HomeMy WebLinkAboutEngineer DesignSTUDIO M ENGINEERS, LLC
STRUCTURAL CONSULTANTS
111 EAST 3RD ST. #202
COLORADO 81650
970-366-8690
DRAFTED BY: MJB
DESIGNED BY: MJB
DATE: 10.14.2022
SCALE: AS SHOWN
MOON RESIDENCE
SHEET:
2.A
DBLE STUD
EA. END OF
PANEL
END OF HEADER
BEAM
HEADER
(TRIPLE)
NOTES:
1.SEE SHEATHING NOTES ON S1.0 FOR SHEATHING TYPE. THICKNESSES AND ADDITIONAL SHEATHING
SPECIFICATIONS.
2. FASTEN SHEATHING TO HEADER W/ 8d COMMON NAILS WITH 3" GRID PATTERN.
3. FASTEN TOP PLATE TO TOP OF HEADER W/ 2 ROWS OF 16d (0.131" DIA.) NAILS AT 3" O.C.
4.NAIL SHEATHING TO STUDS AND BLOCK'G W/ 8d (0.113" DIA.) NAILS AT 3" O.C.
5. PANEL SHALL NOT EXCEED 10'-0" IN HEIGHT (B.O.SILL PL TO TOP OF T.O.PL).
6.DETAIL OCCURS AT EACH END OF ADJACENT OPENING.
6.SHEATHING EDGES SHALL OCCUR WITHIN 24" OF MID-HT. OF WALL.
7.MSTC40 WHEN OPENING WIDTH IS EQUAL OR LESS THAN 16 FEET. STRAP CENTERS ON BTM OF
HEADER. BEND STRAP OVER DBLE TOP PL. AS REQUIRED, VIF.
DBL TOP PLATE
LAP AS SHOWN
16" MIN WIDTH
(24" FOR 2 STORY
BLDG). DO
NOT EXCEED 24"
BTWN STUDS.
6-16d FACE
NAILS, KING
TO HEADER
PANEL
STRENGTH
AXIS
CUT-AWAY
VIEW OF
FRAMING FOR
INFORMATIONAL
PURPOSES ONLY
WOOD PORTAL FRAME PFG RE: IRC 2015 FIG. R602.10.6.3 BPERSPECTIVE
SEE NOTE 7 BELOW
FOR STRAP SPEC.
SIMPSON
HDU2
2 THUS