HomeMy WebLinkAboutEngineer's Framing LetterSTUDIO M ENGINEERS, LLC
STRUCTURAL CONSULTANTS
RIFLE
COLORADO 81650
970-366-8690
DRAFTED BY: MJB
DESIGNED BY: MJB
DATE: 2.11.25
SCALE: AS SHOWN
1127 SCUTTER LANE
MURILLO RESIDENCE
SHEET:
1.A
ELEVATION DETAIL
3/8" = 1'-0"B
5"
4
E
Q
S
P
A
C
E
S
=
7
'
-
3
"
3-9. 1/4" LVL HEADER
SIMPSON
HH6 EA. END
1/2" DIA. THRU
BOLTS (CARRIAGE
HEAD CONFIGURATION)
@ 22" O.C. (VIF) 5 BOLTS
PER COL MIN
ADD KING
STUD
ADD KING
STUD
DOOR / WINDOW OPENING
STUDIO M ENGINEERS, LLC
STRUCTURAL CONSULTANTS
RIFLE
COLORADO 81650
970-366-8690
DRAFTED BY: MJB
DESIGNED BY: MJB
DATE: 2.11.25
SCALE: AS SHOWN
1127 SCUTTER LANE
MURILLO RESIDENCE
SHEET:
2.A
1/4" GAP
TIGHT
FIT (GLUE)
JOIST
FLANGE
WIDTH
WEB
STIFFENER
THICKNESS
NAILING
REQUIREMENTS
EIGHT
8D NAILS MIN
(DRIVEN FROM
EITHER SIDE)7/8"2. 5/16"
1"
PROVIDE 12" LONG
WEB PACKOUT
N/S + F/S IN
THIS MEMBER
WEB PACKOUT @ PENETRATED BCI
NOTES:
1. WEB BACKER BLOCKING SHALL BE CUT FROM STRUCTURALLY RATED
OSB OR PLYWOOD PANELS
2. BCI MUST BE SECURLY FASTENED TO FLOOR SHEATHING W/ TOP-
DOWN 8D NAILS @ 6" O.C. MAX SPACING.S
CINCH
ASSEMBLY
TOGETHER
TYP.
PERSPECTIVE DETAIL
NO SCALE A2
4" DIA. DRYER
DUCT HOLE EXISTG 11. 7/8"
BCI 6000 1.8
AT 16 IN. ON CENTER