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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.