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4-134 PROPERTY
LINE
• 0 SECOND FLOOR PLAN
0 p A /1457-200ii -
753 5W ,44--PER Sr
i
■ Client: L = Length of indi vidual wall 1 , = Hf + Hs }
TIM R P roject: Lt= Total length of wall along gridline Lt
Proj. #: La= Length of moment arm in wall (if
FROELICH different than wall length)
Date: hu = Height of upper wall
C ONSULTING b hl= Height of lower wall Ms= [Hs(hl +hu +1) +If(hl)]x L
y' Hf= Horizontal force at gridline Lt
i ENGINEERS , !NCi Hs = Horizontal force at gridline from upper •
level Mu = [Hs(h1) + Hf (h1)] x L
V = Unit shear in wall Lt
Upper Level Shear Walls and Holdowns Ms = verturning moment when upper wall is
stacked above lower wall 2 L 2
Mu = Overturning moment when upper wall is Mr = 3 � (Rtrib x RoofDL)(Wtrib x Wa11DL)(Ftrib x F1oorDL) 2 —
not stacked or does not exist
Roof dl: 15 psf Rtrib, Wtrib, Ftrib =Roof, wall, and floor
Wall dl: 10 psf tributary area, used for calculating dead load Tu= Mu— Mr Ms— Mr
Mr = Resting moment due to dead load La Ts —
Resisting
Floor dl: 10 psf Tu = Tension if walls not stacked
Ts = Tension if walls stacked
Wall L Lt La hu Hf V Mu Rtrib Wtrib Ftrib Mr Tu Comments Holdowns Shearwall
Grid (ft) (ft) (ft) (ft) (1b) (plf) (lb *ft) (ft) (ft) (ft) (1b *ft) (lb)
1 2.75 12.75 2.75 8 2232 175 3851 4 8 0 353 1272 MST37 6/12
1 7.25 12.75 7.25 8 2232 175 10153 4 8 0 2453 1062 MST37 6/12
1 3.25 12.75 3.25 8 2232 175 4552 4 8 0 493 1249 MST37 6/12
2 12 24.5 12 8 4119 168 16140 4 8 0 6720 785 6/12
2 12.5 24.5 12.5 8 4119 168 16812 4 8 0 7292 762 6/12
3 4 8 4 8 1887 236 7548 4 8 0 747 1700 MST37 6/12
3 4 8 4 8 1887 236 7548 1 4 8 0 747 1700 MST37 6/12
A 6.5 18 6.5 8 2976 165 8597 8 8 0 28'17 889 6/12
A 11.5 18 11.5 8 2976 165 15211 8 8 0 8817 556 6/12
B 16 16 16 8 2976 186 23808 4 8 0 11947 741 6/12
` r
FROELICH
CONSULTING
ENGINEERS INC
MAIN OFFICE ❑ CENTRAL OREGON ❑
6969 SW Hampton Street 231 SW Scalehouse Loop, Suite 101
Tigard, Oregon 97223 Bend, Oregon 97702
503.624- 7005/503.624 -9770 FAX 541.383- 1828/541.383 -7696 FAX
MEMORANDUM
Date: 4 -6 -05
To: Steve Lucas
Company: Legend Homes
A, WS.
Job Name /Number: Wittenberg,3 @ Hambach (04 -T219)
From: Todd Nagele
Comments:
This is in regards to the window added above the master bathroom tub at grid -line A. See
attached plan and shear wall calculations. The shear wall lines in grid -A stay the same with NO
shear wall callouts.
S ICAUC TUp q
4,0 PROFe '
kV• l
�aINE, A ` Sa , 'o2
gar 454
A NMArAirli—
• :� r�
I EXPIRES: 121y0.5