Parkside Commerical Center 10904 57th St NE (6) BIG PLANS1 191-011
0)
M
04
E
0
E
E
0
0
IL
45
E
0
C
Q)
Ll-
(2) 2x6 TOP —
BEARING PLATE
FULL HEIGHT
STUDS, SEE
JAMB SCHEDULE
2x6 0 16" O.C.-
ROOF FRAMING PLAN
HEADER @ OPENING,
SEE PLAN
< BEARING STUD, SEE
JAMB SCHEDULE
TYPICAL JAMB
TYP. (3) 2x6 STUDS AT
EACH CORNER FOR
GIRDER TRUSS BEARING.
HEADER SCHEDULE
MARK
SIZE
Hl
(2) 1 3/4 x 11 7/8 L.V.L.
H2
(2) 2xl 0
H3
DOUBLE 9-1/4". L-V.L. I
JAMB SCHEDULE
MARK
NO. 2x6 STUDS
FULL HEIGHT
BEARING
il
1
1
J2
2
2 1
J3
2
3
NOTE:
1. TYPICAL JAMB SHOULD BE J2, U.N.O.
2. REFER TO DETAIL 2/S2 FOR
FOR ADDITIONAL INFORMATION.
:2x OR PLYWOOD BLOCKING TO
'BE COORDINATED W/ GENERAL
�CONTRACTOR, TRUSS MANUF.
-& ENGINEER
NOTE
ALL EXTERIOR WALLS SHEATHED
'WITH 15/32" O.S.B. FASTENED
NTH 10d NAILS AT 6" O.C. MAX.
TYPIrAl TRI P:�C� RRr,. DFTAIL
5-c-roll
1128 SIBLEY MEMORIAL HIGHWAY
MENDOTA HEIGHTS, MN 55118
PHONE 651-HSH-9H55
PAX 651-H5H-5086
ENGINEER CERTIFICATION:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPER\ASION AND THAT I AM A DULY
UCENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE
OF MINNESOTA.
SIGNATURE
BERNIE STROH
PRINT NAME
LICENSE NO.
06.03.05
DATE
LU
0
Z.c
LLI
L.0
U
oil.
<
rV
U
.0
<
(10mo
<
CL
LU
0
Structural
Engineer: BERNIE S.
Drawn By.
PAE
Checked By. BS
Revisions
04.05.05
CHECK SET
06.03.05
ISSUED :
ROOF FRAMING
PLAN AND
DETAILS
Sheet Number
Pro ect No. 041027-1