GEN NOTES

BRACE PER 11/S-501

@ 7'-0"OC MAX

DEFLECTION TRACK

PER SPECIFICATIONS

BEAM PER PLAN

STUD WALL PER PLAN

DECK EDGE PER 19/S-501

ARCH

PER

PLAN

PER

GRID

TYP

2 1/4" MIN

CL BEAMCL BEAMPER PLAN

BEAM PARALLEL TO JOIST

ROOF OR FLR

DECK, PER PLAN

BEAM OR

JOIST PER

PLAN

PL1/4x4x0'-4"

L2 1/2x2 1/2x3/16

BRACE @ 7'-0"OC

UNO

3/16

3/16

3/16

BEAM PER PLAN

SEE ALT

3/16

3/16

3/16

STIFF PL PER

9/S-502

ALTERNATE BRACE

CONN AT BOTTOM

FLANGE

CL BEAMROOF OR FLR

DECK, PER PLAN

TYP

2 5/8" MIN

1/2" MAX

SEE ALT

1

1

1 MIN

2 MAX

BEAM PERPENDICULAR

TO JOIST

L2 1/2x2 1/2x3/16 BRACE

@ 7'-0"OC UNO

L4x4x1/4 BTWN JOISTS

LOCATE AT LOW FLUTE IN

DECK. COPE HORIZ LEG

AT JOIST & WELD VERT

LEG TO JOIST W/ 3/16"

FILLET x 2" EA SIDE

PARALLEL DECK

CONN PER PLAN

3/16

3/16TYP

PE

R P

LA

N

VA

RIE

S

BEAM PER PLAN

350#

(0.6W)

900# (0.6W)

COVER

PL1/4x4x0'-4"

WHERE REQD

PER PLAN

1/2

" M

AX

2" MIN

WT6x9.5 TYP

AT 6" SEAT

DEPTHS

(WT4x5 AT 4"

SEAT DEPTHS)

3/16 2-12

BEAM PER

PLAN

PE

R P

LA

N

SE

AT D

EP

TH

PER PLAN

METAL DECK

PER PLAN

AT JOISTS

OWSJ PER

PLAN

CONN PER

18/S-501

PER PLAN

TYP

2" MIN

METAL DECK

PER PLAN

BEAM PER PLAN

AT BEAMS

SECTION ‘B’

SECTION ‘A’

PLAN

L5x5x5/16, TYP AT CURB

& AROUND OPNG’S

OWSJ OR BEAM

OWSJ OR BEAM

MECH UNIT

'B'

'A'

NEW OR (E)

OWSJ PER PLAN,

BEAM AT SIM ANGLE PER PLAN,

COPE AS REQD

WELD DECK TO

ANGLE, TYP

CL JOIST

3/16

ANGLE PER PLAN

WELD DECK TO ANGLE, TYP

1/2”Ø PUDDLE @ 24”OC

MAX (FIELD WELD (E) DECK

TO ANGLE FROM BELOW)

3/16

NOTE: THIS DETAIL APPLIES TO ALL ROOF TOP MECHANICAL UNITS, ROOF, AND

FLOOR OPENINGS OVER 24", REFERENCE PLANS FOR REQUIREMENTS AT

MECHANICAL UNITS ON CONCRETE OVER METAL DECK.

CONC OVER METAL

DECK PER PLAN

BEAM PER PLAN

VENEER PER ARCH

WHERE OCCURS TIES

PER STRUCT GEN NOTES

TRACKS TO MATCH

STUD GAGE, TYP

CONN PER 17/S-502 DEFLECTION TRACK

PER SPECIFICATIONS

BEAM PER PLAN

STUD WALL PER PLAN

DECK EDGE PER 19/S-501

ARCH

PER

PLAN

PER

GRID

1

1 APPROX

ANGLE BTWN JOIST

PER 11/S-501 WHERE

REQD FOR BRACE

METAL ROOF

DECK PER PLAN

BRACE PER 11/S-501 AT

EA PARAPET STUB

OWSJ PER PLAN

(WF BEAM AT SIM)

L3 1/2x3 1/2x1/4 BLKG (NONE AT SIM)

1/8 3

OWSJ TO WF,

WELD SIZE

TO BE 3/16 AT

"LH" SERIES

JOISTS

DECK ATTACH PER

STRUCT GENERAL NOTES

SLOPE

PER ARCH

BEAM PER PLAN (HSS AT SIM)

BOT TRACK PER PLAN

ATTACHMENT PER 7/S6.01

REINF PER 13/S-501 WHERE

REQD PER 12/S-501

WALL STUD CONN

AT BOT OF BEAM

PER 3/S-503

VENEER PER ARCH

WHERE OCCURS

2-24

3/16 2-24

DEFLECTION TRACK PER

STRUCT SPECIFICATIONS

STL STUDS PER PLAN

CONT PL16GAx12xCONT W/ #12

SCREWS @ 12"OC, STAGG

T/VENEER

PER ARCH

T/STL

PER PLAN

3'-0" M

AX

T/PARAPET

PER ARCH

3/16

GRIDL4x4x5/16 @ 8'-0"OC (6'-0" OC AT SIM)

CONN STUD TO ANGLE W/ (2)

#10 SCREWS @ 12"OC

STIFF PL EA SIDE PER 11/S-501

AT EA PARAPET STUB

BRACE PER 11/S-501

AT EA PARAPET STUB

OWSJ PER PLAN

(WF BEAM AT SIM)

BEAM PER PLAN

METAL ROOF

DECK PER PLAN

DECK ATTACH PER


BOT TRACK PER PLAN,

ATTACHMENT PER 8/S-503

WALL STUD CONN

AT BOT OF BEAM

PER 3/S-503

VENEER PER ARCH

WHERE OCCURS

STUDS PER

PLAN

DEFLECTION TRACK

PER SPECIFICATIONS

STL STUDS PER PLAN

PARAPET PER

1/S-501

T/PARAPET

PER ARCH

T/VENEER

PER ARCH

T/STL

PER PLAN

GRID

STIFF PL EA SIDE PER 11/S-501

AT EA PARAPET STUB

CONC OVER METAL

DECK PER PLAN

BEAM PER

PLAN

(PARALLEL TO

EDGE BEAM AT

SIM)

VENEER PER ARCH

CONN PER 17/S-502, TYP BEAM PER PLAN

STUD WALL PER PLAN W/

CONN PER 8/S5.03

2" MIN BRG

1"

EQEQ

1'-2 1

/2"

METAL DECK

PER PLAN

6" CONC CURB W/ #4

VERT @ 18"OC &

#4 T&B HORIZ

BENT PL3/16x

W/ (2) #12 SCREWS TO BEAM @

12"OC & 1/2"Ø x 6" WHS @ 18"OC

1'-0 1/2" 6 1

/2"

3/16 3-12

#4 AT SLAB EDGE

BEAM PER PLAN

(NONE AT SIM)

T/STL

PER PLAN

NOTE:

AT SIM DECK IS TURNED 90º.

METAL DECK PER PLAN

COL PER PLAN

WT SHEAR TAB &

BOLTS PER 17/S502

BEAM PER PLAN

SLOPE

PER ARCH

SLOPE

PER ARCH

TAPERED BENT PL3/16 BLKG

3"

VALLEY

3/16 2-12

3/16 2-12



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-501

FRAMING DETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1" = 1'-0"12

ALLOWABLE METHODS AND LOCATIONS

FOR SUPPORTING LOADS FROM OWSJ(05401)

SCALE: 1" = 1'-0"4

TYPICAL DECK AT DISCONTINUITIES(05103)

SCALE: 1/2" = 1'-0"8

TYPICAL METAL DECK OPENING REINFORCING(05108)

SCALE: 1" = 1'-0"13

DIAGONAL BRACE DETAIL(05402) SCALE: 1" = 1'-0"

14

PLAN - TYPICAL DECK

SUPPORT AT INTERIOR COLUMN(05109) SCALE: 1" = 1'-0"

15TYPICAL OWSJ TO FACE OF COLUMN

SCALE: 1" = 1'-0"18

TYPICAL BAR JOIST TO STEEL BEAM CONNECTION(05403)

SCALE: 1" = 1'-0"19

TYPICAL SLAB EDGE AT STEEL BEAM(05104)

SCALE: 1" = 1'-0"7

FLOOR JOISTS PARALLEL TO EXTERIOR WALL

SCALE: 1" = 1'-0"11

TYPICAL BEAM FLANGE BRACE

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

TYPICAL CHANGE IN DECK DIRECTION AT ROOF

SCALE: 3/4" = 1'-0"10

TYPICAL REINFORCEMENT AT ALL MECHANICAL


SCALE: 1" = 1'-0"17

FLOOR JOISTS

PERPENDICULAR TO EXTERIOR WALL

SCALE: 1" = 1'-0"1

TYPICAL PARAPET PERPENDICULAR TO JOISTSSCALE: 1" = 1'-0"

2TYPICAL PARAPET PARALLEL TO JOISTS

SCALE: 1" = 1'-0"5

VENEER OVER ADMINISTRATION ROOF

SCALE: 1" = 1'-0"16

TAPERED BLOCKING AT VALLEY


T/STL

PER PLAN

T/STL

PER ARCH

T/STL

PER ARCH

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/STL

PER PLAN

T/SLAB

PER PLAN

NOTES:

1. STUDS EQUALLY SPACED ABOUT MIDSPAN OF BEAM.

2. STUD WELDING SHALL BE DONE AFTER METAL DECK, IS IN PLACE. PUDDLE WELD DECK

AT 18"OC MAX TO SUPPORTING MEMBERS.

3. MIMIMUM STUD HEIGHT SHALL BE DECK THICKNESS PLUS 1 1/2".

4. SPLIT METAL DECK AT BEAMS PARALLEL TO FLUTES WHERE CENTERLINE OF FLUTES

WOULD NOT ALIGN WITH BEAM CENTERLINE.

BEAM PER PLAN

FOR BEAMS W/ STUDS DESIGNATED (X) ON PLAN

TYPICAL SINGLE ROW OF STUDS

COL OR BEAM

SUPPORT PER

PLAN, TYP

EQ

WHS EVENLY SPACED

EQUALCL SPAN


& REINF PER PLAN

WHS PER PLAN

REINF PER PLAN

CTRD OVER GIRDERS

CL BEAM = CL STUD

BEAM PER PLAN

BEAM ORIENTED PERP

TO METAL DECK AS

OCCURS PER PLAN

6" MIN, 1'-0" MAX

EQ

EQUAL

1'-6" MAX

4 1/2" MIN

2'-0" MAX

4 1/2"

MIN

6" MIN

1'-0" MAX

SE

CTIO

N

T/STL

PER PLAN

T/STL

PER PLAN

MIN

1 1

/2" TO

P R

EI N

F

3/4

" C

LR

TO

SKEWED BOLTED BEAM

CONNECTION SCHEDULE "C"

BEAM

SIZE

BOLTS

REQUIRED

MINIMUM

PLATE

THICKNESS

CONNECTION

CAPACITY

(SINGLE SHEAR)

W8

W10

W12

W14

W16

W18

W21

W24

W27

W30

(2) 3/4"Ø

(2) 3/4"Ø

(3) 3/4"Ø

(3) 3/4"Ø

(4) 3/4"Ø

(5) 3/4"Ø

(6) 3/4"Ø

(7) 3/4"Ø

(8) 3/4"Ø

(8) 3/4"Ø

8.2k

8.2k

16.3k

16.3k

26.1k

36.3k

46.3k

56.4k

66.3k

66.3k

3/8

3/8

3/8

3/8

3/8

3/8

7/16

7/16

1/2

1/2

NOTES:

1. BEAM AND COLUMN SIZE PER PLAN.

2. PROVIDE STANDARD BOLT HOLES PER AISC, IN BEAM AND HORIZONTAL

SHORT SLOTTED HOLE (SSL) IN CONNECTION PLATE.

3. CAPACITIES BASED ON AISC-9TH EDITION-A325N BOLTS TABLES XA THRU XF.

4. FOR CONNECTIONS WITH SKEWED ANGLES LESS THAN 30º OR IF DIMENSION

"A" IS 3" OR LESS, USE STANDARD BOLTED CONNECTION SCHEDULE C.

BEAM WEB

PL PER SCHED C

GIRDER WEB OR

COL FLANGE

1 1

/2" C

LR

MIN

USE M

IN D

IMEN

SION

(2 3

/4" M

IN-6

" MAX)

30º-60º

CP

MIN 1

1/2

"

"A"

1'-6" MIN

3/16"

3/16"

BEAM PER PLAN

L3x3x5/16 EA SIDE

BEAM PER PLAN

NOTE:

JOIST ON OPPOSITE SIDE OF GIRDER.

NOT SHOWN FOR CLARITY.

NOTE:

1. AT WINDOWS, ANGLE LEGS CAN BE TURNED

UP OR DOWN AS REQUIRED FOR WINDOW

INSTALLATION.

2. WHERE JOINT IS NOT PERPENDICULAR BEVEL

END OF BEAM TO ALLOW FOR UNIFORM CAP

BETWEEN CONNECTION MEMBERS.

1/4

BEAM, ONE OR

BOTH SIDES PER PLAN

1/4

3/16

COL PER PLAN

L3 1/2x3 1/2x1/4 (L3 1/2x3 1/2x1/2 AT SIM)x COL

WIDTH (OR BEAM WIDTH WHICH EVER IS GREATER)

CTRD ABOVE & BELOW HSS

HSS BEAM CENTERED ON HSS COLUMN

HSS BEAM TO BEAM

3/16(3) SIDES

3/16

3 1/2"

1/2" CLR

L3 1/2x3 1/2x1/4 EA SIDE

(BENT PL OF EQUIVALENT

SIZE AT SKEWED CONN)

ORIENT AS NECESSARY

HSS BEAM PER PLAN

1" TY

P

3/16

WHERE

OCCURS

STIFF PL3/8 AT

HDRS SUPPORTING

VENEER

3/16

3/16

PL1/4 x LENGTH x COL WIDTH

+ 1" MIN CTRD ON HSS BEAM

BENT PL1/4 x (OR ANGLE)

x COL WIDTH + 1" MIN CTRD

BELOW HSS BEAM W/ STIFF PL3/8

4"

LENGTH

AT T&B

2" MIN

3/16

3/16(3) SIDES, TYP

WELDED CAP

PL1/4"

HSS BEAM OFF CENTER OF HSS COLUMN

HSS BEAM AT TOP OF COLUMN

1/2" CLR

3/16TYP

L3x3x3/8, TYP

L3x3x3/8, TYP

7/8" MAX

3/16

TO W BEAM

CL

MIN

4"

PL1/4 EA SIDE

3/16

3/16

(4) 3/4"Ø BOLTS

AT BEAM GAGE

STIFF PL3/8 EA SIDE PER

NOTES 1 & 2, TYP

CL COL &

STIFF PL

BEAM PER PLAN, TYP

COL PER PLAN, TYP

BRG PL TO MATCH FLANGE

NOMINAL THICKNESS LESS 1/8",

1/2" MIN THICKNESS, BRG PL

WIDTH PER NOTE 3, TYP"F"

"F" PER

TABLE 1,

TYP

WHERE BEAM CONTINUOUSWHERE BEAM ENDS

BEAM OVER COLUMNNOTES:

1. CHAMFER CORNERS AS REQUIRED AT BEAM "K" REGION.

2. AT INTERSECTING BEAMS USE FULL DEPTH SHEAR TAB PER 17/S-502.

3. BEARING PLATE WIDTH = BEAM WIDTH OR IF COLUMN IS WIDER THAN BEAM, COLUMN WIDTH +1" MINIMUM.

4. AT SIM BEARING PLATE TO BE 1" WIDER THAN BEAM WIDTH OR IF COLUMN IS WIDER THAN BEAM, COLUMN WIDTH +1" MIN

BEAM BELOW COLUMN

WHERE BEAM CONTINUOUSWHERE BEAM ENDS

3/16

3/16TYP

BEAM PER PLAN, TYP

"F"

"F" PER

TABLE 1,

TYP

3/16

3/16

(2) 3/4"Ø BOLTS

AT BEAM GAGE

(4) 3/4"Ø BOLTS AT

BEAM GAGE, TYP

STIFF PL3/8 EA SIDE PER

NOTES 1 & 2, TYP

COL PER PLAN, TYP

1 1/2"3"TYP

1 1/2"

CL COL &

STIFF PL

CL COL & STIFF PL CL COL & STIFF PL

1 1/2"

1 1/2"

1 1/2"

BRG PL TO MATCH FLANGE

NOMINAL THICKNESS LESS 1/8",

1/2" MIN THICKNESS, BRG PL

WIDTH PER NOTE 3, TYP

TABLE 1

BRG/BASE

PLATE

THICKNESS

3/8" , 1/2"

5/8" , 3/4"

> = 7/8"

"F"

FILLET

SIZE

3/16"

1/4"

5/16"

1 1

/2"

1 1

/2"

1 1/2"

1/2"

1 1/2"

1 1

/2"

TYP

1 1/2"

1 1

/2"

"t"

"t" PER

17/S-502

"t"

"t" PER

17/S-502

BEAM SPLICE

WHERE OCCURS

BOLTS AND THICKNESS

PER 17/S-502

L4x4x1/4 KICKER TIE

INTO DECK PER 11/S-501

3"

SHEAR TAB

EA SIDE

SHEAR PLATE THICKNESS

PER SCHED "A"

SIZE & QUANTITY OF

BOLTS PER SCHED "A"

WASHERS PER (NOTE 2)

BEAM PER PLAN

TYPICAL SHEAR PLATE CONNECTION

COL PER PLAN

TYP SHEAR PL CONN

BEAM PER PLAN, TYP

BEAM TO WIDE FLANGE COLUMN FLANGESHEAR PLATE INFORMATION PER

TYPICAL SHEAR PLATE CONNECTION.

CL COL CL COL

BEAM WHERE

OCCURS PER PLAN

COL CONTINUES AT SIM

CAP PL TO MATCH COL WALL

THICKNESS. CAP FLUSH W/ T/STL

WT STEM OR KNIFE PL

THICKNESS PER SCHED "A"

ADDL INFORMATION PER

TYP SHEAR PL CONN

BEAM PER PLAN, TYP

COL PER PLAN

KNIFE PL REQD

ALONG GIRDER LINE

BEAM TO HSS OR PIPE COLUMNSHEAR PLATE INFORMATION PER


TYP SHEAR PL CONN

BEAM PER PLAN, TYP

PER (NOTE 9), TYP

MAX COPE LENGTH

CL BEAM

BEAM TO BEAM CONNECTIONSHEAR PLATE INFORMATION PER


COL PER PLAN

TYP SHEAR PL CONN

BEAM PER PLAN, TYP

CL COL

BEAM TO WIDE FLANGE COLUMN WEB - OPTION 1

(BEAM FITS INSIDE COLUMN)SHEAR PLATE INFORMATION PER


CL COL

COL PER PLAN

TYP SHEAR PL CONN

BEAM PER PLAN, TYP

CROP CORNERS

1" MAX, TYP

STIFF PL3/8 T&B W/

CROPPED CORNERS TO

CLEAR COLUMN "k"

BEAM TO WIDE FLANGE COLUMN WEB - OPTION 2SHEAR PLATE INFORMATION PER


CL COL & BEAM WT STEM THICKNESS

PER SCHED "A", TYP

USE KNIFE PL ALONG

GIRDER LINE

EDGE OF FLANGE SHALL

BE FLUSH W/ F/COL OR

OVERRUN AS REQD

CUT FLANGE TO PROVIDE

1/4" MIN FLAT BEYOND

TOE OF WELD

TYPICAL SECTION AT INTERIOR COLUMN

CL COL & BEAM

OMIT AT CORNER

NOTE:

ADDITIONAL INFORMATION PER TYPICAL SECTION.

TYPICAL SECTION AT CORNERS AND 3-SIDED CONDITIONS

CL COL

EDGE FLUSH W/ F/COL, MIN

SHEAR PL PER SCHED "A", TYP

FLANGE PL THICKNESS TO

BE TWICE THE SHEAR PL

THICKNESS

NOTE:

ADDITIONAL INFORMATION PER TYPICAL SECTION.

ALTERNATE SECTION WITH TEES BUILT-UP FROM PLATES

1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC J3.2 IN THE BEAM WEB AND/OR THE

SHEAR PLATE.

2. WHERE SHORT-SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC J3.2.

3. CAPACITIES BASED ON AISC 13TH EDITION WITH ASTM A325-N BOLTS.

4. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN THE DETAILS, BUT SHALL

NOT EXCEED 3 1/2" IN THE AS-BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE.

5. VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 1 1/2" TYPICALLY, EXCEPT THAT 1 1/4" IS PERMITTED

PER AISC TABLE J3.4 FOR 3/4" DIAMETER BOLTS WITHOUT ANY REDUCTION IN THE TABULATED CAPACITIES.

6. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2" EXCEPT FOR "WT" CONNECTORS USED WITH HSS COLUMNS. WHERE

"WT" ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF

1 1/2" OR THE "k" DISTANCE OF THE "WT" PLUS 1/4".

7. WELD SIZES SHALL BE THE LARGER OF THE SIZE (t), TABULATED IN SCHEDULE "A" OR MINIMUM SHOWN IN TABLE 1.

8. FIELD FILLET WELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE "A", UNLESS PROPER

FIT-UP IS VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING.

9. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY

BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS. SINGLE COPE LENGTH SHALL NOT EXCEED 6 1/2". DOUBLE COPE

LENGTHS SHALL NOT EXCEED THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE + 1/2" MAX GAP BETWEEN FLANGES.

10. UNCOPED CAPACITIES OF WT CONNECTIONS ARE VALID WITH MINIMUM NOMINAL HSS COLUMN WALL TABULATED THICKNESS. THE

EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS, AND IS TAKEN AS 5/8 TIMES THE HSS WALL

THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN 3/4" A325-N BOLTS ARE USED, A 3/16" HSS COLUMN WALL THICKNESS IS PERMITTED

WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY.

11. NR = NOT RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE

REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST BE CALCULATED FOR SPECIFIC BEAM AND

GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY.

BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES:

C8,C9,C10

W8

W10

C12,C15

W12

W14

W16

W18

W21

W24

W27

W30

W33

W36

2

2

2

3

3

3

4

5

6

7

8

8

9

10

1/4"

1/4"

1/4"

1/4"

1/4"

5/16"

5/16"

5/16"

3/8"

3/8"

3/8"

7/16"

7/16"

7/16"

1/4"

1/4"

1/4"

1/4"

1/4"

1/4"

1/4"

5/16"

5/16"

5/16"

3/8"

3/8"

3/8"

3/8"

3/16"

3/16"

3/16"

3/16"

3/16"

1/4"

1/4"

1/4"

5/16"

5/16"

5/16"

5/16"

5/16"

5/16"

1 1/4"

1 1/4"

2 1/2"

2"

2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

NR (11)

NR (11)

1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

NR (11)

NR (11)

NR (11)

NR (11)

13.2

13.2

13.2

25.6

25.6

27.8

42.4

53.0

63.6

74.2

84.8

84.8

95.4

103.2

7.6

7.6

11.0

17.5

18.3

EQUAL TO

UNCOPED

CAPACITY

EQUAL TO

UNCOPED

CAPACITY

NR (11)

NR (11)

NR (11)

NR (11)

NR (11)

NR (11)

11.0

17.5

18.3

23.9

36.6

DOUBLESINGLE

COPEDUNCOPED

CONNECTION CAPACITY - ASD (3)

(KIPS)MAX DOUBLE

COPE DEPTH

(9)

MAX SINGLE

COPE DEPTH

(9)

WELD

SIZE t

(7)

MIN HSS COLUMN

WALL THICKNESS

(10)

MIN SHEAR

PLATE OR WT

STEM

THICKNESS

"N" BOLTS

REQUIRED

(1) BEAM

SIZE

3/4" Ø - A325-N SINGLE ROW BEAM Fy=50KSI - CONNECTION PLATE Fy=36KSI

BOLTED SINGLE SHEAR PLATE CONNECTION - SCHEDULE "A"

TABLE 1MINIMUM WELD SIZE TABLE

PLATE OR FLANGE

THICKNESS (T) *

MINIMUM

FILLET SIZE

T < 1/2" 3/16"

1/4"

5/16"

1/2" < T < 3/4"

3/4" < T

* MINIMUM WELD SIZE TO BE

BASED ON THICKNESS OF

THE THICKER PART.

SECTION

-

CL C

OL &

G

IRD

ER

BEAM WHERE OCCURS

PER PLAN

BEAM WHERE

OCCURS PER PLAN

t

t

t

t SCHED "A"

(NOTE 7)

t

tSCHED "A"

tSCHED "A"

t+1/16"

t+1/16""t" PER

SCHED "A"

TYP

TYP (NOTE 10)

TYP

(NOTE 10)

SCHED 'A' (NOTE 7)

FIELD WELDS (NOTE 8)

BEAM WHERE OCCURS

PER PLAN

TYP AT STIFF PL

TO COL WEB PER

TABLE 1

TYP AT STIFF PL

TO COL FLANGE

PER TABLE 1

2 1/2" AT KNIFE PL, TYP

3 1/2" AT WT, TYP (NOTE 4)

CL C

OL &

G

IRD

ER

SC

HE

D "A

"

"N" B

OLTS

@ 3

"OC

PE

R

F/SUPPORT (EMBED PL,

BEAM WEB, COL FLANGE

OR RETROFIT PL)

CL C

OL &

G

IRD

ER

BOLT Ø

2x

(NO

TE

5)

1 1

/2" TY

P

SC

HE

D "A

", T

YP

MA

X C

OP

E D

EP

TH

PE

R (N

OTE

9) &

3 1/2" MAX (NOTE 4)

2 1/2" MIN

t

TYP (3) SIDES WHEN

IS INDICATED ON PLAN

(PROVIDE KNIFE PL

CONNECTION AT COL)

NOTE:

PROVIDE FIELD WELDS "t" PER SCHEDULE AS

REQUIRED FOR CONNECTIONS AT EXISTING.

(2) #4 x "L"

EXCEPT

USE (1) #4 x "L"

WHERE T/WALL

AT T/BEAM

REINF, TYP

HAIRPIN

REINF, TYP

PLATE SIZE

PER SCHED

ADDED REINF

AT EMBED

ELEVATION

#4 x 24", TYP

BEAM PER PLAN

LENGTH

HALF STUD

PER PLAN

EDGE OF

CONC WHERE

OCCURS

BOLTED CONN

PER 17/S-502

WALL REINF NOT

SHOWN FOR CLARITY

BEAM

SIZE

PLATE SIZE

TxWxL (A36)REBAR L

NUMBER OF

SPACES "N"HAIRPIN L

NUMBER OF WHS

ANCHORS REQUIRED

CONNECTION

CAPACITY (ASD)

MIN WALL

THICKNESS

24" 18" 1PL3/8x10x0'-10"W8, W10 (4) 1/2"Ø x 5" 13k 8"

36" 24" 2PL1/2x10x1'-4"W12, W14 (6) 1/2"Ø x 5" 21k 8"

48" 30" 3PL1/2x10x1'-10"W16, W18 (8) 5/8"Ø x 6" 50k 8"

48" 36" 4PL5/8x10x2'-4"W21, W24 (10) 5/8"Ø x 6" 59k 10"

60" 48" 5PL5/8x10x2'-10"W27, W30 (12) 3/4"Ø x 8" 75k 10"

6"

1'-6"

2"

8"

"L"

2" 2"

10"

EMBED PLATE BOLTED BEAM CONNECTION SCHEDULE

ELE

VA

TIO

N 2"

T/PLATE=

T/STL

6"

TYP

1"

MIN1"

0'-6" M

IN

AS

RE

QD

BEAM PER PLAN

STIFF PL EA SIDE WEB

PER 9/S-502

HGR PER PLAN W/

WELDED END PL1/4

BEAM PER PLAN W/

CONN PER 17/S-502

WT8x33.5

L3x3x3/16 DIAG

BRACE, TYP IN

(2) DIRECTIONS

GUSSET PL3/8, TYP

TYP1"

3/16

3/16 4

3/16

3/16

1. DIAGONAL CONNECTION TO BEAM ABOVE WITH GUSSET PL3/8 OR TO JOIST

WITH CONNECTION PER 11/S-501.

2. KICKER SLOPE TO BE 1:1 OR AS REQUIRED TO MEET STEEL JOIST.

NOTE:

3/16TYP (4) SIDES

2-18

3/16 2-18TYP

T/STL

PER PLAN

L5x5x5/16 (LLH)

BEAM PER

PLAN, TYP

SIM CONDITION

1"

L4x4x1/4

1"

GRID

PLAN

PER

CONC OVER METAL

DECK PER PLAN

BEAM PER PLAN

T/SLAB

PER PLAN

L5x5x5/16

(L4x4x1/4 AT SIM)

GLAZING PER ARCH

BENT PL1/4x 6 1/2" W/

1/2"Ø x 24"

DBA @ 18"OC

3 1/2"

CLR

1"

PER PLAN

3/16 2-18

3/16 2-12

2-12



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-502

FRAMING DETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1" = 1'-0"1

TYPICAL COMPOSITE BEAM SHEAR STUD LAYOUT(05101) SCALE: 1" = 1'-0"

3SKEWED BOLTED BEAM CONNECTION

(05206) SCALE: 1" = 1'-0"5

WIDE FLANGE JOIST CONNECTION TO BEAM

SCALE: 1" = 1'-0"6

TYPICAL HSS BEAM CONNECTIONS(08001M) SCALE: 1" = 1'-0"

9BEAM TO HSS COLUMN CONNECTIONS

(05050)

SCALE: 1" = 1'-0"17

TYPICAL SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS(05201)

SCALE: 1" = 1'-0"4

TYPICAL EMBED PLATE BOLTED BEAM CONNECTION(05207)

SCALE: 1" = 1'-0"11

TYPICAL HANGER CONNECTION

SCALE: 1" = 1'-0"8

GLAZING SUPPORT AT WIND GIRTS

SCALE: 1" = 1'-0"16

GLAZING AT SLAB EDGE


T/ROUGH OPNG

B/LINTEL

T/SLAB

PER PLAN

T/STL

PER PLAN

STL STUDS PER PLAN

DEFLECTION TRACK

PER PLAN

FASTENERS PER 8/S-503

STUD PUNCHOUT

(1) #8 SCREW MIN EA

STUD FLANGE CTRD

IN SLOT, TYP

4"

1/2" MIN, TYP

3" MIN AT EDGE

OF CONC CL ROW OF FASTENERS

EDGE OF CONC WHERE

OCCURS PER PLAN

3/4

"

GA

P

CL FASTNER

1.5

x S

TU

D D

EP

TH

OR

10" M

IN

CL FASTNER

CL ROW OF FASTENERS

1 1/2" SLOT

STUD

PUNCHOUT

STL STUDS PER PLAN

(1) #10 SCREW EA

STUD FLANGE, TYP

(2) #10 SCREWS @ 12"OC TO COLD-FORMED STL,

(2) PAF @ 12"OC W/ 3/4" EMBED TO CONC,

(2) PAF @ 12"OC TO STL UNO ON SHEAR WALL SCHED

STUDS TO BE FULLY

SEATED AGAINST TRACK

(1/16" MAX GAP)

TRACK PER PLAN

NOTE: THIS DETAIL APPLIES TO TOP AND BOTTOM

TRACKS OF ALL STRUCTURAL STEEL STUD

WALLS UNO. AT NON-STRUCTURAL WALLS,

USE TOP DEFLECTION TRACK PER 3/S-503.

4"

MIN

3/4" MINCL ROW OF FASTNERS

1 1/2" MIN TYP,

3" MIN AT EDGE OF CONC

EDGE OF CONC WHERE

OCCURS PER PLAN

1.5

x S

TU

D

DE

PTH

OR

10" M

IN

CL ROW OF FASTNERS

PER ARCH

ROUGH OPENING WIDTH

OPENING

LINTEL ANGLE

PER SCHED

BRICK VENEER

PER ARCH

ELEVATION

BRICK VENEER PER ARCH

(ANCHORS NOT SHOWN

FOR CLARITY), TIES PER

STRUCT GEN NOTES

GWB SHTHG

WHERE OCCURS

STRUCTURAL WALL

PER PLAN

GALV LINTEL ANGLE

PER SCHED

STRUCTURAL WALL

BEYONDBRICK VENEER BEYOND

SECTION

BR

ICK

VE

NE

ER

MA

X D

EP

TH

OF

PE

R A

RC

H

RO

UG

H O

PE

NIN

G H

EIG

HT

4" MAX

3 1/2" MIN

4 1/2" MAX

PER ARCH

1 1/2"

MIN

LINTEL SIZE SCHEDULE

MAXIMUM DEPTH OF

VENEER OVER ANGLE

ROUGH OPENING WIDTH

3'-0" 4'-0" 6'-0" 8'-0"

2'-0" L4x4x1/4 L4x4x5/16 L4x4x7/16 L4x4x1/2

3'-0" L4x4x5/16 L4x4x3/8 L4x4x7/16 L4x4x5/8

6'-0" L4x4x3/8 L4x4x7/16 L4x4x5/8 L4x4x3/4

9'-0" L4x4x7/16 L4x4x1/2 L4x4x5/8 L6x4x3/4 (LLV)

BRG

2 1/2" MIN

MAX

1 1/2"

SE

CTIO

N

TYP

6' MIN

NOTE:REFERENCE 18/S-504 WHERE OPENINGS AND OR

VENEER HEIGHT IS GREATER THAN SCHEDULE

ALLOWS.

CLR

1"

2 1

/2"

3"

3 1

/2"

PL3/8 EA SIDE x COL

WIDTH W/ (2) 1/2"Ø A307

THRU-BOLTS W/ 1 1/2"

VERT SLOTTED HOLES

(INSTALL BOLTS AT

MIDDLE OF HOLE) STD

HOLES AT SIM

BEAM PER PLAN

COL PER PLAN

1/4

1/4

CONC OVER METAL DECK &

REINF PER PLAN

BEAM PER PLAN

TY

P

1 1

/2"

EQ EQ

BASE PL1/2 W/ (2) 1/2"Ø A36

THRD ROD W/ ADHESIVE,

EMBED 4"

TYP

3/16TYP

PLAN VIEW

SECTION AT SLAB EDGE

PLAN

VIEW

TY

P

1 1

/2"

1 1

/2"

EQ EQ

BASE PL1/2 W/ (2) 1/2"Ø A36

THRD ROD W/ ADHESIVE,

EMBED 4"

TYP

3/16TYP

PLAN VIEW AT OFFSET CONDITION1 1

/2"

3"

3/16TYP

BEAM PER PLAN

CONN PER 17/S-502

L3x3x1/4

JOIST PER PLAN

MFR TO INCLUDE

ADDL LOADS PER

PLAN IN JOIST

DESIGN

METAL DECK PER PLAN

T/STL PER PLAN

STL BEAM PER

PLAN

DEFLECTION TRACK

PER PLAN, ATTACH

PER 3/S-503

TYP WALL

STUDS PER PLAN

FLAT STRAP BRIDGING

PER PLAN & 4/S-503,

ATTACH PER 14/S-503

CLIP WEB, SCREW

FLANGES TO JAMB

STUD W/ (1) #10 SCREW

T&B EA END TYP

SILL PER SCHED

BOT TRACK PER

PLAN, ATTACH

PER 8/S-503

WIDTH PER ARCH

CLR OPNG

FULL HEIGHT KING

STUDS EA SIDE OPNG

PER SCHED. CONNECT

STUDS TOGETHER PER

9/S-503

(1) TRIMMER STUD

BELOW HDR TO MATCH

TYP WALL STUD

CONNECT HDR & SILL TO

JAMB STUDS W/ RCA225-

68 W/ (4) #10 SCREWS TO

STUD & HDR / SILL

HDR PER SCHED

SCW5.5 W/ (4) #10 SCREWS

TO KING STUD & (2) 0.157"Ø

PAF TO BASE, TYP AT TOP

RCA 225-68 W/ (4) #10

SCREWS TO KING STUD &

(4) 0.157"Øx1 1/4 PAF TO

BASE, TYP AT BOT

KING STUD SCHEDULE

(2) 800S162-54

CLR OPNG WIDTH (W) KING STUDS

W 8'-0"

NOTE:

1. TYPICAL STEEL WALL STUDS PER PLAN. CONTINUE

ABOVE AND BELOW OPENING.

2. AT BOXED BEAM HEADERS REFERENCE DETAIL 4/S-503

FOR ADDITIONAL INFORMATION.

3. WHERE A COLUMN FALLS WITHIN 8" FROM EDGE OF

ROUGH OPENING IT MAY BE USED IN LIEU OF REQUIRED

KING STUDS. CONNECT CLIP WITH (4) 0.157"Ø PAF TO

COLUMN.

800T250-68

HEADER

800T200-43

SILL

(2) 800S162-548'-0" W 12'-0" 800S162-54 BOXED 800T200-54

CMU WALL PER PLAN

TYP CONT HORIZ REINF

IN DBL BOND BEAM

CONC OVER METAL

DECK PER PLAN

CONT LEDGER PER PLAN

2"

DECK/SUPPORT

CONN PER PLAN

DECK SPAN PARALLEL TO WALL

DECK SPAN PERPENDICULAR TO WALL

CMU WALL PER PLAN


IN DBL BOND BEAM

CONC OVER METAL

DECK PER PLAN

3/4"Ø TITEN HD'S @

24"OC EMBED 5 1/2" INTO

CMU (12"OC AT SIM)

CONT LEDGER PER PLAN

WHS PER 1/S5.02

@ 24"OC

DECK/SUPPORT

CONN PER PLAN

2"

T/STL

PER PLAN

T/STL

PER PLAN

3/4"Ø TITEN HD'S @

24"OC EMBED 5 1/2" INTO

CMU (12"OC AT SIM)NOTE:DO NOT INSTALL ANCHORS

WITHIN 1 1/2" OF HEAD

JOINT PER MANUFACTURER.

LEDGER PER PLAN W/ 5/8"Ø AB'S

@ 32"OC MAX W/ 6" EMBED


IN DBL BOND BEAM

CMU WALL PER PLAN

METAL DECK PER PLAN

DECK/SUPPORT CONN

PER PLAN


IN DBL BOND BEAM

CMU WALL PER PLAN

METAL DECK

PER PLAN

DECK/SUPPORT CONN

PER PLAN

LEDGER PER PLAN W/ 5/8"Ø

ANCHOR BOLTS @ 32"OC MAX

W/ 6" EMBED

DECK SPAN PARALLEL TO WALL

DECK SPAN PERPENDICULAR TO WALL

T/STL

PER PLAN

T/STL

PER PLAN

2 1

/2"

CMU WALL PER PLAN

METAL DECK

PER PLAN

T/STL

VARIES

BRG, TYP

2 1/2" MIN

PL1/4x6xCONT

W/ 1/2"Ø x 6"

WHS @ 32"OC

(2) #4 IN SLOPING

BOND BEAM

TYP CONT HORIZ REINF IN DBL

BOND BEAM AT FLR/ROOF LINE

GROUT SOLID AFTER

BEAM INSTALLATION

PL7/8x6x1'-0" W/

(2) 1/2"Ø x 6" WHS @ 8"OC

(CENTER WHS IN CELLS)

ADDL (4) #4 x 48" IN PARTIAL

BOND BEAM AT BEAM SEATS

(USE CORNER BARS AS REQD)

BEAM PER PLAN

CONC OVER METAL

DECK PER PLAN

(METAL DECK AT SIM)

CMU WALL PER PLAN

1/4 2 MIN

1/4 2 MIN

BRG

4" MIN

T/STL

PER PLAN

LEDGER BEYOND

PER PLAN

DE

PTH

1/2

BE

AM

2"

1/4 2

1/4 2

CMU WALL PER PLAN

(2) OR (3) BOND BEAMS AT ROOF

LINE, MAINTAIN MIN (1) BOND

BEAM BELOW EMBED PL

EMBED PL3/4x6x1'-0" W/

(2) 1/2"Ø x 6" WHS @ 8"OC

(CENTER WHS IN CELLS)

(PL3/4x9x1'-0" AT SIM)

TYP CONT HORIZ RENF

IN BOND BEAM AT

ROOF LINE

DRYPACK AFTER

JOIST INSTALLATION

JOIST PER PLAN

LEDGER BEYOND PER

PLAN & 7/S-503

METAL DECK

PER PLAN

T/STL

PER PLAN

T/WALL

PER PLANLd P

ER

13/S

-401

AT SIM PROVIDE #5 HAIRPIN W/ VERTS

IN 1ST CELLS ADJACENT TO PLATE.

B/HAIRPIN = T/OPNG BELOW

AIR SPACE

1 1/2" MIN

4 1/2"

MAX


EMBED AS REQD PER

4" MAX

3 1/2" MIN

COVER

5/8" MIN

MORTAR1 1/2"

MIN

SECTION

BRICK VENEER

SUPPORTED

VERTICALLY

FROM BELOW

WIRE TIE OR SHEET

METAL ANCHOR PER


(CONFIGURATION MAY

VARY FROM THAT SHOWN)

WIRE JOINT REINF

MECHANICALLY ATTACHED

TO ANCHOR

WOOD SHTHG OR GWB PER

ARCH, WHERE OCCURS

BACK-UP STRUCTURE

PER PLAN

SCREW ON PLATE

OR EQUAL PER


(CONFIGURATION MAY

VARY FROM THE SHOWN)

FASTENERS PER STRUCT

GENERAL NOTES

ELEVATION

ADJUSTABLE 2-PIECE

ANCHORS PER STRUCT

GENERAL NOTES, TYP

W1.7 (.148"Ø) CONT WIRE

JOINT REINF MECHANICALLY

ATTACHED TO ALL ANCHORS

OPENING

TO OPNG EDGES, TYP

ADD ANCHORS AS REQD

TO MAINTAIN 8" MAX

.

TO OPNG EDGES, TYP

MAINTAIN 8" MAX

.

ANCHOR SPACING, TYP

24"OC MAX HORIZ

(12"O

C A

T R

OO

F P

AR

AP

ET)

16"O

C M

AX

VE

RT A

NC

HO

R S

PA

CIN

G

SE

CTIO

N

T150 x THICKNESS TO

MATCH JAMB STUDS,

LOCATE ON OPNG SIDE

(2) #10 SCREWS

@ 12"OC, TYP

WELDED OPTION SCREWED OPTION

NOTE:

STUD SIZE PER PLAN NOTES.

1-12

1-12

WHERE THIRD STUD IS REQD,

SCREW TO STUD PACK. SCREW

REQS PER THIS DETAIL

WHERE THIRD STUD IS REQD,

WELD TO STUD PACK. WELD

REQS PER THIS DETAIL

CMU WALL

PER PLAN

ADDL (2) #4 x 48" IN

PARTIAL BOND BEAM

AT 1ST COURSE

BELOW CONN

T/STL

PER PLAN

MAX

1/2" CLR

TYP BOND BEAM AT

ROOF LINE

LEDGER BEYOND PER 7/S-503

METAL DECK PER PLAN

BEAM PER PLAN

PL3/8x11x0'-11" W/ (4) 3/4"Ø TITEN

HD AT 9" GA EW EMBED 6" MIN IN

SOLID GROUTED CELL

PL1/4x3x0'-5" EA SIDE

3/16(3) SIDES, TYP

3/16TYP

STUDS PER PLAN

#10 SCREW @ 12"OC

THRU FLANGE OF

HDR MEMBER, TYP

#10 SCREWS

@ 12"OC

(STAGG) TYP

A-A

SE

CTIO

N

A-A

RCA225/68 W/ (4)

#10 SCREWS EA

LEG, TYP T&B

800T200-43 W/ (4) #10

SCREWS TO HDR EA

SIDE & (6) #10 SCREWS

TO JAMB STUD

HDR PER

17/S-503

JAMB STUDS

PER 17/S-503

(COL WHERE

OCCURS)

HDR STUDS PER

17/S-503

800T200-43 T&B

BEAM PER PLAN

CMU WALL PER PLAN

T/STL

PER PLAN

8"

#5 x 20'-0" EA

SIDE OF BEAM

METAL DECK

PEP PLAN

LEDGER PER PLAN &

7/S-503

TYP

PL1/2x4x0'-6" (LLV)

BEAM SEAT

PER 16/S-503

3/16



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

CJL

JLP/ADH

17041-0193

S-503

FRAMING DETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1" = 1'-0"3

TYPICAL NON-BEARING WALL TOP TRACK

ATTACHMENT TO CONCRETE SLAB OR METAL DECK(07003)

SCALE: 1" = 1'-0"8

TYPICAL BOTTOM TRACK DETAIL(07000)

SCALE: 1" = 1'-0"18

TYPICAL LOOSE BRICK VENEER LINTEL(08001M) SCALE: 1" = 1'-0"

19POST INSTALLED COLUMN CONNECTIONS SCALE: 1" = 1'-0"

20BEAM AT OWSJ CONNECTION

SCALE: 3/8" = 1'-0"17

TYPICAL EXTERIOR

NON-BEARING WALL ELEVATION

SCALE: 1" = 1'-0"11

CONCRETE OVER METAL DECK

TO CMU WALL CONNECTION

SCALE: 1" = 1'-0"7

METAL DECK TO CMU WALL CONNECTION

SCALE: 1" = 1'-0"1

CHANGE IN DECK DIRECTION AT CMU

SCALE: 1" = 1'-0"16

BEAM TO CMU WALL CONNECTION(04037)

SCALE: 1" = 1'-0"6

JOIST TO CMU WALL CONNECTION(4032M)

SCALE: 3" = 1'-0"14

TYPICAL BRICK VENEER ANCHORAGE(08000)

SCALE: 1 1/2" = 1'-0"9

TYPICAL JAMB STUD DETAIL(07103M)

SCALE: 1" = 1'-0"2

CANOPY AT CMU WALLSCALE: 1" = 1'-0"

4BOXED HEADER DETAIL

SCALE: 1" = 1'-0"10

DRAG AT CMU WALL


PER PLANLEVEL 1

PER PLANROOF

PER PLANLEVEL 2

HSS12x6x5/16 LLV

HSS8x6x1/4 LLH

HS

S3

x3x3

/16

HS

S3

x3x3

/16

HSS6x2x3/16 LLH

HSS12x6x5/16 LLV

HSS8x6x1/4 LLH

HS

S3

x3x3

/16

HS

S3

x3x3

/16

HSS6x2x3/16 LLH

CO

L P

ER

PLA

N

CO

L P

ER

PLA

N

BEAM PER

PLAN

BEAM PER

PLAN

S-504

18

S-504

19SIM

SIMS-504

18

S-504

19

S-504

19

T/STL

3'-3 1/2"

T/STL

7'-11"

T/STL

11'-1 1/2"

T/STL

17'-11 1/2"

T/STL

22'-7 1/2"

T/STL

25'-9 1/2"

B/OPNG

PER ARCH

S-504

19

CONC OVER METAL

DECK PER PLAN

BEAM PER PLAN

T/SLAB

PER PLAN

AR

CH

PE

R

PLAN

PER

3/16 2-12

3/16 2-12

3/16 2-12

GUARDRAIL PER ARCH

BENT PL1/4 W/

1/2"Ø x 18" DBA @ 18"OC

CLR

3/4

"

HSS12x2x3/16

6 1

/2"

BRG

3" MIN

BEAM PER

PLAN

METAL ROOF

DECK PER PLAN

PARAPET PER

1/S-501

T/PARAPET

PER ARCH

GRID

T/STL

PER PLAN

3/16 2-12

3/16 2-12

3/16 2-12

2-12

T/GLAZING

PER ARCH

3'-0" M

AX

L7x4x3/8xCONT

GLAZING PER ARCH

L3x3x3/16

LEDGER

BRACE BEAM

PER 11/S-501

BEAM PER PLAN

PER PLAN

T/PARAPET

PER ARCH

GRID

(HIGH)

VARIES

T/STL

(LOW)

PER PLAN

T/STL

CL ANGLE

1"

PARAPET STUB @ 6'-0"OC

PER 1/S-501

METAL DECK PER PLAN

METAL DECK

PER PLAN

L3x3x3/16xCONT

3/16

3/16 TYP PARAPET TO

ANGLE

BLKG PER 1/S-501

STIFF PL3/8 EA

SIDE AT EA

PARAPET STUB

BEAM PER PLAN

JOIST BEYOND

PER PLAN

BRACE BOT FLANGE

PER 11/S-501

3/16(3) SIDES, TYP

3/16

5/16TYP

L7x4x3/8x0'-6" W/ (2)

STIFF PL1/4 AT 4" GA

L7x4x3/8x0'-6"

COL PER PLAN

1/2"

T/STL

PER PLAN

T/STL

PER PLAN

BEAM PER PLAN

GRID

T/STL

PER PLAN

PER PLAN PER PLAN

BEAM PER PLAN

3/16 2-12

3/16 2-12

METAL DECK

PER PLAN

LEDGER PER

PLAN, TYP

GLAZING PER ARCH

MSSC4.25KW W/ (8) #

10 SCREWS TO STUD

600S137-43 @ 24"OC

3/8" REDUCED BODY

THRD STUD @ 24"OC

BRG PL PER CLIP MFR

GIRDER

PER PLAN

T/STL

STL STUD

PER PLAN

& 1/S501

W10x12 BLKG W/ (2)

3/4"Ø A325 BOLTS AT

BEAM GA @ 24"OC

BEAM

PER PLAN

BEAM PER PLAN

CONNECT TO GIRDER

W/ (4) 3/4"Ø A325 BOLTS

AT BEAM GA

METAL ROOF

DECK PER PLAN

T/STL

PER PLAN

METAL ROOF

DECK PER PLAN

SLOPE

PER ARCH

JOIST PER PLAN

(2) BOLT CONN

PER 17/S-502

BEAM PER PLANP

ER

PLA

N

HE

EL D

EP

TH

BLKG PER 1/S-501

GRID

HDR PER 17/S-504

COL PER 17/S-504 CONN

T&B PER 19/S-503 SIM

1/4

1/4

T/STL

PER17/S-504

B/OPNG

PER ARCH

STOREFRONT &

ATTACHMENT

PER ARCH, TYP

L3x3x1/4, TYP

L3x3x1/4, MITER

& BUTT WELD

CORNERS, TYP

VENEER PER ARCH

CONC STEMWALL &

REINF PER PLAN

(CONC OVER METAL

DECK AT LEVEL 2)

SOG & REINF

PER PLAN

L3x3x1/4xCONT

1'-10" MAX

PER ARCH

GRID

NO STOREFRONT

AT SIM

VENEER PER ARCH

CONC STEMWALL &

REINF PER PLAN

(CONC OVER METAL

DECK AT LEVEL 2 PER

7/S-501 & 17/S-501)

SOG & REINF

PER PLAN

SILL PER 17/S-504

PER ARCH

B/VENEER

PER ARCH

T/STL

PER17/S-504

T/STL

PER17/S-504

STOREFRONT & ATTACHMENT

PER ARCH, TYP

GALV 6x4x5/16xCONT (NO

LEDGER THIS LOCATION AT SIM)

HSS3x2x1/4xAS REQD

(LLV) @ 24"OC

VENEER PER ARCH

HDR PER 17/S-504 CONN

TO COL PER 6/S-502 TYP,

USE REINF ANGLE

1/4

1/4

WALL FRAMING

PER PLAN, TYP

T/STL

PER17/S-504

VENEER LEDGER AT SIMHDR PER 17/S-504

1"

1" FROM MAS TO ANGLE

BLKG PER ARCH, TYP

METAL ROOF

DECK PER PLAN

PARAPET PER

1/S-501

T/PARAPET

PER ARCH

T/STL

PER PLAN3/16 2

3/16 2TYP

BRACE BEAM

PER 11/S-501

BEAM PER PLAN BEAM PER PLAN

L2 1/2x2 1/2x3/16 AT

EA PARAPET STUBGLAZING PER ARCH

1"

1"

3/16 3

3TYP

L4x4x1/4

@ 8'-0"OC

3/16 3

3/16 3

METAL DECK PER PLAN

L2 1/2x2 1/2x3/16

JOIST PER PLAN

T/CURTAIN

PER ARCH

3/16TYP

L3x3x3/16

GYM CURTAIN

HGR BY OTHERS

3/16 3

3/16 3TYP

NOTE:

ADDITIONAL LOADING ON JOISTS PER PLAN.

METAL DECK &

ATTACH PER PLAN

BEAM PER PLAN CONN

EA END PER 20/S-504

T/STL

PER ARCH

T/STL

PER ARCH

L4x4x5/16 x COL WIDTH, TYP

HSS6x4X3/16 (LLH) W/ 3/16"

END CAPS & SEAL WELDS

1/2" MAX GAP AT ENDS, TYP

POST PER PLAN

5/16

3/16

3/16TYP

C4x4.5 MID-WAY BTWN

POSTS WHERE POST

SPACING EXCEEDS 6'-0"

SHEAR PL1/4, T&B TYP(2) 1/2"6 THRU-BOLTS, TYP

C LC L

TY

P

1 1

/2"

TY

P

3"

TY

P

1 1

/2"

MA

X

1/2

"

1'-0" M

AX

9'-0" M

AX

NOTE:

TYP HSS GIRT TO POST CONNECTION

UNLESS NOTED OTHERWISE PER PLAN.

B/DECK

PER PLAN

HSS PER PLAN W/

WELDED CAP PL3/16

(LOCATE PER PLAN)

BENT PL3/8, TYP T&B

(OR L6x4x3/8 (LLH) AT

CONTRACTORS OPTION)

HSS7x7x3/8x1'-0" SLEEVE OMIT

& WELD BENT PL TO POST AT

CONTRACTORS OPTION

MEMBER & CONN INFO

PER 14/S-504, TYP

METAL DECK PER PLAN

OWSJ PER PLAN

1/8(2) OPP SIDES

SEAL

C L

4"

2"

HSS PER PLAN

1/8 2TYP T&B

TYP

SE

CTIO

N

SECTIONSCALE : NTS

WL = 4800#

(ASD)

WL = 4800#

(ASD)

BRIDGING WHERE REQD

PER OWSJ MFR

MAX

1/2"METAL DECK &

ATTACH PER PLAN

BEAM PER PLANL6x6x3/8 x 1'-0"

JOIST PER PLAN

3/16

3/16

3/16

1,000# (ASD)

T/CMU

PER PLAN

BEAM PER PLAN

CMU WALL

PER PLAN

CMU WALL BEYOND

BEAM SEAT

PER 16/S-503

SCREEN WALL POST &

BEAM PER PLAN BASE PL

& CONN PER 13/S-504

FULL DEPTH STIFF PL

EA SIDE PER 9/S-502

METAL DECK PER PLAN

WELD BP TO

BEAM PER

13/S-504

12"OC

NOTE:

FOR ADDITIONAL INFORMATION REFERENCE 14/S-504.

SCREEN WALL COL & BEAM PER PLAN

METAL DECK PER PLAN (DECK

DIRECTION VARIES PER PLAN)

L4x4x1/4, CONN EA END PER 11/S-501

FULL DEPTH STIFF PL

EA SIDE PER 9/S-502

BEAM PER PLAN

1/4

NOTE:

FOR ADDITIONAL INFORMATION REFERENCE 14/S-504.

1/4

PL1/2x7x0'-7"

EVERY LOW RIB

MAX

1/2"

L4x4x1/4 EA SIDE OF SCREEN WALL POST

1"

3/16

2 MIN

1

CMU WALL

PER PLAN

BEAM SEAT

PER 16/S-503

4"

JOIST PER

PLAN

T/STL

VARIES

T/STL

VARIES

LEDGER PER PLAN

& 7/S-503, TYP

METAL DECK

PER PLAN

BEAM PER

PLAN

3/16TYP

3/16TYP

3/16TYP

SLOT AT BEAM

AT EVERY LOW

RIB

PL1/4x4x1'-6" CTRD OVER JOIST

L4x4x1/4x0'-4"

SEAT, TYP

HSS3x3x3/16 FOR

(2) JOIST BAYS



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

2/16/18

Checker

JLP/ADH

17041-0193

S-504

FRAMING DETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1/8" = 1'-0"17

TYPICAL ELEVATION

AT CLASSROOM WINDOWS

SCALE: 1" = 1'-0"5

DECK EDGE AT OVERLOOKSCALE: 1" = 1'-0"

4PARAPET AT GRID H

SCALE: 1" = 1'-0"3

HIGH / LOW PARAPET

SCALE: 1" = 1'-0"7

STAIR CANOPY

BEAM TO COLUMN

SCALE: 1" = 1'-0"2

HSS TO TOP OF WIDE FLANGE

SCALE: 1" = 1'-0"8

CANOPY AT STAIR 1SCALE: 1" = 1'-0"

9BEAM TO GIRDER AT K 1

SCALE: 1" = 1'-0"1

COPED ROOF BEAMS

SCALE: 1" = 1'-0"18

TYPICAL CLASSROOM BAY WINDOW SECTIONSCALE: 1" = 1'-0"

19TYPICAL CLASSROOM WINDOW SECTION

SCALE: 1" = 1'-0"10

PARAPET AT DOUBLE BEAMSCALE: 1" = 1'-0"

6GYM DIVIDER CURTAIN SUPPORT

SCALE: 1" = 1'-0"14

SCREEN WALL SECTIONSCALE: 1" = 1'-0"

15SCREEN WALL SUPPORT AT JOIST

SCALE: 1" = 1'-0"20

HSS BEAM TO JOIST CONNECTION

SCALE: 1" = 1'-0"12

SCREEN WALL POST AT CMU WALLSCALE: 1" = 1'-0"

13SCREEN WALL POST TO WF BEAM

SCALE: 1" = 1'-0"16

DRAG AT PHASING LINE


BEAM PER PLAN

CMU WALL PER PLAN

T/STL

PER PLAN

#5 x 20'-0" EA

SIDE OF BEAM

METAL DECK

PEP PLAN

LEDGER PER PLAN &

7/S-503

PL3/8x7x1'-4"

#6 x 20'-0" AT EA

EMBED DOWEL (6)

TOTAL (#8 AT SIM)

6"

6"

13/S-401

LAP PER

PL3/8 W/ BOLTS &

SIZE PER 17/S-502

DRAG LINE WELD

PER PLAN

PL1/2x4x1'-4"

6

6TYP

1/4

1/4

(3) ROWS OF (2) #6

x 5'-0" A706

DOWELS (#8 x 6'-0"

AT SIM)

BEAM PER PLAN

DEFLECTION TRACK PER

PLAN & 3/S-503, TYP

TRACK PER 17/S-401 &

CONN PER 8/S-503,TYP

STL SUTD PER 17/S-401, TYP

STL STUD PER 17/S-401, TYP

L6x4x5/16 (LLH) TYP

CONT PAST F/COL

BEYOND FOR STL

STUD SUPPORT

2-12

2-12TYP

PILASTER PER

PLAN & REINF

CMU WALL &

REINF PER PLAN

GRID

VENEER PER ARCH

HSS6x6x1/4 W/ CONN

TO COL PER 6/S-502

1

1

WT5x7.5x0'-8"

L3 1/2x3 1/2x1/4 CONN

ABOVE PER 11/S-501

HSS4x4x3/16 @ 8'-0"OC

CONN TO BEAM ABOVE

PER 11/S-5023/16 3

3/16 3

1"

TO BENT PL

1" FROM MAS

T/STL

25'-9"

GALV BENT PL3/8x

W/ ATTACHMENT &

SUPPORT PER 19/S-504

8 1

/2"

4 1/4"

ATTACHMENT TO BEAM

BY SOFFIT VENEER

SYSTEM SUPPLIER

BIDDER DESIGNED

SOFFIT VENEER SYSTEM

INFILL W/ STL

STUDS PER PLAN

4"

1 1

/2"

3" TY

P

1/2"

3/16BENT PL3/8

BEAM PER PLAN, TYP

BOLTS PER 17/S-502,

NO SLOTTED HOLES

ALLOWED

PLAN

PLAN

1 1/2"

2 1/2"

METAL DECK

PER PLAN

L3x3x3/16

GLAZING PER ARCH

T/STL

PER PLAN

BEAM PER PLAN

3/16 2-12

S-504

8



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

02/14/18

CJL

JLP

17041-0193

S-505

FRAMING DETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1" = 1'-0"20

DRAG AT CMU WALL

SCALE: 1" = 1'-0"5

STEEL STUDS AT CANOPY BEAM

SCALE: 1" = 1'-0"19

PILASTER REINFORCING

SCALE: 1" = 1'-0"14

VENEER AT ALCOVE

SCALE: 1" = 1'-0"4

END CONNECTION AT SKEWED BEAM

SCALE: 1" = 1'-0"10

CANOPY AT STOREFRONT


6.1

5.1

B A


W/ (3) #4B

T/FTG = -0'-6"

1'-0"

S-701

15

HSS4x4x3/16

4'-3"

9 5

/8"

6.1

5.1

B A

S-504

5

5"

W14x22

S-701

20

S-701

10

HSS12x2x5/16

HSS12x2x5/16

HSS12x2x5/16

HSS12x2x5/16

HS

S12x2x5/1

6

2 1/2" CONC W/ 6x6

W2.9xW2.9 WWF OVER 1

1/2"DPx20GA (B) GALV

COMPOSITE METAL DECK (4"

TOTAL DEPTH)

PER PLAN NOTES

T/SLAB = PER ARCH

HS

S7x7x5/1

6

CONC OVER METAL

DECK PER PLAN

L3x3x1/4

12GA CONC TREAD FORMS

W/ PERFORATED RISER PER

ARCH

STRINGER PER PLAN

MID LANDING BEAM PER PLAN

1/8 2

RISER TO

STRINGER

1/8 3-12

1/8 1 1/2

1/8 1 1/2 TREAD TO

STRINGER

AR

CH

PE

R

FLR FINISH PER ARCH

CAP PL3/4

RADIUS TO MATCH

EDGE BEAM BEYOND

3/16 2-12

3/16 2-12

TREAD PER

ARCH

1/4

1/4

CJP

5

S-701

T/SLAB

PER PLAN

PE

R P

LA

N

PER PLAN

1 1/2" 1 1/2"

3/16

SOG PER PLAN

CAP PL3/16

CAP PL1/2

STRINGER PER PLAN

REF 20/S-702 FOR

TREADS & RISERS

POUR BACK PER

7/S-401

TYP

1/4"

BP1/2 W/ (4) 3/4"Ø

SIMPSON STRONG-BOLT

2 EMBED 6" AT 3" GA

T/FTG

PER PLAN

PL3/8 TYP (4) SIDES

REINF PER PLAN

CLR

3"

AR

CH

PE

R

CONC OVER METAL

DECK PER PLAN

CL BEAM

BENT PL3/16 x

12GA CONC TREAD FORMS

W/ PERFORATED RISER

WHERE OCCURS PER ARCH

STRINGER PER PLAN

BEAM PER PLAN

1/8 3-12TYP

1/8 1TYP

1/8 1 1/2

1/8 1 1/2 TREAD TO

STRINGER

CP TYP T&B

FLANGE

1-12

T/SLAB

PER PLAN

CAP PL3/16

AR

CH

PE

R

STIFF PL3/8

3/16

6 1

/2"

3"

1/4TYP

1/4TYP

HSS12x2x3/16

EDGE BEAM

MID LANDING

BEAM PER PLANSTRINGER PER PLAN



FOR PERMIT




®

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.


A

B

C

D

2 3 4 5 61

A

B

C

D

E

1 2 3 4 5 6

00.2016

02/14/18

CJL

JLP

17041-0193

S-701

STAIR FRAMINGPLANS & DETAILS

AMISTAD

ELEMENTARY

KENNEWICK

SD

PERMIT SET

SCALE: 1/4" = 1'-0"2

STAIR FOUNDATION PLAN - AREA 100

SCALE: 1/4" = 1'-0"12

STAIR FRAMING - AREA 100

SCALE: 1" = 1'-0"10

STRINGER AT MID LANDING BEAM(05611A)

SCALE: 3/4" = 1'-0"15

STAIRS AT BASE

SCALE: 1" = 1'-0"20

STRINGER AT UPPER LANDING(05611A)

SCALE: 1" = 1'-0"5

EDGE BEAM AT MID LANDING BEAM


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