HomeMy WebLinkAboutB15-0208_S401_1479324480.pdf11 5/8"
4"
3" 1'-0"
3" 3" 3"
8"
2" 2"
3" 2"
2" 2"
3" 2"
3/4" = 1'-0"
SECTION 1
W.P.
SIMPSON L90
EACH SIDE
2X10 FASCIA
6"-18 GAGE X 1 5/8"
METAL STUD AT 1'-4"
ATTACH TO L4X4X1/4 WITH
(3)-#12 TEK SCREWS
6"-18 GAGE TRACK
BETWEEN L4X4
HSS RE: PLAN 1/4" X 4" X 8" STEEL PLATE
EACH SIDE WITH (2)-3/4" Ø
THRU BOLTS
L4X4X1/4 AT 4'-0"
(WELD TO HSS BEAM)
WOOD BEAM RE: PLAN
6"-18 GAGE TRACK
X CONTINUOUS
ROOF SHEATHING
RE: PLAN
2X4 (TYPICAL) RE: PLAN
RE: PLAN
1 1/2" = 1'-0"
SECTION 7
3/4" = 1'-0"
SECTION 2
3/4" = 1'-0"
SECTION 3
3/4" = 1'-0"
SECTION 4
RE: PLAN
SHEATHING
RE: PLAN
RE: PLAN
2X4 AT 1'-4" (MAX.)
RE: PLAN
ROOF SHEATHING
RE: PLAN
2X6 WOOD STUD
WALL RE: ARCH.
VL BEAM RE: PLAN
2X JOIST RE: PLAN
SIMPSON FACE
MOUNT HANGERS
WOOD BEAM
RE: PLAN
2X4 RE: PLAN
ROOF SHEATHING
RE: PLAN
VL BEAM RE: PLAN
SIMPSON FACE
MOUNT HANGERS
WOOD BEAM
RE: PLAN
EXISTING BUILDING
RE: PLAN
RE: PLAN
RE: PLAN
(VERIFY)
RE: PLAN
RE: PLAN
SHEATHING
RE: PLAN
NEW BLOCKING
AS REQUIRED
EXISTING 2X8 FLOOR
FRAMING (VERIFY)
2X10 PLATE WITH 1/2" Ø BOLTS
AT 2'-0" STAGGERED
1/4" STIFFENER AT
4'-0" ONE SIDE
STEEL BEAM
RE: PLAN
WOOD JOIST
RE: PLAN
SIMPSON FACE
MOUNT HANGER
SOLID BLOCKING
WITH 1/2" Ø BOLTS
AT 2'-0" TOP AND
BOTTOM
RE: PLAN
3/4" = 1'-0"
SECTION 5
RE: PLAN
EXISTING CMU
WALL (VERIFY)
LEDGER RE: PLAN
2X4 RE: PLAN
ROOF SHEATHING
RE: PLAN
WOOD BEAM
RE: PLAN
EXISTING 2X8 FLOOR
JOISTS (VERIFY)
1/4" STEEL PLATE AT
4'-0" EACH SIDE
STEEL BEAM
RE: PLAN
3/8" X 4" X 8" PLATE AT
4'-0" WITH 3/4" Ø X 4"
(EMBED) EXP. ANCHOR
(IN GROUTED CELL)
3/4" = 1'-0"
SECTION 6
VL BEAM
RE: PLAN
3/8" STEEL PLATE SADDLE
WITH (3)-3/4" Ø THRU BOLTS
RE: PLAN
RE: PLAN
SLOPING WOOD BEAM
RE: PLAN
1/4" STIFFENER EACH
SIDE AT CENTERLINE
OF VL BEAM
STEEL BEAM
RE: PLAN
L8X6X7/16 X 0'-8" WITH
3/8" STIFFENER
(WELD TO BEAM AND SADDLE)
RE: PLAN
RE: PLAN
1/4
(2)-3/4" Ø BOLTS
STEEL BEAM
RE: PLAN
3/8" SHEAR PLATE AT
CENTERLINE COLUMN
PROVIDE 1/4" CAP PLATE
FOR HSS COLUMN
SHEATHING AND
WOOD FRAMING
OMITTTED
HSS COLUMN
RE: PLAN
NOTE - THIS IS TYPICAL STEEL
CONNECTION - ALL HSS BEAM
TO COLUMN CONNECTIONS TO
BE FULL PENETRATION TOP
AND BOTTOM.
3/4" = 1'-0"
SECTION 8
3/4" = 1'-0"
SECTION 9
12
RE: ARCH.
RE: PLAN
1/4" X 8" SADDLE WITH
(2)-3/4" Ø THRU-BOLTS
AND (2)-5/8" Ø X 4" LAG
BOLTS
WOOD BEAM
RE: PLAN
WOOD BEAM
RE: PLAN
ADDITIONAL
FRAMING OMITTED
RE: PLAN
12
RE: ARCH.
ADDITIONAL
FRAMING OMITTED
WOOD BEAM
RE: PLAN
1/4" X 6" SADDLE WITH
(2)-3/4" Ø THRU-BOLTS
AND (2)-5/8" Ø X 4" LAG
BOLTS
NOTES:
1. RAFTER BEAMS MAY BE SINGLE
SPAN OR CONTINUOUS.
2. AT OFFSET BEAMS PROVIDE
BEARING FULL WIDTH.
.
.
.
.
.
.
.
.
.
PROJECT
NUMBER:
PROJECT DATE:
SHEET TITLE:
SHEET NUMBER:
06.16.2015
FOR CONSTRUCTION
S401
GORSUCH
RESTAURANT
ADDITION
06.16.15
SECTIONS
263 EAST
GORE
CREEK
DRIVE,
VAIL, CO 81657
REVISION DATE
11/16/16