Latrobe Physical Archive Plans: Columns and Braces

2005·0.26 MB·English

Main Frame Reactions at Lines: 3 to 21 See Anchor Bolt Plan See Anchor Bolt Plan
1-0
NOTE: © Masonry Wall
All reactions ore shown in Kips (Not By Mtl. Bldg. Mfg.) 4*2 .li (Not By Mtl. Bldg. Mfg.) Steel Line
A negative value, indicates
T
opposite direction 1 1
Front SW Back SW -
Hor +
Mom + Mom +
4.0 K
S0L1DER COLUMN REACTIONS 4y
Condition Grid Ver Hor Mom -4-
i i
DL A 4.7 0.8 0.0 O
DL C.5 11.0 0.0 0.0 AT LINE ”1" AND LINE "11’ Y -V- o
DL F 9.2 0.0 0.0
DL H.5 11.0 0.0 0.0
DL K 4.7 -08 0.0
4” 4" 3” 1 3”
DL + LL + a A 22.2 4.1 0.0
8 6"
DL + LL + CL C.5 55.3 0.0 0.0
DL + LL + a F 45.8 0.0 0.0 Base Plate Detail Base Plate Detail Base Plate Detail
DL + LL + CL H.5 55.3 0.0 0.0 A. Bolts 3/4”0 Base PL Thk. 1/2” A A. Bolts 3/4”0 Base PL Thk. 1/2” B A. Bolts 3/4” 0 Base PL Thk. 3/8”
DL + LL + CL K 22.2 -41 0.0 AT UNE "I” ONLY
ENDWALL COLUMN REACTIONS
0-11 1/4"
DL + $L + CL A 32.0 6.0 0.0 O'-11 1/4"
DL + SL + CL C.5 80.2 0.0 0.0
DL + SL + CL F 66.4 0.0 0.0 (No/B/—y MMatls. oBnrldyg .W Mallf g.) I /-Masonry Wall
DL + SL + CL H.5 80.2 0.0 0.0 I / (Not By Mtl. Bldg. Mfg.)
DL + a + CL K 32.0 -6.0 0.0
0.6*DL + WLL A -10.6 -6.1 0.0
0.6*DL + mi C.5 -21.4 0.0 0.0
0.6‘DL + WLL F -14.5 0.0 0.0
0.6«Dl + WLL H.5 -13.6 0.0 0.0
0.6*DL + WLL K -3.1 -5.0 0.0
0.6*DL + WL2 A -5.4 -7.5 0.0 (E) Width
Clear Opening
0.6*DL 4 WL2 C.5 -9.5 0.0 0.0 6.0 K
0.6*DL 4 WL2 F -43 0.0 0.0 SET AT TOP OF MASONRY
0.6*DL 4 WL2 H.5 -1.7 0.0 0.0 ELEVATION^ 4'-4 A.F.F.
0.6*DL 4 WL2 K 2.1 -3.6 0.0 6.4 K 6.4 K QTY. I.D. Width Remarks
0.6*DL 4 WLR A -3.1 5.0 0.0 8 0 8'—0 SHOP LOCATE
0.6*DL 4 WIR C.5 -13.5 0.0 0.0 ONE 0 12'-0 SHOP LOCATE
BRACING REACTIONS
0.6*DL 4 WLR F -14.5 0.0 0.0 8 0 7’-4 SHOP LOCATE
0.6‘DL 4 WLR H.5 -21.4 0.0 0.0 (@ SIDEWALL) Base Plate Detail Base Plate Detail Framed Opening Framed Opening
0.6'DL 4 WLR K -10.6 6.1 0.0 A. Bolts 5/8”0 Base PL Thk. 1/2’’ A. Bolts 5/8”01 Base PL Thk! \J? Bolts-' ~5/S'r0 ~ Base PL Thk. 1/4” Base Detail
0.6*DL 4 WR2 A 2.1 3.6 0.0
0.6*DL 4 WR2 C.5 -1.7 0.0 0.0
0.6*DL 4 WR2 F -43 0.0 0.0
- Q.6*DL 4 WR2 H.5 -9.5 0.0 0.0
0.6*DL 4 WR2 K -5.4 7.5 0.0
DL 4 0.75*11 4 0.75*WLL 4 CL A 8.8 -1.4 0.0
DL 4 0.75*LL 4 0.75*WLL 4 CL C.5 26.0 0.0 0.0
DL 4 0.75*LL 4 0.75*Wa 4 CL F 23.9 0.0 0.0
DL 4 0.75*11 4 0.75*WLL 4 CL H.5 31.9 0.0 0.0
DL 4 0.75*LL 4 0.75*WLL 4 CL K 14.5 -6.9 0.0
DL 4 0.75*SL 4 0.75*WLL 4 CL A 16.2 0.0 0.0
DL 4 0.75*SL 4 0.75*WLL 4 CL C,5 447 0.0 0.0
DL 4 0.75*Sl 4 0.75’WLL 4 CL F 39.3 0.0 0.0
DL 4 0.75*SL 4 0.75*WLL 4 Cl H.5 50.5 0.0 0.0
DL 4 0.75‘SL 4 0.75*WLL 4 CL K 21.8 -8.3 0.0
DL 4 0.75*LL 4 0.75*WL2 4 CL A 12.7 -2.5 0.0
DL 4 0.75*LL 4 0.75*WL2 4 CL C.5 349 0.0 0.0
DL 4 0.75*11 4 0.75*WL2 4 CL F 31.6 0.0 0.0
DL 4 0.75*11 4 0.75*WL2 4 CL H.5 40.8 0.0 0.0
DL 4 0.75*11 4 0.75*WL2 4 CL K 18.4 -5.8 0.0
DL 4 0.75*SL 4 0.75*WL2 4 CL A 20.1 -1.1 0.0
DL 4 0.75*SL 4 0.75*WL2 4 CL C.5 53.6 0.0 0.0
DL 4 0.75*SL 4 0.75*WL2 4 a F 47.0 0.0 0.0
DL 4 0.75*SL 4 0.75*WL2 4 a H.5 59.4 0.0 0.0
DL 4 0.75*SL 4 0.75*WL2 4 CL K 25.7 -7.2 0.0
DL 4 0.75*11 4 0.75*WLR 4 CL A 14.5 6.9 0.0
DL 4 0.75*LL 4 0.75*WLR 4 CL C.5 31.9 0.0 0.0
DL 4 0.75*LL 4 0.75*WLR 4 a F 23.9 0.0 0.0
DL 4 0.75*LL 4 0.75*WLR 4 CL H.5 26.0 0.0 0.0
NOTE: THE UNDERSIGNED IS
DL 4 0.75*11 4 0.75*WLR 4 CL K 8.8 1.4 0.0 NOT THE ENGINEER OF RECORD
FOR THE OVERALL PROJECT.
DL- 4 0.75*SL 4 0.75*WLR 4 CL A 21.8 8.3 0.0 TMI TaFFT
DL 4 0.75*SL 4 0.75*WLR 4 CL C.5 50.5 0.0 0.0 APR.DATE
DL- 4 0.75*SL 4 0.75*WLR 4 CL F 39.3 0.0 0.0
DL' 4 0.75*SL 4 0.75*WLR 4 CL H.5 44.7 0.0 0.0
DL 4 0.75‘& 4 0.75*WLR 4 CL K 16.2 0.0 0.0
DL 4 0.75*11 4 0.75*WR2 4 CL A 18.4 5.8 0.0
DL 4 0.75*LL 4 0.75*WR2 4 CL C.5 40.8 0.0 0.0
DL 4 0.75*LL 4 0.75’WR2 4 CL F 31.6 0.0 0.0
DL 4 0.75*U 4 0.75*WR2 4 CL H.5 34.9 0.0 0.0
DL 4 0.75*LL 4 0.75*WR2 4 CL K 12.7 2.5 0.0
DL 4 0.75*SL 4 0.75*WR2 4 CL A 25.7 7.2 0.0
DL 4 0.75*SL 4 0.75‘WR2 4 CL C.5 59.4 0.0 0.0 DRAWING STATUS REVISIONS
Dl 4 0.75*SL 4 0.75*WR2 4 CL F 47.0 0.0 0.0 □ FOR APPROVAI : NO. DATE DESCRIPTION BY CK'D metallic building company
DL 4 0.75*SL 4 0.75*WR2 4 CL H.5 53.6 0.0 0.0
THESE DRAWINGS. BEING FOR APPROVAL, ARE BY DEFINITION NOT A 01.30.05 FOR APPROVAL TVD RB
DL 4 0.75*SL 4 0.75*WR2 4 CL K 20.1 1.1 0.0 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR
PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 0 3/14/05 FOR CONSTRUCTION (AS PER C.O.# 1) Ed GM 7301 FAIRVIEW • HOUSTON, TEXAS • P.0. BOX 40338
DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE 1 6/02/05 REV. FOR CONSTRUCTION GM IVU ZIP 77041 [phone] ZIP 77240
□ CONSIDERED AS COMPLETE. description BASE IE DETAILS
FOR PFRMIT:
THESE DRAWINGS. BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL SIZE SEE BUILDING DESCRIPTION SHEET Cl
IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER TRINITY CONTRACTING, INC. OORW NER PREMIUM MOLDING
DRAWINGS ISSUED “ FOR CONSTRUCTION " CAN BE CONSIDERED AS ■PROJECT...
COMPLETE. LOCATION LATROBE, PA. CAD BY TVD
FOR CONSTRUCTION: DRN. BY CK'O BY DATE SCALE JOB NO. PH BLDG. DESC. SHEET NO. ISSUE
FINAL DRAWINGS. NONE 2705-221276 (»u>k«) F2 of 2 1