HomeMy WebLinkAboutBLD03-232-ENG.PDFSINCE 1979
WHITLEY ENGINEERING, INC.
JOEL E. WHITLEY , P.E.
P.O. BOX 653 OAKBORO. NC 28129
PH. 704485-8250
FAX 704-485-2182
P & N Homes
9641 Parkton Rd.
Charlotte, N. C. 28215
RE: Somerset Subdivision
3906 Granite Street
Lot #6
Edwards Residence
61P 2663 - 23 2-
Wind Load Construction Notes - Rear family room wal oNL%l
1. Plane 2x6 LVL sting studs in wall for full height, number and bcation as stated in
this narrative. Place a total of four (4) full height studs between each of the three (3)
slots of windows and two (2) full height studs on the outside of the outer windows.
Nail all plies together with 16d nails at 8" vertical centers for full height of wall. The
additional LVL studs will require the headers to be cut back between the windows
while removing excess jack studs under header ends. Two (2) jack studs will remain
under each header end after jack removal.
2. Attach ends of LVL studs to wall plates similar to the original construction.
3. Keep 2x10 #2SYP headers butted tight to king studs at all window and door
openings. Support headers with number of two (2) 2x6 #2SYP jack studs at an
locations.
4. Tie 2x10 header ends to LVL king studs on both sides of wall with two (2)
Simpson T49 tie plates stacked one over the other centered about the beadensted
connection on both sides of the wall. Nail per the manufacturer's recossmendations.
S. Remaining portions of the walls beyond headers and king studs described abode
should be 2x6 42SYP studs at 9"center to center spacing ifnweing between meads
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