Latrobe Physical Archive Plans: Details of Bridging and Column Connections

2005·0.21 MB·English

o■osf* 12 50-0 50’—0
00 \
CD * 1- 0\ 24—5^ 24-5^ 25-0 25-0
1 ! (SYMM.. UN. NTD.) ' (SYMM,. UN. NTD.)
CHORD BRIDGING CHORD BRIOGING
(1) ROW DIAGONAL BRIDGING i1’-6&
Purlin Mk. Purlin Mk,
Sidewall Girt—{
Fig. Brace Long Bay Purlin Web Long Bay Purlin Bridging Layout (LEFT END BAY) Long Bay Purlin Bridging_Layout (1NT BAY)
(Typ.@ Girt Elev.
50-0
-\
l/2"0 A307 U-Bolt 24-03g 24-038 1- m
1 : (SYMM.. UN. NTD.)
Long Bay Purlin
Soldier Rafter
Bottom Chord
.I
Section—Hxl (4) ROWS HORIZ. BTTM. Ml-llfe
CHORD BRIDGING
See Shipper or Erection Drawings For Size & Length. (1) ROW DIAGONAL BRIDGING >5%
long Rny Purlin Connection At Low Side Soldier Column
El
Purlin-Mk,
Long Bay Purlin Bridging Layout (RIGHT END BAY)
Wall Panel
Member Screws
at 12” O.C. Jamb
Masonry
NQTF: THE UNDERSIGNED IS
(not by Mettalic) NOT THE ENGINEER OF RECORD
Base Channel
FOR THE OVERALL PROJECT.
nsFr Taps1
APR.I DATE
I
oo
Base Flash
DRAWING STATUS REVISIONS
(BFL846)
Masonry □ FOR APPROVAL: NO. DATE DESCRIPTION BY CK'D metallic building company
(not by Mettolic) THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 01.31.05 FOR APPROVAL TVD RB
"PBA” Panel PFIUNRAPLO, SAEN DIS ATROE CFOONRF IRCMO NPCREPOTPUEARL INRTEEPRRPERSEETNATTAITOINO NO FO NTLHYE. PRTOHJEEICRT 0 6/02/05 FOR CONSTRUCTION GM TVD 7Z3IP0 1 77F0A4IR1V IEW HO(7U1S3T)O N4,6 6T-E7X7A8S8 • P.O. BZOIXP 7470234308
DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE
□ CONSIDERED AS COMPLETE. description GENERAL DETAILS
FOR PERMIT:
SIZE SEE BUILDING DESCRIPTION SHEET Cl
THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL
IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY customer TRINITY CONTRACTING, INC. PREMIUM MOLDING
DRAWINGS ISSUED " FOR CONSTRUCTION ” CAN BE CONSIDERED AS
COMPLETE. LOCATION LATROBE, PA. CAD by TVD
Masonry Wall Masonry Wall
FOR CONSTRUCTION: DRN. BY CK'D BY DATE SCALE JOB NO. PH BLDG. DESC. SHEET NO. ISSUE
E2 E5 FINAL DRAWINGS. NONE 2705-221276 (ALPHA) E8 of 8 0