5
PROPRIETARY DOCUMENT This document contains proprietary information which is the exclusive property of CENTRAL DENVER IRONWORKS. It is loaned for the express purpose described in the transmittal. Neither the document nor the information therein is to be copied, used or transferred without express written permission from CENTRAL DENVER IRONWORKS INC. © 2006 CENTRAL DENVER IRONWORKS INC. # DATE REVISION NAME WO# STRUCTURE: MODEL#: LOCATION: CUSTOMER: NOTE: DRAWN BY: DESCRIPTION: CHECKER: SHEET: 1494 CUSTOM SHADE STRUCTURE BRADLEY ELEMENTARY SCHOOL DENVER PUBLIC SCHOOLS GENERAL NOTES SWM GN1 T.D. Parts List MASS NOTES LENGTH DESCRIPTION MAT TEMP SHIP QTY REV 369.7484 COLUMN ASSEMBLY SHIP MARK A1 2 68.2366 DETAIL 1'-6" PL 3/4x18 A36 1p1 2 296.7905 10'-4 7/16" PIPE 8" STD. A53/B 1m1 2 3.5514 DETAIL 0'-8" PL 1/4x8 A36 1p2 2 429.3748 COLUMN ASSEMBLY SHIP MARK A2 2 356.4169 12'-5 7/16" PIPE 8" STD. A53/B 2m1 2 68.2366 DETAIL 1'-6" PL 3/4x18 A36 1p1 2 3.5514 DETAIL 0'-8" PL 1/4x8 A36 1p2 2 5211.0169 ROOF ASSEMBLY SHIP MARK A3 1 3.5514 DETAIL 0'-8" PL 1/4x8 A36 1p2 4 734.5975 25'-8" PIPE 8" STD. A53/B 3m1 1 610.5745 21'-4" PIPE 8" STD. A53/B 3m2 1 329.244 DETAIL / ROLLED 17'-8 3/4" PIPE 6" STD. A53/B 3m3 4 329.244 0'-3" PIPE 3" STD. A53/B 3m4 4 176.5677 25'-8" TS 4x2x3/16 A500/B 3t1 1 154.2123 22'-5" TS 4x2x3/16 A500/B 3t2 1 161.6695 23'-6" TS 4x2x3/16 A500/B 3t3 1 169.1193 24'-7" TS 4x2x3/16 A500/B 3t4 1 146.7576 21'-4" TS 4x2x3/16 A500/B 3t5 1 .312 DETAIL 0'-3 5/8" PL 3/16x1 5/8 A36 3p1 10 1.5382 DETAIL 0'-6" PL 3/16x6 A36 3p2 8 1570.2194 DETAIL 1/8" PERF PLATE A36 3p3 1 BRADLEY ELEMENTARY SCHOOL SHADE STRUCTURE GENERAL NOTES: 1. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION AND AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 2. STEEL SHALL CONFORM TO ASTM A500 GRADE B FOR STRUCTURAL TUBING AND ASTM A53 GRADE B FOR PIPE. ALL OTHER STEEL SHALL BE ASTM A36 U.N.O. 3. ALL BOLTS SHALL BE 3/4" A325 U.N.O. 4. ALL BOLTED CONNECTIONS SHALL BE "SNUG TIGHT". (Snug tight is defined as the "fullest effort of a worker with an ordinary spud wrench": re AISC Handbook #SBH-1, pg. 56). UPSET THREADS AFTER TIGHTENING. 5. ANCHOR BOLT TOLERANCES SHALL BE PER AISC CODE OF STANDARD PRACTICE SECTION 7.5. 6. ALL SHOP WELDS SHALL BE E71T-1 FCAW OR E7018 PER AWS D1.1-LATEST EDITION. 7. ALL FIELD WELDS (IF REQUIRED) SHALL BE E7018 OR NR-211-MP PER AWS D1.1-LATEST EDITION. TOUCH UP PAINT AFTER WELDING. 8. PRIME PAINT SHALL BE 1 S/C DEVOE CATHA-COAT 302H, DFT 2.0-2.5 MILS. PER SSPC SP6 FOR COLUMNS OR POSTS, SSPC SP7 FOR DECK, AND SSPC SP2 FOR ALL ELSE. 9. FINISH PAINT SHALL BE 1 S/C DEVOE DEVTHANE ALIPHATIC URETHANE SEMI-GLOSS ENAMEL #378 OR EQUAL, DFT 2.0-3.0 MILS. 10. ROOF TO BE SHOP ASSEMBLED.

BRADLEY ELEMENTARY SCHOOL SHADE STRUCTURE · for deck, and sspc sp2 for all else. 9. finish paint shall be 1 s/c devoe devthane aliphatic ... ab1 t.d. 1 11'-0" aa 2'-2" 20'-4" 2'-2"

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PROPRIETARY DOCUMENT This document contains proprietary information which is the exclusive property of

CENTRAL DENVER IRONWORKS. It is loaned for the express purpose described in the transmittal. Neither the document nor the information therein is to be copied, used or transferred without express written permission from

CENTRAL DENVER IRONWORKS INC. © 2006 CENTRAL DENVER IRONWORKS INC.

# DATE REVISION NAME

WO#STRUCTURE:MODEL#:LOCATION:CUSTOMER:NOTE:

DRAWN BY:DESCRIPTION:

CHECKER:SHEET:

1494CUSTOM SHADE STRUCTURE

BRADLEY ELEMENTARY SCHOOLDENVER PUBLIC SCHOOLS

GENERAL NOTESSWM

GN1T.D.

Parts ListMASSNOTESLENGTHDESCRIPTIONMATTEMPSHIPQTYREV369.7484 COLUMN ASSEMBLY SHIP MARKA12 68.2366DETAIL1'-6"PL 3/4x18A361p1 2 296.7905 10'-4 7/16"PIPE 8" STD.A53/B1m1 2 3.5514DETAIL0'-8"PL 1/4x8A361p2 2 429.3748 COLUMN ASSEMBLY SHIP MARKA22 356.4169 12'-5 7/16"PIPE 8" STD.A53/B2m1 2 68.2366DETAIL1'-6"PL 3/4x18A361p1 2 3.5514DETAIL0'-8"PL 1/4x8A361p2 2 5211.0169 ROOF ASSEMBLY SHIP MARKA31 3.5514DETAIL0'-8"PL 1/4x8A361p2 4 734.5975 25'-8"PIPE 8" STD.A53/B3m1 1 610.5745 21'-4"PIPE 8" STD.A53/B3m2 1 329.244DETAIL / ROLLED17'-8 3/4"PIPE 6" STD.A53/B3m3 4 329.244 0'-3"PIPE 3" STD.A53/B3m4 4 176.5677 25'-8"TS 4x2x3/16A500/B3t1 1 154.2123 22'-5"TS 4x2x3/16A500/B3t2 1 161.6695 23'-6"TS 4x2x3/16A500/B3t3 1 169.1193 24'-7"TS 4x2x3/16A500/B3t4 1 146.7576 21'-4"TS 4x2x3/16A500/B3t5 1 .312DETAIL0'-3 5/8"PL 3/16x1 5/8A363p1 10 1.5382DETAIL0'-6"PL 3/16x6A363p2 8 1570.2194DETAIL 1/8" PERF PLATEA363p3 1

BRADLEY ELEMENTARY SCHOOLSHADE STRUCTURE

GENERAL NOTES: 1. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION AND AISC CODEOF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.2. STEEL SHALL CONFORM TO ASTM A500 GRADE B FOR STRUCTURAL TUBING AND ASTM A53 GRADE B FOR PIPE. ALL OTHER STEEL SHALL BE ASTM A36 U.N.O.3. ALL BOLTS SHALL BE 3/4" A325 U.N.O.4. ALL BOLTED CONNECTIONS SHALL BE "SNUG TIGHT". (Snug tightis defined as the "fullest effort of a worker with an ordinary spud wrench": re AISC Handbook #SBH-1, pg. 56). UPSET THREADS AFTER TIGHTENING.5. ANCHOR BOLT TOLERANCES SHALL BE PER AISC CODE OF STANDARD PRACTICE SECTION 7.5.6. ALL SHOP WELDS SHALL BE E71T-1 FCAW OR E7018 PER AWS D1.1-LATEST EDITION.7. ALL FIELD WELDS (IF REQUIRED) SHALL BE E7018 OR NR-211-MP PER AWS D1.1-LATEST EDITION. TOUCH UP PAINT AFTER WELDING.8. PRIME PAINT SHALL BE 1 S/C DEVOE CATHA-COAT 302H, DFT 2.0-2.5 MILS. PER SSPC SP6 FOR COLUMNS OR POSTS, SSPC SP7 FOR DECK, AND SSPC SP2 FOR ALL ELSE.9. FINISH PAINT SHALL BE 1 S/C DEVOE DEVTHANE ALIPHATIC URETHANE SEMI-GLOSS ENAMEL #378 OR EQUAL, DFT 2.0-3.0 MILS.10. ROOF TO BE SHOP ASSEMBLED.

DETAIL 1

SECTION A-A

PROPRIETARY DOCUMENT This document contains proprietary information which is the exclusive property of

CENTRAL DENVER IRONWORKS. It is loaned for the express purpose described in the transmittal. Neither the document nor the information therein is to be copied, used or transferred without express written permission from

CENTRAL DENVER IRONWORKS INC. © 2006 CENTRAL DENVER IRONWORKS INC.

# DATE REVISION NAME

WO#STRUCTURE:MODEL#:LOCATION:CUSTOMER:NOTE:

DRAWN BY:DESCRIPTION:

CHECKER:SHEET:

1494CUSTOM SHADE STRUCTURE

BRADLEY ELEMENTARY SCHOOLDENVER PUBLIC SCHOOLS

ANCHOR BOLT PLANSWM

AB1T.D.

1

A A

11'-0

"

20'-4"2'-2" 2'-2"

24'-8"

COLUMN ASSEMBLYSHIP MARK

A2

COLUMN ASSEMBLYSHIP MARK

A2

COLUMN ASSEMBLYSHIP MARK

A1

COLUMN ASSEMBLYSHIP MARK

A1

BRADLEY ELEMENTARY SCHOOLSHADE STRUCTUREANCHOR BOLT PLAN

7"7"1'-2"

7"7"

1'-2

"

PL 3/4x181p1

PIPE 8" STD.2m1

CONCRETE SLAB

1/2" FELT EXPANSION JOINT

ANCHOR BOLT ASSEMBLY(BY OTHERS)

2'-7" BLOCKOUT

POUR FLUSH

AFTER STEEL

ERECTION

1 1/2" NON-SHRINKGROUT

11'-2

9/1

6"

25'- 9/16"

8"

PL 3/4x181p1

PIPE 8" STD.2m1

TOP OF CONCRETE

TOP OFCAISSON

1 1/2" NON-SHRINKGROUT

7" 7"1'-2"

ANCHOR BOLT ASSEMBLY(BY OTHERS)

1/2" FELT EXPANSION JOINT

4" P

RO

JEC

TIO

NM

INIM

UM

DETAIL 1

PROPRIETARY DOCUMENT This document contains proprietary information which is the exclusive property of

CENTRAL DENVER IRONWORKS. It is loaned for the express purpose described in the transmittal. Neither the document nor the information therein is to be copied, used or transferred without express written permission from

CENTRAL DENVER IRONWORKS INC. © 2006 CENTRAL DENVER IRONWORKS INC.

# DATE REVISION NAME

WO#STRUCTURE:MODEL#:LOCATION:CUSTOMER:NOTE:

DRAWN BY:DESCRIPTION:

CHECKER:SHEET:

1494CUSTOM SHADE STRUCTURE

BRADLEY ELEMENTARY SCHOOLDENVER PUBLIC SCHOOLS

ELEVATIONSSWM

E1T.D.

1

2'-2" 20'-4" 2'-2"

24'-8"

11'-0"

10'-4

11/

16"

8'-9

3/8

" 12'-5

11/

16"

11'-1

1 3/

16"

8'-6

13/

16"

10'-4

11/

16"14

'-5 5

/8"

14'-5

5/8

"

TOP OF FINISHED GRADE

R11'-8"

COLUMN ASSEMBLYSHIP MARK

A2

COLUMN ASSEMBLYSHIP MARK

A1

COLUMN ASSEMBLYSHIP MARK

A1

COLUMN ASSEMBLYSHIP MARK

A2

ROOF ASSEMBLYSHIP MARK

A3

BRADLEY ELEMENTARY SCHOOLSHADE STRUCTURE

ELEVATIONS

1/8" PERF PLATE1/2" HOLES - 23% OPEN

8"

TOP OF CAISSON

R10'-9 3/4"

8" S

TD. P

IPE

CO

LUM

NS

2"x4" TUBE STEEL ROOF PURLINS

6" STD. PIPE ROOF TRUSS

8" STD. PIPE ROOF BEAM

8" S

TD. P

IPE

CO

LUM

NS

1/8" PERF PLATE1/2" HOLES - 23% OPEN

FRONT ELEVATIONEND ELEVATION

TOP OF FINISHED GRADE

8"

TOP OF CAISSON

CONCRETE CAISSON(BY OTHERS)

CONCRETE SLAB

CONCRETE SLAB

8" STD. PIPE ROOF BEAM

6" STD. PIPE ROOF TRUSS

TS 4x2x3/163t1

1/8" PERF PLATE3p3

6"TYP.

PIPE 6" STD.3m3

PERF PLATE DETAILSMATERIAL THICKNESS - 1/8"HOLE SHAPE - ROUNDHOLE CENTER TO CENTER - 1"STAGGERED CENTERS, 60°BAR WIDTH - 1/2"HOLES PSI - 1.2PERCENT OPEN - 23%

1"

1"

1/2"

1/2" (BAR WIDTH)

60°

PROPRIETARY DOCUMENT This document contains proprietary information which is the exclusive property of

CENTRAL DENVER IRONWORKS. It is loaned for the express purpose described in the transmittal. Neither the document nor the information therein is to be copied, used or transferred without express written permission from

CENTRAL DENVER IRONWORKS INC. © 2006 CENTRAL DENVER IRONWORKS INC.

# DATE REVISION NAME

WO#STRUCTURE:MODEL#:LOCATION:CUSTOMER:NOTE:

DRAWN BY:DESCRIPTION:

CHECKER:SHEET:

1494CUSTOM SHADE STRUCTURE

BRADLEY ELEMENTARY SCHOOLDENVER PUBLIC SCHOOLS

ROOF PLANSWM

E2T.D.

BRADLEY ELEMENTARY SCHOOLSHADE STRUCTURE

PLAN VIEW

7'-10 3/16" 7'-10 3/16"

2'-3

11/

16"

11'-0

" (C

.L. C

OLU

MN

TO

C.L

. CO

LUM

N)

2'-1

13/

16"

15'-5

1/2

"

9 1/4"24'-8" (C.L. COLUMN TO C.L. COLUMN)9 1/4"26'-2 1/2"

2'-9

1/2

"2'

-9 1

/2"

2'-9

1/2

"2'

-9 1

/2"

11'-2

" (2"

X4"

T.S

. PU

RLI

N S

PA

CIN

G)

TS 4x2x3/163t2

TS 4x2x3/163t5

TS 4x2x3/163t3

TS 4x2x3/163t4

TS 4x2x3/163t1

PIPE 6" STD.3m3

PIPE 6" STD.

3m3

PIPE 6" STD.3m3

PIPE 6" STD.

3m3

PIPE 8" STD.3m2

PIPE 8" STD.3m1

101.2°101.2°101.2°

101.2°

COLUMN ASSEMBLYSHIP MARK

A2

COLUMN ASSEMBLYSHIP MARK

A2

COLUMN ASSEMBLYSHIP MARK

A2COLUMN ASSEMBLYSHIP MARK

A2

DETAIL 1

DETAIL 2

DETAIL 3

PROPRIETARY DOCUMENT This document contains proprietary information which is the exclusive property of

CENTRAL DENVER IRONWORKS. It is loaned for the express purpose described in the transmittal. Neither the document nor the information therein is to be copied, used or transferred without express written permission from

CENTRAL DENVER IRONWORKS INC. © 2006 CENTRAL DENVER IRONWORKS INC.

# DATE REVISION NAME

WO#STRUCTURE:MODEL#:LOCATION:CUSTOMER:NOTE:

DRAWN BY:DESCRIPTION:

CHECKER:SHEET:

1494CUSTOM SHADE STRUCTURE

BRADLEY ELEMENTARY SCHOOLDENVER PUBLIC SCHOOLS

WELD DETAILSSWM

W1T.D.

1

2

3PIPE 8" STD.

3m1

PIPE 8" STD.1m1

PL 1/4x81p2

PIPE 3" STD.3m4

PIPE 6" STD.3m3

3/16TYP.3/16

G

045

TYP.

3/16 TYP.

3/16TYP.

ROOF ASSEMBLYSHIP MARK

A3

COLUMN ASSEMBLYSHIP MARK

A1

PL 3/4x181p1

PIPE 8" STD.1m1

1/4TYP.

PIPE 8" STD.3m2

PL 1/4x81p2

TS 4x2x3/163t2

PL 3/16x1 5/83p1

3/16

G

045

TYP.

3/16

G

045

TYP.

PIPE 8" STD.2m1

PIPE 3" STD.3m4

3/16 TYP.

3/16TYP.1/8" PERF PLATE

3p3

PL 3/16x63p2

3/16

G

045

TYP.

TS 4x2x3/163t1

1/8" PERF PLATE3p3

BRADLEY ELEMENTARY SCHOOLSHADE STRUCTURE

WELD DETAILS

PIPE 6" STD.3m3

COLUMN ASSEMBLYSHIP MARK

A1

COLUMN ASSEMBLYSHIP MARK

A1

COLUMN ASSEMBLYSHIP MARK

A2

ROOF ASSEMBLYSHIP MARK

A3

1-121-12TYP.