HomeMy WebLinkAboutLA176053 Updated Plan PagesI hereby certify that this plan, spec, or report wasprepared by me or under my direct supervisionand that I am a duly licensed (#52200) PE(Structural) under the laws of the State of MN. ____________________________________4-Dec'19Simpson PortalFRM w/ (2) HDU2(See BP300)LSL (1.35E) 3½" x 11¼"BP100
18" LGTH of PNL
3/4" TRIM
NOT TO SCALE
EXTENT of HDR w/ DBL PORTAL FRM (ONE BWP)
for DBL PORTAL
2'-18' FINISHED WIDTH of OPG
HTPONY WALL10' MAX HT12' MAX TOTAL WALL HTMIN 3" x 11¼" NET HDR (STL HDR PROHIBIT'D)
IF ½" SPACER IS USED, PLACE on BACK-SIDE of HDR
FASTEN SHTG to HDR w/ 8d COMMON or GALV
BOX NAILs in 3" GRID PATTERN as SHOWN
MIN DBL 2x FRM'G COVER'D w/ 3/8" MIN THK WSP
w/ 8d COMMON or GALV BOX NAILs @ 3" o.c. in ALL FRM
(STUDs, BLKG & SILLs) TYP
(2) SIMPSON HDU2 w/
(1) ⅝"ø THREADED ROD and (6) ¼" x 2½"SDS EA
TENSION STRAP per TABLE 602.10.6.4
(on BS of OPG, OPP SIDE OF SHTG)
IF NEEDED, PNL SPLICE EDGES SHALL OCCUR OVR & BE
NAIL'D to COMMON BLKG wi/ MIDDLE 24" of the PORTAL-LEG HT.
ONE ROW of 3" o.c. NAIL'G is REQ'D in EA PNL EDGE.
MIN DBL 2x POST (KING & JACK STUD).
# of JACK STUDs per TABLES R602.7(1) & (2).
FASTEN KING STUD to
HDR w/ (6) 16d SINKERs
FASTEN TOP PL to HDR w/
2-ROWs of 16d SINKERs
@ 3" o.c. TYP
MIN 3/8" SHTG
WD STRUCT PNL
(WSP)
TYP PORTAL FRM CONSTR
WOOD STUD WALL BENEATH
LSL (1.35E) 3½" x 11¼"
SIGURD
ENGINEERING LLC
www.sigurdengineering.com
Richfield, MN
(612) 396-4992
STRUCTURAL
I hereby certify this plan sheet, spec, or
report was prepared by me or under my
direct supervision & that I am a duly
Licensed
under the Laws of the State of
SCALE
12/4/19
2:39:20 PM
1/2" = 1'-0"
Project: 19.090
Johnston Residence
BP300
Portal FRM
Erik S Lund
16686 Dynamic Dr
Lakeville, MN 55044
(#52200) PE (Structural)
MN.
# Revision Date