HomeMy WebLinkAboutEngineer's Framing LetterGarfield County, ColoradoC
STRUCTURAL SCOLORADO
•ENGINEERING SERVICES•
C
S
C S
•DATE• •ISSUED FOR•
Project # 20-169
Drawn By G. Heller
Checked By M. Arbaney
P-970 .349.5922 F-970.349.5926
315 Bellview, Unit F
P.O. Box 2544
Crested Butte, CO 81224
www.ColoradoStructural .com
•COLORADO STRUCTURAL , INC.•
2/21/23
7/28/22 Building Permit SetLot-28 Ironbridge Subdivision2/21/23 Revised Stair Location2/S1.0S1.2
MAIN FLOOR
FRAMING PLANMAIN FLOOR FRAMING PLAN
S1.2 1/4" = 1'-0"
1 N
T. Plywood
100'-0"
T. Slab
99'-9 3/4"
Notes:
Columns not called out on plans are to be (1)-2x6, or (2)-2x41
Column below
Interior bearing wall
Column above
Column above &
below
2 For TJI 210 joists use ITT2.1/11.88 top flange hangers, or IUS2.06/11.88 face mount hangers
11 7/8"TJI 210 @ 16" o.c.
11 7/8"TJI 210 @ 16" o.c.
11 7/8"TJI 210
@ 16" o.c.
11 7/8"TJI 210 @ 16" o.c.(3)-9 1/2"LVL(3)-9 1/2"LVL(3)-9 1/2"LVL(2)-2x6PT
(4)-2x6PT
(4)-2x6PT
(2)-2x6 W10x68 w/ nailerW10x60 w/ nailerW10x54 w/ nailer11 7/8"LVL11 7/8"LVL
Embed
plate
MIT11 .88 MIT11 .88
MIT11 .88
T. Plywood
100'-0"
T. Slab
99'-9 3/4"
11
S1.02/S1.02/S1.0(4)-2x6PT
10
S1.0
GARAGE
REC .
ROOM
MUD ROOM
Plywood over 2x
treated sleepers @
24"o .c. over slab
CRAWLSPACE
STAIRWELLMECH.
BEDROOM 4
BATH 3
T. Slab
99'-6"
T. Slab @ Door
99'-2 3/4"
T. Slab @ Door
99'-3 3/4"
Embed
plate
11
S1.0
(5)-2x6
Concrete
Header
Concrete
Header
4
S1.0
Crawlspace
opening no
header required
Poured flat @
New location for W10x60 w/ nailer18'-6 1/8"8'-2 7/8"
1/2" plate to be bolted to wall with (4)-3/4"
expansion bolts w/ 5" min. embedment spaced
8" apart min . T-plate on end of beam may be
welded to 1/2" plate w/ 1/4" fillet weld . Also
provide (6)-2x4 below beam to top of slab
1/2" plate to be bolted to wall with (4)-3/4"
expansion bolts w/ 5" min. embedment spaced
8" apart min . T-plate on end of beam may be
welded to 1/2" plate w/ 1/4" fillet weld . Also
provide (6)-2x4 below beam to top of slab