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- This document contains framing plans and details for a platform and roof structure. - It includes a platform framing plan showing structural members, connections, and decking. Elevations of members are provided. - A roof framing plan shows framing for the roof structure including beams, channels, and purlins. Details show connections between members. - Additional details provide specifications for structural members, connections, guardrails, and access ladders for the platform.
![A B C D E
6
5
4
3
2
1
1. REFERENCE ELEVATION TOP OF SLAB = 0'-0
PLATFORM FRAMING PLAN
2. [ ] MOMENT CONNECTION DETAIL #4
3. TYPICAL TOP OF STEEL = EL. 39'-2 1/4 U.N.O.
W16 x 26
6D
W16 x 31
6C
W16x31(LOW)
6A
W16x31
6B
W10 x 12
6G
W16 x 26
6F
W16x57
5D
HSS16x8x5/16(HIGH)
EL.41'-21/4
5A
HSS16x8x5/16
EL.41'-21/4
5B
1
-
1
-
W10 x 12
6G
SIM.
3
-
2
-
1
-
5
-
4
-
EL. 39'-6 - 3
4" PLYWOOD OVER
VERCO 3' TYPE W3 METAL DECKING 18 GA
W/#10 WOOD TO METAL SELF-DRILLING SCREWS
@ 6" O.C. ALL EDGES @12" O.C. FIELD
EL. 39'-6 TOP OF 3
4" PLYWOOD OVER
VERCO 3' TYPE W3 METAL DECKING 18 GA
W/#10 WOOD TO METAL SELF-DRILLING SCREWS
@ 6" O.C. ALL EDGES @12" O.C. FIELD
TOP OF EL. 48'-4
2A
TOP OF EL. 47'-10
2B
TOP OF EL.47'-6
3B
TOP OF EL.48'-0
3A
TOP OF EL. 47'-6
4A
TOP OF EL. 47'-5
4B
5C
HSS16 x 8 x 5
16
EL. 41'-21
4
5F
L3 x 3 x 1
4 BRACES
(8 REQ'D)
5G
7/S1.2
TYPICAL EDGE OF PLATFORM DETAIL
1
W16x BEAM
BT. PL 1
4" x 101
2 LG
(NOTCH PLATE AT PIPE SLEEVE)
21
2
W/2-3
8
@ 21
2" O.C. MIN.
3
4" PLYWOOD
L3 x 3 x 1
4
@ 4'-0 O.C. @ BRACE
3
4" PLYWOOD
METAL DECK PER PLAN
5/S1.2
PLATFORM DETAIL BELOW HSS
2
HSS16 x 8 x 5
16
W16x BEAM
L4 x 3 x 1
4 LLV
3
4" PLYWOOD
METAL DECK PER PLAN
3/S1.2
PLATFORM DETAIL BELOW HSS
3
HSS16 x 8 x 5
16
W16x BEAM
BT. PL 1
4" x 101
2 LG
(NOTCH PLATE AT PIPE SLEEVE)
21
2
W/2-3
8
@ 21
2" O.C. MIN.
137
8
3
8" BT. PL x 1'-41
2 LG
3
BRACE L3 x 3 x 1
4
@ 4'-0 O.C.
W/ 1 -5
8
PL 1
4" x 5 SQ.
4/S1.2
HSS TO HSS MOMENT CONNECTION
4 9/S1.2
HSS SPLICE DETAIL
5
0"
CJP
0"
CJP
CJP
HSS16 x 8 x 5
16
HSS8 x 8 x 5
16
PL 5
16" GUSSET
HSS8 x 8 x 5
16
3
8" BT. PL x 1'-0
BOLTS (A 325SC)
10/S1.2
TYPICAL HSS BM TO HSS COL CONNECTION
6
HSS16 x 8 x 5
16
HSS8 x 8 x 5
16
PL 1
2" x 12 x 1'-1
SLOT COL TYP.
PL 1
2 x 31
2 x 1'-0
PL 1
2 x 81
2 x 1'-41
2
2/S1.2
TYPICAL W16 TO HSS COL CONNECTION
7
W16
BEAM PER PLAN
HSS8 x 8 x 5
16
PL 3
8 x 12 x 1'-0
SLOT COL TYP.
PL 3
8 x 31
2 x 1'-0
PL 1
2 x 8 x 1'-1
1
4
TYP.
1
4
3
73
4
3
73
4
TYPICAL HOLLANDER PIPE BASE
INSTALL AFTER PROJECTOR
ALIGNMENT (BUYOUT)
TYPICAL HOLLANDER PIPE BASE
INSTALL AFTER PROJECTOR
ALIGNMENT (BUYOUT)
L21
2 x 2x 3
8 (LLV)
W/ 9
16
5
8" O.C.
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
NO. DATE DESCRIPTION
0 FOR FABRICATION2/25/2014
PLATFORM FRAMING PLAN & DETAILS
E1
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
S2.2](https://image.slidesharecdn.com/cadsamples-160305005001/85/Cad-samples-1-320.jpg)
Cad samples
- 1. A B C D E 6 5 4 3 2 1 1. REFERENCE ELEVATION TOP OF SLAB = 0'-0 PLATFORM FRAMING PLAN 2. [ ] MOMENT CONNECTION DETAIL #4 3. TYPICAL TOP OF STEEL = EL. 39'-2 1/4 U.N.O. W16 x 26 6D W16 x 31 6C W16x31(LOW) 6A W16x31 6B W10 x 12 6G W16 x 26 6F W16x57 5D HSS16x8x5/16(HIGH) EL.41'-21/4 5A HSS16x8x5/16 EL.41'-21/4 5B 1 - 1 - W10 x 12 6G SIM. 3 - 2 - 1 - 5 - 4 - EL. 39'-6 - 3 4" PLYWOOD OVER VERCO 3' TYPE W3 METAL DECKING 18 GA W/#10 WOOD TO METAL SELF-DRILLING SCREWS @ 6" O.C. ALL EDGES @12" O.C. FIELD EL. 39'-6 TOP OF 3 4" PLYWOOD OVER VERCO 3' TYPE W3 METAL DECKING 18 GA W/#10 WOOD TO METAL SELF-DRILLING SCREWS @ 6" O.C. ALL EDGES @12" O.C. FIELD TOP OF EL. 48'-4 2A TOP OF EL. 47'-10 2B TOP OF EL.47'-6 3B TOP OF EL.48'-0 3A TOP OF EL. 47'-6 4A TOP OF EL. 47'-5 4B 5C HSS16 x 8 x 5 16 EL. 41'-21 4 5F L3 x 3 x 1 4 BRACES (8 REQ'D) 5G 7/S1.2 TYPICAL EDGE OF PLATFORM DETAIL 1 W16x BEAM BT. PL 1 4" x 101 2 LG (NOTCH PLATE AT PIPE SLEEVE) 21 2 W/2-3 8 @ 21 2" O.C. MIN. 3 4" PLYWOOD L3 x 3 x 1 4 @ 4'-0 O.C. @ BRACE 3 4" PLYWOOD METAL DECK PER PLAN 5/S1.2 PLATFORM DETAIL BELOW HSS 2 HSS16 x 8 x 5 16 W16x BEAM L4 x 3 x 1 4 LLV 3 4" PLYWOOD METAL DECK PER PLAN 3/S1.2 PLATFORM DETAIL BELOW HSS 3 HSS16 x 8 x 5 16 W16x BEAM BT. PL 1 4" x 101 2 LG (NOTCH PLATE AT PIPE SLEEVE) 21 2 W/2-3 8 @ 21 2" O.C. MIN. 137 8 3 8" BT. PL x 1'-41 2 LG 3 BRACE L3 x 3 x 1 4 @ 4'-0 O.C. W/ 1 -5 8 PL 1 4" x 5 SQ. 4/S1.2 HSS TO HSS MOMENT CONNECTION 4 9/S1.2 HSS SPLICE DETAIL 5 0" CJP 0" CJP CJP HSS16 x 8 x 5 16 HSS8 x 8 x 5 16 PL 5 16" GUSSET HSS8 x 8 x 5 16 3 8" BT. PL x 1'-0 BOLTS (A 325SC) 10/S1.2 TYPICAL HSS BM TO HSS COL CONNECTION 6 HSS16 x 8 x 5 16 HSS8 x 8 x 5 16 PL 1 2" x 12 x 1'-1 SLOT COL TYP. PL 1 2 x 31 2 x 1'-0 PL 1 2 x 81 2 x 1'-41 2 2/S1.2 TYPICAL W16 TO HSS COL CONNECTION 7 W16 BEAM PER PLAN HSS8 x 8 x 5 16 PL 3 8 x 12 x 1'-0 SLOT COL TYP. PL 3 8 x 31 2 x 1'-0 PL 1 2 x 8 x 1'-1 1 4 TYP. 1 4 3 73 4 3 73 4 TYPICAL HOLLANDER PIPE BASE INSTALL AFTER PROJECTOR ALIGNMENT (BUYOUT) TYPICAL HOLLANDER PIPE BASE INSTALL AFTER PROJECTOR ALIGNMENT (BUYOUT) L21 2 x 2x 3 8 (LLV) W/ 9 16 5 8" O.C. Reference Contractor Description Project Engineer Sheet Number Date Drawn By NO. DATE DESCRIPTION 0 FOR FABRICATION2/25/2014 PLATFORM FRAMING PLAN & DETAILS E1 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM S2.2
- 2. A B C D E 6 5 4 3 2 1 1. REFERENCE ELEVATION TOP OF SLAB = 0'-0 ROOF FRAMING PLAN 1 - (E) TAPERED STEEL GIRDER (E) TAPERED STEEL GIRDER (E) TAPERED STEEL GIRDER (E) TAPERED STEEL GIRDER (E) TAPERED STEEL GIRDER (E) TAPERED STEEL GIRDER (E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP. MC12x317A MC12x317A MC12x317A MC12x317A MC12x317B MC12x317B TYP. 2 - TYP. 2 - SIM. 2:12 SLOPE 2:12 SLOPE FIELD VERIFY FIELD VERIFY FIELD VERIFY 5/S5.1 MC CHANNEL @ TAPERED GIRDER CONNECTION 1 (2) 3 4 L6 x 4 x 3 8 x 0'-8 (LLH) W/ 2 -3 4 MC12 x 31 (FLAT) 3 & 4/S5.1 MC CHANNEL AT COLUMN CONNECTION 2 PLEASE CONFIRM PROPOSED FIELD WELD IN LIEU OF BOLTS FOR FIELD INSTALLATION TOLERANCES. HSS8 x 8 x 5 16 1 4 TYP. 12" TOTAL L6 x 4 x 3 8 x 0'-10 W/2 -3 4 11 2" VERTICAL SLOTTED HOLES HSS8 x 8 x 5 16 MC12 x 31 (FLAT) (E) TAPERED GIRDER MC12 x 31 (FLAT) NEW "SPEED RAIL" GUARDRAIL BY HOLLAENDER MANF. 2" ISP (2.375" O.D. INDUSTRIAL FINSH) (BUY OUT PARTS AND MATERIAL) 10/A20.0 GUARDRAIL AT PLATFORM 3 3 16" CAP PALTE POST INSTALLED HOLLANDER PIPE BASE #48 FOR ISP W/ (4) -1 2" BOLTS (FIELD DRILL/TAP) OR (4) - 5 16" BOXBOLTS SIZE 2 BY LNA SOLUTIONS (ICC-ES ESR #3217) TO BE FIELD LOCATED AFTER PROJECTORS ARE IN PLACE. (BUYOUT) A B C D E 6 5 4 3 2 1 1. REFERENCE ELEVATION TOP OF PLATFORM = EL. 39'-6 NEW GUARDRAIL LAYOUT PLAN PLEASE CONFIRM LADDER AND GATE LOCATION 3 - 4 - 7C LADDER NEW "SPEED RAIL" GUARDRAIL BY HOLLAENDER MANF. 2" ISP (2.375" O.D. INDUSTRIAL FINSH) (BUY OUT PARTS AND MATERIAL) 7, 8 & 9 /S5.1 PLATFORM ACCESS LADDER 4 W/ GRIP MATERIAL PL 1 2" x 21 2 SIDE RAILS 1 4 TYP. PL 1 2" STIFFNER @ EACH RAIL PLATFORM W16 ELLIS GRAB SAFE WELD ON, PART NO: GBS-CMP (BUY OUT) CONFIRM PRIOR TO FAB Reference Contractor Description Project Engineer Sheet Number Date Drawn By NO. DATE DESCRIPTION 0 FOR FABRICATION1/25/2014 ROOF FRAMING PLAN AND GUARDRAIL LAYOUT E2 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM S2.2
- 3. - COLUMN - 2AONE CP1 CP3 1 4 TYP. 1 4 1 4 TYP. 1 4 1 4 TYP. 1 4 TYP. TYP. 1 4 TYP. 15 16 13 16 x 1 1 2 VETICAL SLOTTED ON HSS SECTION "A" SECTION "B" SECTION "C" "A" "B" "C" - COLUMN - 2BONE TYP. 1 4 TYP. 15 16 13 16 x 1 1 2 VETICAL SLOTTED ON HSS "D" "C"MK;NORTH MK;NORTH 1 4 TYP. 1 4 TYP. SECTION "D" CP1 CP2 CP3 1 4 TYP. 1 4 CP4 CP5 CP7(B.S.) CP6 CP7 CP7 CP7(B.S.) CP7 CP7 CP2 CP3 CP4 CP4 (N.S.) CP3 (N.S.) 13 16 @ ANGLE 13 16 @ ANGLE CP7 CP7 CP5 CP2 CP4 CP3 CP2 CP4 CP4 (F.S.) CP3 (F.S.) 2 COLUMNS E1 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM Reference Contractor Description Project Engineer Sheet Number Date Drawn By 44 WELD U.N.PAINT NO. DATE HOLES U.N. DESCRIPTION 52 48 50 51 49 47 46 45 40 43 42 41 39 38 37 35 36 34 33 31 32 30 29 21 25 28 27 26 24 23 22 20 19 18 17 16 15 14 BILL OF MATERIALS 12 13 11 10 6 8 9 7 2 5 4 3 1 LINE MARK DETAIL MRK. SHIP QUAN. DESCRIPTION LENGTH REMARKS 1. ALL PLATE & ANGLES A36 U.N.O 2. ALL BEAM A922 U.N.O 3. ALL HSS A500 GR. "B" U.N.O 4. ALL PIPE A53 U.N.O 5. ALL WELDS 1 4" U.N.O. GENERAL NOTES ONE SHOP COAT 1 1 16 E70-XX 2A ONE HSS8 x 8 x 5 16 48'-0 9 16 A500 GR "B" CP1 ONE PL 3 4 x 14 1'-2 CP2 ONE PL 3 8 x 12 1'-0 CP3 ONE PL 1 2 x 8 1'-0 CP4 ONE PL 3 8 x 31 2 1'-0 CP5 ONE PL 1 2 x 12 1'-1 CP6 ONE PL 3 16 x 8 0'-8 CAP PLATE CP7 2 L6 x 4 x 3 8 0'-10 a2 2 3 4 0'-101 2 A307 2B ONE HSS8 x 8 x 5 16 47'-6 9 16 A500 GR "B" CP1 ONE CP2 ONE CP3 ONE CP4 ONE CP6 ONE CP7 2 a2 2 0 FOR FABRICATION1/25/2014
- 4. - COLUMN - 3AONE CP1 1 4 TYP. 1 4 1 4 TYP. 1 4 TYP. TYP. 1 4 TYP. 15 16 13 16 x 1 1 2 VETICAL SLOTTED ON HSS SECTION "A" SECTION "C" "A" "C" - COLUMN - 3BONE 1 4 TYP. 15 16 "D" MK;NORTH MK;NORTH 1 4 TYP. 1 4 TYP. SECTION "D" CP1 CP2 CP3 1 4 TYP. 1 4 CP4 CP7(B.S.) CP6 CP7 CP7 CP3 CP4 13 16 @ ANGLE 0" CJP TYP. CP3 CP2 CP4 CP3 CP2 CP4 CP8 CP8 12 12ALL R O U N D TYP. CP4 (F.S.) CP3 (F.S.) CP2 CP4 (N.S.) CP3 (N.S.) a3 b3 a3 b3 CP8 CP8 TYP. 13 16 x 1 1 2 VETICAL SLOTTED ON HSS "C" CP7(B.S.) CP6 CP7 CP7 13 16 @ ANGLE CP7 CP7 3 COLUMNS E1 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM Reference Contractor Description Project Engineer Sheet Number Date Drawn By 44 WELD U.N.PAINT NO. DATE HOLES U.N. DESCRIPTION 52 48 50 51 49 47 46 45 40 43 42 41 39 38 37 35 36 34 33 31 32 30 29 21 25 28 27 26 24 23 22 20 19 18 17 16 15 14 BILL OF MATERIALS 12 13 11 10 6 8 9 7 2 5 4 3 1 LINE MARK DETAIL MRK. SHIP QUAN. DESCRIPTION LENGTH REMARKS 1. ALL PLATE & ANGLES A36 U.N.O 2. ALL BEAM A922 U.N.O 3. ALL HSS A500 GR. "B" U.N.O 4. ALL PIPE A53 U.N.O 5. ALL WELDS 1 4" U.N.O. GENERAL NOTES ONE SHOP COAT 1 1 16 E70-XX 3A ONE HSS8 x 8 x 5 16 39'-8 A500 GR "B" a3 ONE HSS8 x 8 x 5 16 1'-33 8 b3 ONE HSS8 x 8 x 5 16 6'-8 9 16 CP1 ONE PL 3 4 x 14 1'-2 CP2 ONE PL 3 8 x 12 1'-0 CP3 ONE PL 1 2 x 8 1'-0 CP4 ONE PL 3 8 x 31 2 1'-0 CP6 ONE PL 3 16 x 8 0'-8 CAP PLATE CP7 2 L6 x 4 x 3 8 0'-10 a2 2 3 4 0'-101 2 A307 CP8 2 PL 5 16 x 8 0'-8 MOMENT GUSSET 3B ONE HSS8 x 8 x 5 16 47'-2 9 16 A500 GR "B" CP1 ONE CP2 ONE CP3 ONE CP4 ONE CP6 ONE CAP PLATE CP7 2 a2 2 0 FOR FABRICATION1/25/2014
- 5. - COLUMN - 4AONE CP1 1 4 TYP. 1 4 1 4 TYP. 1 4 TYP. 1 4 TYP. 15 16 13 16 x 1 1 2 VETICAL SLOTTED ON HSS SECTION "A" SECTION "B" SECTION "C" "A" "B" "C" - COLUMN - 4BONE 1 4 TYP. 15 16 "D" MK;NORTH MK;NORTH 1 4 TYP. 1 4 TYP. SECTION "D" CP1 CP2 1 4 TYP. 1 4 CP5 CP7(B.S.) CP6 CP7 CP7 CP3 CP4 CP4 (N.S.) CP3 (N.S.) 13 16 @ ANGLE CP5 CP2 CP3 CP2 CP4 CP2 TYP. 13 16 x 1 1 2 VETICAL SLOTTED ON HSS "C" CP7(B.S.) CP6 CP7 CP7 13 16 @ ANGLE CP7 CP7 4 COLUMNS E1 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM Reference Contractor Description Project Engineer Sheet Number Date Drawn By 44 WELD U.N.PAINT NO. DATE HOLES U.N. DESCRIPTION 52 48 50 51 49 47 46 45 40 43 42 41 39 38 37 35 36 34 33 31 32 30 29 21 25 28 27 26 24 23 22 20 19 18 17 16 15 14 BILL OF MATERIALS 12 13 11 10 6 8 9 7 2 5 4 3 1 LINE MARK DETAIL MRK. SHIP QUAN. DESCRIPTION LENGTH REMARKS 1. ALL PLATE & ANGLES A36 U.N.O 2. ALL BEAM A922 U.N.O 3. ALL HSS A500 GR. "B" U.N.O 4. ALL PIPE A53 U.N.O 5. ALL WELDS 1 4" U.N.O. GENERAL NOTES ONE SHOP COAT 1 1 16 E70-XX 4A ONE HSS8 x 8 x 5 16 47'-2 9 16 A500 GR "B" CP1 ONE PL 3 4 x 14 1'-2 CP2 ONE PL 3 8 x 12 1'-0 CP5 ONE PL 1 2 x 12 1'-1 CP6 ONE PL 3 16 x 8 0'-8 CAP PLATE CP7 2 L6 x 4 x 3 8 0'-10 a2 2 3 4 0'-101 2 A307 4B ONE HSS8 x 8 x 5 16 47'-1 9 16 A500 GR "B" CP1 ONE CP2 ONE CP3 ONE PL 1 2 x 8 1'-0 CP4 ONE PL 3 8 x 31 2 1'-0 CP6 ONE CP7 2 a2 2 0 FOR FABRICATION1/25/2014
- 6. 12 12 TO P & BO TT. 1 4 TYP. 1 4 TYP. 13 16 - HSS BEAM - 5AONE SECTION "A" 1 4 TYP. 1 4 TYP. - HSS BEAM - 5BONE 12 1 1 16 12 12 TO P & BO TT. 12 1 1 16 "A" TYP. 12 21 8 12 21 8 1 4 TYP. - HSS BEAM - 5CONE - BEAM - 5DONE 3 16 TYP. 3 16 3 16 BT. PL TO HSS TYP.2 - 6 "A" TYP. 11 4 3 13 4 3 13 16 SECTION "B" 13 16 13 16 3 16 BT. PL TO HSS TYP.2 - 8 3 16 2 - 8 3 16 TYP. 3 16 1 4 TYP. "B" TYP. CONFIRM AND VERIFY GATE LOCATION WITH LADDER LOCATION - BRACES - 5F8 - BRACE - 5GONE 12 21 8 3 4 TYP. 3 4 FIELD VERIFY 13 16 13 16 P1 P2 P2 P1 P1 P2 P2 P4 (8 REQ'D) P4 b5(FS) c5 P4 P5 P6 P3(CTRD) (12 REQ'D) 3 8" BT. PL 3 16 BT. PL TO HSS TYP.2 - 6 P7 (9 REQ'D) P7 P3 1 4 TYP. 3 - 6 1 4 3 - 6 f5(BS) 9 16 9 16 g5(BS) 3 8" DRILL & TAP 5 BEAMS E1 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM Reference Contractor Description Project Engineer Sheet Number Date Drawn By 44 WELD U.N.PAINT NO. DATE HOLES U.N. DESCRIPTION 52 48 50 51 49 47 46 45 40 43 42 41 39 38 37 35 36 34 33 31 32 30 29 21 25 28 27 26 24 23 22 20 19 18 17 16 15 14 BILL OF MATERIALS 12 13 11 10 6 8 9 7 2 5 4 3 1 LINE MARK DETAIL MRK. SHIP QUAN. DESCRIPTION LENGTH REMARKS 1. ALL PLATE & ANGLES A36 U.N.O 2. ALL BEAM A922 U.N.O 3. ALL HSS A500 GR. "B" U.N.O 4. ALL PIPE A53 U.N.O 5. ALL WELDS 1 4" U.N.O. GENERAL NOTES ONE SHOP COAT 1 1 16 E70-XX 5A ONE HSS16 x 8 x 5 16 22'-111 2 A500 GR "B" P1 ONE PL 1 2 x 31 2 1'-0 P2 ONE PL 1 2 x 81 2 1'-41 2 5B ONE HSS16 x 8 x 5 16 30'-6 3 16 A500 GR "B" P1 ONE P2 ONE f5 2 L21 2 x 2 x 3 8 30'-0 P4 8 L3 x 3 x 1 4 1'-0 b5 ONE 3 8" BT. PL x 161 2 30'-0 5C ONE HSS16 x 8 x 5 16 3'-41 4 A500 GR "B" P4 ONE P5 ONE PL 3 8 x 71 2 1'-0 P6 ONE PL 3 8 x 9 1'-0 c5 ONE 3 8" BT. PL x 165 8 2'-81 4 g5 2 L21 2 x 2 x 3 8 2'-81 4 5D ONE W16 x 57 35'-6 7 16 A992 P3 12 21 2 0'-73 4 a5 24 3 8 JS-600 P7 9 PL 1 4 x 5 0'-5 d5 ONE 1 4" BT. PL x 101 2 35'-3 7 16 5F ONE L3 x 3 x 1 4 5'-1011 16 5G ONE L3 x 3 x 1 4 6'-211 16 < FIELD BOLTS > 12 0'-21 2 A325SC 4 0'-21 4 A325SC 4 3 4 0'-101 2 A325SC 18 3 4 0'-13 4 A307 0 FOR FABRICATION1/25/2014
- 7. - BEAM - 6AONE 3 16 ANGLE TO BM TYP. 2 - 8 3 16 2 - 8 SECTION "A" - BEAM - 6BONE 3 16 2 - 8 3 16 2 - 8 SECTION "B" TYP. 1 4 TYP. "A" TYP. "B" TYP. 3 8 DRILL &TAP - BEAM - 6CONE "B" TYP. - BEAM - 6DONE "B" TYP. 3 4 TYP. 3 4 C LIP 11 2 11 2 12 21 8 TYP. 1 4 1 4 TYP. 1 4 1 4 SECTION "C" - BEAM - 6FONE "B" TYP. "C" - BEAMS - 6G2 3 4 TYP. 3 4 C LIP 11 2 11 2 TYP. 1 4 1 4 TYP. 1 4 1 4 SECTION "D" "D" "D" "D" "D" 11 4 3 11 4 3 13 16 13 16 13 16 P3(CTRD) (6 REQ'D) P3(CTRD) (4 REQ'D) P3(CTRD)P3(CTRD) P8(NS) P9(FS) P8(NS) P9(FS) a6 P8 P9 P9(NS) P8(FS) P9(NS) P8(FS) b6 P3 a6 c6 c6 b6 P8(NS) P10(FS) P8 P10 d6 d6 P3 (FS)(CTRD) (3 REQ'D) f6 f6 6 BEAMS E1 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM Reference Contractor Description Project Engineer Sheet Number Date Drawn By 44 WELD U.N.PAINT NO. DATE HOLES U.N. DESCRIPTION 52 48 50 51 49 47 46 45 40 43 42 41 39 38 37 35 36 34 33 31 32 30 29 21 25 28 27 26 24 23 22 20 19 18 17 16 15 14 BILL OF MATERIALS 12 13 11 10 6 8 9 7 2 5 4 3 1 LINE MARK DETAIL MRK. SHIP QUAN. DESCRIPTION LENGTH REMARKS 1. ALL PLATE & ANGLES A36 U.N.O 2. ALL BEAM A922 U.N.O 3. ALL HSS A500 GR. "B" U.N.O 4. ALL PIPE A53 U.N.O 5. ALL WELDS 1 4" U.N.O. GENERAL NOTES ONE SHOP COAT 1 1 16 E70-XX 6A ONE W16 x 31 23'-3 A992 P8 2 PL 3 8 x 3 1'-3 P9 2 PL 3 8 x 41 2 0'-7 1 16 a6 ONE L5 x 3 x 1 4 23'-3 6B ONE W16 x 31 23'-3 A992 P3 6 21 2 0'- 73 4 P8 2 P9 2 b6 ONE 1 4" BT. PL x 101 2 23'-3 6C ONE W16 x 31 8'-10 A992 P3 2 c6 ONE 1 4" BT. PL x 101 2 2'-3 P8 ONE P10 ONE PL 3 8 x 41 2 0'-1115 16 6D ONE W16 x 26 8'-10 A992 P3 4 d6 ONE 1 4" BT. PL x 101 2 8'-10 6F ONE W16 x 26 5'-2 A992 P3 3 f6 ONE 1 4" BT. PL x 101 2 5'-2 6G 2 W10 x 12 9'-63 4 A992 < FIELD BOLTS > 40 0'-21 4 A325SC 8 3 4 0'-2 A325SC 0 FOR FABRICATION1/25/2014
- 8. - CHANNELS- 7A4 - CHANNELS- 7B2 - LADDER - 7CONE DETAIL #1 GRIND SMOOTH 1 1 16 @ PL 1 2" FIELD VERIFY FIELD VERIFY FIELD VERIFY a7 a7 b7 (5 REQ'D) f7 f7 3 4 TYP. 3 4 1 4 TYP. d7d7 d7 - ANGLES- 7D12 13 16 7 ROOF CHANNELS AND LADDER E2 WHEELER & GRAY CONSULTING ENGINEER 1 / 6 / 2014 WM Reference Contractor Description Project Engineer Sheet Number Date Drawn By 44 WELD U.N.PAINT NO. DATE HOLES U.N. DESCRIPTION 52 48 50 51 49 47 46 45 40 43 42 41 39 38 37 35 36 34 33 31 32 30 29 21 25 28 27 26 24 23 22 20 19 18 17 16 15 14 BILL OF MATERIALS 12 13 11 10 6 8 9 7 2 5 4 3 1 LINE MARK DETAIL MRK. SHIP QUAN. DESCRIPTION LENGTH REMARKS 1. ALL PLATE & ANGLES A36 U.N.O 2. ALL BEAM A922 U.N.O 3. ALL HSS A500 GR. "B" U.N.O 4. ALL PIPE A53 U.N.O 5. ALL WELDS 1 4" U.N.O. GENERAL NOTES ONE SHOP COAT 13 16 E70-XX 7A 4 MC12 x 31 19'-01 2 7B 2 MC12 x 31 18'-21 2 7C ONE LADDER a7 2 PL 1 2 x 21 2 8'-6 LF b7 5 1'-63 4 WITH GRIP MATRL d7 2 PL 1 2 x 113 8 1'-3 f7 2 ELLIS GRAB SAFE WELD ON GBS-CMP(BUY OUT) 7D 12 L6 x 4 x 3 8 0'-8 < FIELD BOLTS > 24 3 4 0'-2 A307 0 FOR FABRICATION1/25/2014