Specifications (62) tI1-( S 2 SC✓ ,S‘c2 41?
E
HORN CONSULTING ENGINEERS LLC '''p'''''•''��
Structural Calculations:
Project: MHNW-17-24 ,.
Date: 12/14/17 x E d $
Project: New House:
Mission Meadows Lot 8 3145A Garage Right DEC 1 8 2017
CITY OF ilG RD
Subject Sheet#'s BUILDING DIVISION
Lateral Loads L1 —L5
Framing F1 — F2
Footings FTG-1
sikV) P"Op
,��I I P FF�!io
r 5131" P �' y
r r
0 EGON
9
/D J. NO
Expires: 6-30-19
The following calculations are for lateral wind and seismic engineering and gravity loading of the beams and columns. All retaining wall designs should be verified
by the geotechnical engineer of record prior to construction. Failure to do so invalidates their design. The design is based on information provided by the client who is
solely responsible for its accuracy. The engineering represents the finished product. Discrepancies from information provided by the client invalidate this design.
Horn Consulting Engineers shall have no liability(expressed,or implied),with respect to the means and methods of construction workmanship or the actual materials
used in construction.
Horn Consulting Engineers shall have no obligation of liability,whether arising in contract(including warranty),Tort(including active,passive,or imputed negligence)
or otherwise,for loss or use,revenue or profit,or for any other incidental or consequential damage.
CAPITAL PLAZA SUITE 133 9320 SW BARBUR BLVD. • PORTLAND, OR • 97219
PHONE: 503.892.5782 • EMAIL: DAVE@HORNCP...COM
LI
Hc
. , E
HORN CONSULTING ENGINEERS LLC
New House: MHNW-17-24
Code Basis of Design: 2014 O.S.S.C. and 2014 O.R.S.C.
Wind Loading: Per ASCE 7
Fig 6-2
See attached elevations for wind loading breakdown per level.
120mph 3-sec gust Exp B.
The mean roof height of the house
h = 26' approximately.
I..... -
11110
---,54;.•s, 401:-....4.11111.
Ilk
,...•_... Irlit,}"
Direction N''A End Zones iii -- th.4
iiipialf"'SS'
Illit— ilit ipPr 4
105' it
.c....P0
1,---1....-771FRS
Direction
2a
End Zones
Note:End zone may occur et eche corner of the
building.
a = .10*40' =4.0'
or for h • 26'
a = .4(h)I, .4(26') = 10.4'
a must be larger than .04(40')= 1.6' or 3'
a =4.0' controls
Therefore:
2a = 8.0' see Fig 6-2 ASCE 7, and Figure above.
CAPITAL PLAZA SLATE 135 9320 SW BAREUR BLVD. • PORTLAND, OR • 97219
PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM
_ ___
H-C L�E
HORN CONSULTING ENGINEERS LLC
Seismic Loading: D1 seismic design category per O.R.S.0
SDS= .72, R =6.5, W=weight of structure
V= [1.2 Sos/(R x 1.4)]W
V= .095W
Roof Dead load = 15 psf
Exterior Wall Dead load = 12 psf
Interior Wall Dead load = 8 psf
Floor Dead load= 12 psf
Seismic in Front to Back:
Wr= [.095(47')(15+6+4)] = 111.6pIf < 160.4plf therefore, wind governs.
W2 = [.095(50')(12+12+8)] + 111.6plf= 263.6plf< 307pIf therefore, wind governs.
Seismic in Side to Side:
Wr= [.095(40')(15+6+4)] =95ptf < 159.9ptf therefore, wind governs.
W2 = [.095(40')(12+12+8)] + 950= 216.6pIf<302.6ptf therefore, wind governs.
Redundancy Factor= 1.0 per ASCE?section 12.3.4.2
CAPITAL PLAZA SUITE 135 9320 SW BARBUR BLV. • PORTLAND, OR • 97219
PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM
L3
Hf
HORN CONSULTING ENGINEERS LLC
Roof Diaphragm:
Left Wall Line Back Wall Line
P = (0.1604) klf x 20' = 3.2k P = (0.1599) klf x 22.25' = 3.6k
V = P/(28.75)' = 112pIf Type A WaII V= P/(15.75)' =226p1f Type A Wall
Mot= 13.8kft Mot = 12.2kft
Mr= 13.7kft Mr= 3.9kft
T= 0.0k No HD Req'd T= 1.4k Type 8 HD
Right Wall Line Front Wall Line
P = (0.1604) klf x 20' = 3.2k P = (0.1599) kit x 28.25' = 4.5k
V= P/(36)' = 89ptf Type A Wall V= P/(20)' =226p1f Type A Wall
Mot= 8.4kft Mot = 5.6kft
Mr= 8.7kft No HD Req'd Mr= 1.2kft
T = 1.6k Type 8 HD
2nd Floor Diaphragm:
Left Wall Line Back Wall Line
P = (0.1466) klf x 20' + 3.2k= 6.1k P = (0.1427)(14.5)+(0.0386)(9)+3.6k =6.0k
V = P/(30)' = 2040 Type A Wall V= P/(20)' = 301 plf Type A Wall
Mot=28.1kft Mot = 12.0kft
Mr= 13.7kft Mr= 2.4kft
T= 1.1k Type HD T=2.4k+ 1.4k= 3.8k Type2HD
Right Wall Line Wall Line @ Back of Garage
P = (0.1466) klf x 20' + 3.2k= 6.1k P = (0.1427) klf x 22.25' = 3.2k
V= P/(28)' = 2190 Type A Wall V= P/(25.5)' = 125p1f Type A Wall
Mot= 23.0kft Mot= 31.8kft
Mr= 8.7kft Mr= 54.5kft No HD Req'd
T = 1.4k Type 1 HD
Front Wall Line
P = (0.1427) klf x 13.25' +4.5k =6.4k
V = P/(6.5)' = 9830 Type E Wall
3x Sill Req'd
Mot = 29.5kft
Mr= 1.4kft
T = 9.4k + 1.6k = 11.0k Type 6 HD
CAPITAL PLAZA SUITE 135 9320 SW BARBUR BLVD. • PORTLAND, OR • 97219
PHONE: 503.892.5782 • E>IAIL: DAVE@HORNCE.COM
1
I .ski .1J
J iitei
1 1. VA blot
,1
.g .Si .0
/* 4'6$) a ( ),4 Z ; 'TM I Izini
5.41) Z %2 i°? Z
;
I
y i. L hts '`1
7
. (t. * ,10 /.°°.#1.1°...14°°. ' -414/''''' 1:11117 /
.0000.0". i� 4,651= M
Afrille ME
i
41*, 411 .A1 = (i
t-s' ZV 01 _V x
lot 41'Sf ° 11.-Xs-z)-i„,:.52, 4,1111
1
I
•iii .hi 15
gai 1.efil C 4.142 4'512 t
_ _ .9 .1a .9
.../ •/
� e.b.00), _<'-•ilz `" mil 1.11.4
iv)
tiYm 111111,i1:-.7-
--
ti,
" __ 1�• i. .4 i
/lid
111:.L-1-
� gm 1•mis mmol isoN !� m � '1 ■emores
Al . . !I /
lel nazi warm ►.. - ;,t:iiiAraminai II
ii 4i .
„iowle .
r► wr �Iru
fan
11•11111, iiiiimiionmer MEM 111111114.rAdi
or".yip -��� Ell irr� �►�-;1 i KAM
aMIN
�► vim is nal ,
Ih.iiiiiippli.
/ .11'. 111.11.1
..
1 Yta f / !
i •• i i■ •! •{4•/. 4
I.144.9 • • !4'
• a.4/■ a 4411 1 a..4 1 Oil / J/,//
4
"! a, 4,..11 ■; •4 ■ -....4,.■).ill
•
! •ar■
,fag_4,.,q
soy, s-t 8 -dog New Gel 6.
1
HC HORN PROJECT tok11Nw^.fl 1.1f.
SHEET C{
ECONSULTING . 1-I1H ,
ENGINEERS LLC SUBJECT rA-A `I/MT DATE BY hTyy
Z
Es La 1s� w* . .f�Lsati 0 A-0111
< • I4c -
F% •,n (117).11,. 0 1. 16 Si x I 4----'
1
no llityi '
En L- 10 w; . .c 00411714. .!1 .9jk 0 4 (-L) t 0%41441
Fs r.1►'1 6. 1i, y 7.311. GL."Lt OM?) -4----
ro a)0(I.j Zc • F•34
1:0k
MIf.., t' ‘y s . .S'. (a/Is'-, . .."14`11 .1 q.
P* +.4-3(:,c) Ix 171 7
71;'1(3, ♦. +`•?(Bi L z 1.,.� \ \ \
fa- 43,
- 1 ki'r 1-N4745241
T 3 i )(Iflit) :-----
m 4 % W4 • .1LI,1Jt, 0CZ[ZIJr/1,t .•eir704/61 • 1,141.
I • 1
1\ -1. Z.Z�,
5;140.'2 • ,.l
r. IA ('') 4 1 ¢xb
G! p 1.1(.4% sh .2 S J. l,r�j~ 3.ri Pe 7.1 ..tit' 4,1. fit,
"( 2,..1.0 • + w'r
1302 SW BERTHA BLVD. • PORTLAND, OR • 97219
PHONF.: 503.892.5782 • EMAIL: DAVERHORNCI.COM
HE(..0n UKN PROJECT rV /w%I-11.2_f
CONSULTING SHEET Ft
ENGINEERS LLC SUBJECT 17-"HANi. DATE 1-(c -((�
BY Ad
13 G-- s w0 . 4 4-C(1)1,, % . 0,23''l, S 83
PI i0 •zz(c�i ? a.S' 1
At4a •0,9Q,tc� ,n
Z, wI 4x $ -
r‘o d .i'3(43 i a �1t
CE L-Pni yr•,eVi.(rsli 2I 4-611 4$4‘)J : ; 0.ciIV/
p . Tau .. .•4cC4 C) . t a.tKv/
i 02:341•
? • a.41*t 0 I'l 5..k rt.67) t 0-0461C At t _ .0
7,1 11' f4rt.
itt
of \ \ \
r- 1.1 .").%( e- ' 31, 1-(L Z , e 1,4,03 v t'
S31 ,a lc tin A[�
413 711 Ge- S yc 11,1/7-- •
bi k•
0 4. 3 Pw ,cw I{(#. is ^_ I?17;2
. z k
6.1 k ^I,c � 44�'in 1L1
l� 0 1 1 p •1'7��
b,t Cl.s� , I - 4r _
r' - - 1 - 4.(� r 1 411I
s1,1 Cn� = -70.4 i...,/
En A [.sI w'6 .a qS 114 4..„11191t ..x'-[114' 1.'1"11
Qty 1.1.11.1.
n, I.sa) (14syt -, .717 i.s‘` .f= 4 acIf.
.z1
AMP /.S s Q,K)
bc(44x- 1-1.6.'rb) :z 6".10 0 "1"--
A ` p Q,t)
1302 SW BERTHA BLVD. • PORTLAND, OR • 97219
PHONE: 503.892.5782 • EMAIL: DAve@HoleNcr.com
-r.CnM
C HORN
41i1Mr- j"�-•Z �}
CONSULTING f .SHEET h�'- I
E ENGINEERS LLC SUBJEPROJECT
CT l a+(y/�Il�s DATE '}•c -((�
By ATM
2
9 11 Po51� p,. 12,-1-r di. f,S 14° : g,! FA --• rill ° C * l'ili
,
~/ 3'.1415 OA L•A y
i
't.or
_ a Hz, r., ?.z* ' eV 4 8 f st",�>n1' e..,,, i' +
`1/ 344'S S 6M 4)I
1
K
4 151o, z s/ 6. �1 (,'��•t 4.2 i4, .--a. L w t ` ,
.®� �� I3
rte. ;..OLI S
t• keY
1302 SW BERTHA BLVD. • PORTLAND, OR • 97219
PHo?E: 503.892.5782 • EMAIL: DAVE@ HORNCF.COM