HomeMy WebLinkAboutMiscellaneous Plans 2005-1-20
.
:i-
.,
'r
.
CITY OF SPRINGFIELD
Development Services Department
Building Safety Division
Revisions to .
. . Residential Plan Review
JOB ADDRESS
7303 Forsythia St.
CITY JOB#: COM2004-00899
OWNER: Grass Roots Thinking
PHONE: 683-5625
CONTRACTOR: Sooner Const.
PHONE: . 521-7006
Items listed below (if any) and .those: marked in red directly on the approved permit
documents are incorponited into'this project in addition to any requirements appearing on
the construction plans and the City" standard document entitled "Single Family and Duplex
Construction Most Commonly Missed Itellls". A corresponding nUmber is marked on your
plans for any items listed belowwhere applicable.
.
All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code,
(1998 International One and Two Family Dwelling Code as amended by the State of
Oregon unless noted otherwise. A copy of this code may be obtained from the Building
Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986
Your signature on the Building Permit is an agreement that all items will be installed or
corrected, and that all work on this project will comply with applicable codes.
ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING
"SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF
SPRINGFIELD.
PLANS REVIEWED BY:
~fi-'L- >>! ~
PHONE: 7~ -362-3
1/2-0/65"
, /
The following Plan review comments are intended to complement or amend the
previous plan review comments that accompanied the building permit for the
above project Where a contradiction exists between these items and any items on
the original plan review commen~ these comment(sj shall prevail Whereas the
original plan review comments were numberect the following comments are
identified by letters of the alphabet
Review completed on
. .
A. All walls separating heated space from unheated space. including walls
located below grade, shall be insulated as mentioned in Comment #2 of the
original plan review comments. As a clarification, insulation is not required
for wall areas that are located comoletelv below the lowest insulated floor
of the dwelling. See the attached Oregon Office of Energy brochure for
basement wall insulation guidelines.
B. See attached handout sheet on Cripple Wall Requirements for the State of
Oregon. Where stepped cripple walls occur, and the height of the cripple
walls varies more than 4 ft., the requirements of Figure R602. 11.3, as shown
on the handout. shall apply.
C. Delete note # I of the original plan review comments, since no occupied
areas will have a concrete floor.
D. Ground under building shall be sloped to a low point, and an under floor
drain installed to provide positive drainage from the area under the
building. (R-311.4).
E. Provide minimum under-floor access opening of 18" x 24".
(R-409.2).
F. See attached handout drawing for foundation drain requirements.
G. Provide net free ventilating area not less than 1 square foot for each 150
square feet of crawl space area. One such ventilating opening shall be
within 3' of each corner. Vents shall be covered with minimum 1/4" and
maximum 1/2" corrosion resistant wire mesh. Provide a MINIMUM OF 3.75
Square Feet of total vent area. (R-409. J J.
.
I
.
'1
Oregon Residential Energy Code
,
f
August .1996 . NO.7
I(~
,---}
Basement Wall
Insulation Requirements
This pamphlet is one ill a series thar describes residellC;aI energy
conservation requirements oflhe Oregon One and Two Family
Dwelling Code and the Structural Specialty Code for Group R
buildings chree searies and less in height. Gther pamphlets in this
series may be oblained from local code aurhorilies or [rom Oregon
Building Codes Division.
Prescriptive insulation
requirements for basement walls
All prescriptive paths require basement walls to be
insulated to R-21.
The code also refers to basement walls as "bclow-
grade walls." Insulation for below-grade walls must
extend from the bottom of the above-grade subnoor to
the top of the below-grade finished Ooor. The entire
wall. including the rim joist area, must be insulated.
This is a significant change from previous energy code,
which required insulation only to 12 inches below
grade.
The energy code specifics required R-valucs, not
products. Any insulation product or combination of
insulation products that meets the installed R-value
requirement is acceptable. If a prescriptive path is used
for code compliance, only R~ and U-values in that
prescriptive path may be used. R- and U-values in one
path may not be mixed \Nith R- and U~values in other
paths. R- and U-value standards may be exceeded.
Basement wall insulation requirements apply only
to heated basements. For unheated basements, the floor
bctween the home and basement must meet floor
insulation requirements. If heating is latcr installed in
an unheated basement, wall insulation must be added.
Uncovered basement walls should be insulated with
fire-rated faced batts, not kraft-faced batts.
Section drawings or written specifications that
accompany the plans must indicate basement wall
R-value.
R.21 basement wall insulation options
Typically. the R-2l basement wall insulation re.
quirement is met by framing an interior finish wall and
installing R-21 high density batt insulation. The wall
frame may be 2x4 or 2x3. To keep insulation dry, the
wall frame should be held in from the concrete below-
grade wall so insulation does not contact concrete.
Exterior insulation placement and combinations of
batts and rigid foam board insulation are also accept-
able. If insulation is applied to the wall exterior, it
should be approved for below-grade use and protected
from damage above grade.
Figures 1 and 2 show basement wall insulation
options for exterior and interior insulation details.
Note that rim joists must be insulated.
Moisture protection for basement walls
Requirements for foundation drainage and damp-
proofing are part of the One and Two Family Dwelling
Code (305 and 306) and Structural Code (OSSC 1707 (d)
and 2911). Drawings show footing drains, damp-
proofing details and energy code requirements.
Other drainage systems may also be used.
~;
.,
't
,
Basemenl \Val/insulation Requirements
J
Figure I:
Interior basement wall insulation detail
.
.""S !
'~x / PLATE SEALANT
J"ijF/ R-21 RIM INSULATION
r""x' ~-- RIM SEALANT
,- / \
,", / \
/
\I >.iQ\
1\ rx(JI
g'.,1
C><j:;~ X
::~~:- ".>._,(~
CONCRETE " . C ----
FOUNDATION WALL ,,' ,:," C Q
~y
,~ 5x!
r __ j
->"''- ~
> ~:.J ',,-
i,_---......"":l
(:.:-~ "
l -. J -------
--=,
C>:I
eX"
l ~_J '
c:::::J ,
ro
.----.
.;;> ........._J
.......'-,
,~, )
fill" '>;-j ------~- PROVIDE 1 PERM VAPOR
:;OilF.-" . ~-::.J RETARDER
~Ih ( (;J
11~!ik' "~.' r'.>;
_cl I I;;:;L r ~--j
-~~~~I"', .' ~ ~~ C CONCRETE SLAB
01:1:::":1 I=:. ........... I.
~~~~~m~~~ ' . ~r~'U:~.j/~ :~:T:::EB~:::~
,ffiW~~~~ .' , ~jita~,i
. ,~~~< 'r " - '. ~~~f1fJ,~jf~~,,- GRAVEL BASE
'iIWl\~F" 4dA>":' ~!kmWffi1~[WTI!!cmJ!,
=til~.III:~.-,~,.;~.JJ. '" ." .' '--=!I!="',~"=-,
;=:!'I=:JI~!rl=i; ='ii=W' -"-:W::::, I=III=I!I= E:::I 1 1:....:- j'
Ii 1:0=1 i i=1 i == 11=111'=1 I H '-j I,'",': /'=. .1=111='1110=-'
cl'="='II=II'=1 ''-'''':=,"'7': ':':!'II=III'"=II=- -- COMPACTED EARTH
I -T:'J:iI!::-~'::=!:fi~'Ti~'J:~iTI!::.:ili::..:-jl'+:.=""'fl::-"
PRESSURE \
TREATED
MUDSILL
\
L.
(
\
\
"\ ' .
'.',,'
NON-PORUS
SILL SEAL AND
CAPILLARY BREAK
SPACE BETWEEN
INSULATION & CONCRETE
-': ,:=III=oII-":'m":'m~rr;~
': 1_=1' 1-=0111=1 11==1' '=1
., '=111=.' '=1 1 I=W::
''-:.OIII='lil=l,o=[ ,
-'0,1 i'j=lJ=W=
-.ilc~llIm-"
=,!:=II::
'1":'111=1 .
'11,== II::
TjibI[J1.. ^ .
~;II'.
"I?
;1i~
R-21 INSULATION, FROM TOP
OF ABOVE GRADE SUB-FLOOR
TO TOP OF BELOW GRADE
FINISH FLOOR
HEATED
BASEMENT
DAMP
PROOFING
<f<<~
r21-
t
.. y:
"',
Basement Wall Insulation Requirements
.
"
Figure 2:
Exterior basement wall insulation detail
PRESSURE
TREATED
MUDSILL
/).2 /--
::j~
,....-.,. r-
,>3,1/
, '~"/11
\", yi C!.~ ~-'l
" 1\ -;:;:::\
" 'Y": JI
FLASHING "n::--<:: Ij
" ~!l
PROTECTION ----.. fj~ ,/ , ~ '-"~
BOARD " . ,.
'" "/.
';<X
-"!~illrng:,W~~[~~ .. .
"1=[[=11 !'=II'jtz:<
"=OIIEII'- ,X.x
'~I~ff ~~~ij .'
Ie:: ;'0'.
~ITI>~;<
~ill ;<~:: ..' ~.
1= :-<>:
jill:::>: .
_'ij"* <>h
.~ {<.~~
11'.;'-'.;:
~t'x<>~
1,,'\;'/
=,-;-::.i
II <X) .
:= ~:>~> "
U-:>:;,I.
-./\./, .
r;TX;.;"".
-."',' ...~
.- <';-' ',....
1i ,/'" /:,' . "
= >~; , '. ,-- CONCRETE SLAB
iJ!0 '. /
"I~m~X; , .' ~'. [ ,w .f<.;/'.r----_-~ SLAB BASE (SAND)
=lli~!ll~D=ill <:?, ,.'
:111=1,.=W70III=. ,."Z MOISTURE BARRIER
.I=!II=III-'""," ';'<,: ..
;:I!i:n;~~~if~ <'X ' fJ!llt!tff!f!#/if/F.f;,.
II '_~~,p" QiJc ,1l~~~W~:iYest~.
".unll-~. < tji.,.... . jJ=;1.!.I~IIl=1.!.l=l!..=W=- '.~ GRAVEL BASE
'f]:!.olU~,~ ~, ' .' TI!!b~I,jj!!ow*Fillm~1
'-.ill;;;!.J.J;;'"'.o~, .... . =illc=W-~;:;-'
lijj~ffEMffWlI~ffi~frj1!t~lliITi="rn~ilg)mk!ffi!t1r'",
CII=II=ill=lli='1'=ill=II'=IIO::III=III='II=- '.-, COMPACTED EARTH
-:::J[~II ._ I:_III~JII:_ 1:..:.:III:.:..:.:IIr.:_II=III:-"
PLATE SEALANT
R-Zl RIM INSULATION
RIM SEALANT
,
,
\
,
,
.
"""
.' --.......
. "'---
.......
------ CONCRETE
FOUNDATION
NON-PORUS
SILL SEAL AND
CAPILLARY BREAK
WALL
DAMP
PROOFING
HEATED
BASEMENT
o
/~
/",-"
/
.~//
R-Zl RIGID INSULATION, FROM
TOP OF ABOVE GRADE SUB-
FLOOR TO TOP OF BELOW
GRADE FINISH FLOOR
,-,-:\.,
10,
I: 31:
"
~
~
..
Basement Wall Insulation Requirements
:
i
Information presented in this publication supports the
Oregon Residential Energy Code, or Chapter 13 of the.
1996 Oregon Structural Specialty Code. This publication
does not include all requirements of the code. Refer to the
code and check with your code official for additional
requirements. If information in this publication conflicts
with the code or your local officials, follow the require-
ments of the code and your local officials.
For more information about the new residential energy
code, call the Building Codes Division at 378-4133 or the
Oregon Office of Energy - 378-4040 in Salem or tOIl.free,
'.800.221.8035.
This publication was prepared by Bryan Boe, Oregon State
University Extension Energy Program for the Oregon
Building Codes Division. Illustrations are by Gene
Stevenson. Funding was provided by Portland General
Electric, Northwest Natural Gas, Pacific Power and Light,
Bonneville Power Administration, Cascade Natural Gas. WP
Natural Gas, and Idaho Power.
Uregon
~oo=~
.
BUILDING
CODES DIVISION
Oregon State University Extension Service offers educational programs,
activities. and materials - without regard to race, color. national origin, sex, or
disability - as required by Title VI of the Civil Rights Act of 1964 and Title IX of
the Education Amendments of 1972, and Section 504 of the Rehabilitation Act
of 1973. Oregon State University is an Equal Opportunity Employer,
@
COlllaim
1l'(TIkd
ma"rcrials
~I'~~;
14"
..
"
,
.
.
Cripple Wall Requirements in the
Oregon 2003 One & Two Family Dwelling Code
Cripple wall bracing. <;:ripple walls with a stud height exceeding 14-inches
supporting exterior or interior braced wall lines shall be braced with an
amount and type of bracing as required for the wall above with the following
modifications for the cripple wali bracing:
a) The required amount of bracing as determined for the wall
above shall be increased by 15 percent.
b) The maximum wall panel spacing shall be decreased to 18 feet
on center instead of 25 feet on center, as normally required.
Note: Cripple walls supporting three stories have. additional requirements.
.
Stepped foundations. Where stepped foundations occur the following
requirements apply:
a) Where the height of a required braced wall panel that extends
from the foundation to the floor above varies more than 4-feet,
the braced wall panel shall be constructed in accordance with
Figure R602.11 .3
b) Where cripple walls occur between the top of the foundation
and the lowest floor framing, the bracing requirements for an
additional story shall apply.
2x SILL PLATE \
I A
,.
WHERE FOOTING SECTION 'A"IS MORE THAN B FT..
SPLICE /PROVIDE METAL TIE 16 GA. BY 1.5 BY 4 FT. MIN.. EACH
. ~ SIDE OF SPLICE WI B-16d COMMON NAILS.
12FT.MIN.
.' 12- 2x PLATE . . I .
D ,
.. .. .. .. .. .... .. .,
l
;,
"
"
"
CONCRETE ____
STEPPED ~
FOOTING I
"
~~1'~:~
:: .Do ~ 2x CRIPPLE
I, . ;; STUD WALL
, '"
"
11=]
"
"
r-'
"
, '"
"
, '"
"
'" ,
['/1/'\'''111,'\''111 \\.'.;:'1/
\\\~
. ,~/
'>"5/,
,>>/
FOOTING SECTION "A"
(f//\\""/I/\\."'I// \\\"1/1 \\"'/11 ,\\V//I' ~
" '\'I
//.
. \~/I '///\\\"'///"\"'// \W
00(
For 51: 1 inch = 25.4 mm, 1 foot ::I 304.8 mm.
Note: Where footing Section "A" is less than 8 feet long in a 2S feet total length wall. provide braCing ~t cripple stud wall.
FIGURE R602.11.3
STEPPED FOUNDATION CONSTRUCTION
I.,.
. ..:.;~j~ALC.~~IONS
. I BUILDING DESIGN . FIRE PROTECTION
COOE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
CUENT _&v2A~S ~C:Si"'
I
AIZ-L
"oF
, IS
Ih
SHEET NO.
CALCULATED BY.
DATE
, .
CHECKED 81,? 1- s '5
W.O. #
DATE
Engineering of Structure
Lot 93 Mckenzie Hills Subdivision
. Springfield
1998 osse
Oregon
Seismic Design Category D
Wind Speed = 100 mph (3 second gust)
Wind Exposure B .
. Snow Load = 25 pst.
Floor Live Load = 40 pst.
Root Dead Load = 15 psf.
. Floor Dead Load = 10 pst.
Wall Dead Load = 8 pst.
Minimum ShealWall Nailing and Sheathing = 6" o.c. Plywood Edges (P.E.), 12" o:c. Field,
y." CD Plywood or 7/16" OSB, 8d Nails
Minimum Root and Floor Diaphragm Nailing and Sheathing = 6" o.c. Boundary Edges and P.E., 12" o.c. Field
. . y." CD Plywood or 7/16" OSB, 8d Nails
Minimum Double Top Plate Splice = (8) 16d Nails
~HEET INDEX:
1
Cover Sheet
Ll-L8
Lateral Calculations
V1-V5
Vertical Calculations
Hl
Retaining Wall Calculation
1245 PEARL ST. . EUGENE, OREGON 97401 PHONE: (541) 484-9080
-,~~'"
'b.,...,....~/.;1
If;"! ,-_i,!~.":,,,.1
~~;n&~)j~',. ~
,-,J~
(:',. . r.
"1-' oJ. -- ~ i.", ~
(:> '!<:
'IN E \',\1..~
CLIENT GnA\[~'"
SHEET W' LI L6
CALCULATIONS fVr> qF 4/Jt(O?
CALCULATED BY DATE
'.' STRUCTURAL . "f2.,€J, ,\ 1. 100:;
BUILDING DESIGN' FIRE PROTECTION CHECKED BV '--CATE
CODE CONSULTANT. PlAN CHECKING //;Lt;J
CONSTRUCTION INSPECTION w.o..
LA~1ti<lL- {...O.qi)S:
W/NP l~
.
. ( 'n.)
VvWW : S".lplf ',(2.: "I.Ij,nf
L.!.vl.l; i".I",.C2:) "I) .,\pj(-
,.., .,... .
. I.o..wR; 1.lprf.( ~~): 16P~~
L l..J~' 7 1I'If ( '_;~) : e ,Lf'.
S/Wf11J<:': .
V: I.~ ~(~)
V~ /, ~C a~)Cl.V)
'" ./(.'1 '-.J
~:
V.
115"
~
...
l{
Ii
11.0
"'-'1 '
".
yO'
Tap FLoot'-
- - - - - <::;"lu.. -1..,....,:-
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
V,
ki.
v"
k:
~
V,,.
~~~
c.11;! :::-.L' ._:.,,.J:r
,~.~..,,:.>;i,,;o'~~'.").'"
,.,.~k~] ,
~V.i",.;...6
(;~~
'/~x.i
.
CLIENT
~JIU<J)J
, .
CALCULATIONS
l...2-
ro
, OF H?
DATE '" /If./ OJ
fZ.1." I)'" I oC-
D":.~ . .:>
I ~ Lq..t" .
SHEET N"
CALCULATED BY
smUClURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT. PLAN CHECKlNG
CONsmUCTlON INSPECTION
CHECKED,BY
W.O.#
f' Nt> /.J.\f ~I>J
v, c II...
WIND: .
A",: .')(I\..')(8) i 4."d~) ~ IOLfr'
A.....'O.
VW' (9.4 f"f...,,,~)(I(J"{r')' 11j6.{U, ~t.ONfJUKI
SeISMI~
. W' l'r/ff:. (/1.jC34) + 8"J& (c;)(24)" 7li'4@L(J
~" )848L1>r (.1<1) .. "iI ((.i,r
I. ~
\4~ V...
wiN!):
4~: 4'(/7') .: tS8,(~\o.
At<.: 6'( Ie'} : IC8..",.'
V...: f1.4/,rt"i 1i'''IP'~}.~B(,'j 4 (J,(pS~+~'''''5'')( loa Ft'")
· 2.J/'flI..!..' ~ CONT/l..OLS .
Se-ISl>1/c..:
W'
~~
IfffJf C18')C~I) -+ ctAsp-OJ)(e') ::- 77/4.(6.
'7 r:r \'i-U,
I (. /bl) : 8'16l~
.4
1245 PEARL ST.' EUGENE, OREGON 97401
TEL: (541) 484-9080
~/'~
0",1/.."
~. .-.1"~
~ r " '_' -:".~'l
"'". ;\11:~~"~;c.:f~,]1::r
,~;')1!"~L'~,,,]
:"i! j" \" ~- I ,.' ~
(<, 1,IU",LI..,0,
;,,10~:tt0/'
'INEI'.\
CLIeNT
I.:r'""
. .
CALCULATIONS
\..:.
. OF
. SHEET NO.
CALCULATED BY
N
STRUCTURAL
BUILDING OESIGN . FIRE PROTECTlON
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTlON INSPECTlON
CI:iECKEO BY
W.O.#
I;-Lg
v6: \.{
IN I "Ii)
A", ~ 8' l "..') ~ t:t6(r' ,:
V....~ "\.4p\~ t '1'Wt~ C <\66") ... 1l.J''lU,S ~a.oN'fl'1-a(...s
s tj tw)\<- .
w= I(}~S~('-(o' )l'....) ~ ~PI(.( 8'){........')" CJJ([41
v."O 6 sHli.s
\ .'.4 C\b') -: 7 ~ 6l~'
T()TI'Il.~ 144'1t16+ 1"ff.IUs : S,O?OLoJ
v.;
. ,
'wIND
A", : <d '(2..0) :: 1(,0(1'-
\.;(.~ I to!,. (9,4/)$" t'1."11>5") :1.448U,J1 cON~(.J
SEI ~i'11 '-".
L.v: / Op II. ("U') (, ...1< ") .. 9PCf U/)C'tfO} : 7360L6J .
lis ~ -1<>30 L6J (.1 bt)' . 8/8UJ
/,4
Tor;qL, L..'i4Bl6r + 2.JllJU~" 47G(bJ
-
1245 PEARL ST. . EUGENE, OREGON 97401
. TEL: (541) 484-9080
. DATE
L..B
/-lIlt/a]
IZ"" 1\ '3\ ..c:;
nA.TE
\tT~~
-,,*-.-..,).I:'~
c. '/1~~;r:;;~11
...I.....,'...)~
. ' .....~.".::.:.:...ti;.:.':-!:~
;::.. .. '. "
<'1; . - * ;::.0
"Ni:rS--'\'
.
CLIENT _
. -,
CALCULATIONS
. SHEET NO.
1-4
La
. OF
DATE 1.//1 6/0)
1211'" 'I.., lo~
~ DATE
i'fL&j]
CALCULATED BY
.0t>
STRUCTURAL
BUILDING OESIGN . FI~e: PROTECTION
CODE CONSULTANT. PlAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
W.O.#
'4
-wiND
A..",: '-1'(1...0') -I Lj'( 11'): /LJ'i3{,.....
All. -:. 6 'C,,) ': LfL.fT'l.
f) . (O~r
Vw: 14 M....( '1.4 t 15. ~) ,. 1.-(1...[,'- d. I> d."" ,,35'04(.&.
SEllrhj.t.;
\IV: /OY'SI' ("2..0') C......') t Pt,J!( (9') (I{I>( I /}PJr (2..4'}({, ,) -:: <J1j1.OL6J
v.- ~qLoLM . .
. S' _ . (.1&') ;- I/Hl61
. 1.4
TOTAL: '2..1ILjL!.r -/llfclliLw' f)'CtI"tLbJ
.'
11," v,,,
{,,;/lVO:
Av : '7' ( I ~ ') : '1 ~ f1"~
<.oJ"
A :::(f"(.n..'}=Q6/1'"
w.c..... .
/.\"1." 0
. . v""" '1et7).(q.~
. (J),~
.f. "76~/" (1j.'1) ::: IO/{j(j,f . .'
(Cf.'-I) :: l/eb(6$... rn~
rE7s!"i/L
w~ 'Lof,(/oPJI.) (1..4') + SJO-'f (Z.<t){8).. 6sst;UJ
L{"'- . ..&1:36L6s (./61) "','j({Hj
H '
'TOTAL: 3csCl.i,J J. 1/6'6Lbs :::4).(6((1
-
-
1245 PEARL ST. . EUGENE,OREGON 97401
TEL: (541) 484-9080
~o\t 'fir, "s
~'-l-..~_:1'
c ~:~1%J~~~t1\:I
~'~'" ."" "', '
!L.t,;.~,.,:...;..s'_......,
',-"
",-:, 1:nrJ.I'~'""G:~1~_7..v
'''I~~\>.:;j
QINE\:,\~
..
.
CLIENT
CALCULATIONS
SHEET NO.
J....<;
OF ~~
, .
DATE '41/(/01 . .
u", I\~I-~
DA~E.-,
/~-U,l
CALCULATED BY
.IVO
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT e"PlAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
w.o."
v, '. WAll I L-1)!.lL) Nat ~ C.o/VUI~N
II
v..:
..
WII\jP: ..
1\", ~ 4 ' ( '1--0 'J: 8t:> I'r'"
Vv~ "1.4 t I). "fNf- ( 'aOff).)' - j1.'Uf L(;J ~ co/l,/fR.b l.'
-
'~$Y"\IC.:
V;; ~ '100lb5 '
TDi'Au /2-1..l.f .(1.s + .1)8/'1lbs ~ 70'{s UJ
1245 PEARL ST.' EUGENE. OREGON 97401 TEL: (541) 484-9080
II/aIWIo..l
Load:
lJJhat Contrds? "rN or E~
PlateHUilht
Total Wd L."Lengtt\:
Total Ma of Openngs:
UnItShNr:
PerforatadDeslgn?(yorn):
II'JlI1.J../lIo
load:
What Ca'ltJOlS?(WOI'E):
Plato HeIght
TotaIWdUlel,engtI\:
Total AtII ofOpenlrvs:
UnIl.Shear:
PerfonIIldDfqn?(yorn):
..
WaJl.Uno..3
Load:
What Conlrob? (W or E):
PIaleH~ht
Total WaI LN Length:
Total AnlI of Opermgs:
Unit' Shear:
. Perloruted OeqJn? (y or n):
iIl'llII..LJ!lU
""",
'MlatCorWIs?(Wor.E):
PlatoHalght .
Total WalLlne L8n;th:
Total ArelofOpen/ngI:
UnIl:Shelr.
Perforated DeskIn? Iv or n\:
.
~~~:~RJa
".Ji~ft
:':!'~j.
~aqft
71"
"
"':'f!ll'1h
.\ 1-
~.,J6 ft
:,;,_,.3411
t'{j18;lqtt
62"
"
~311b1
trfw
:';]\8 tt ,
"1 J24 fl:
~. i'Y.
, ->;20 Illft
.116p1f
~ '231$1bI
'1""':
\'lr'W
"('.,.'eft
:f-2:ltt
~lqft
....
"
Sh~w.nlengths:
PlerDeslgn(yDfn):
ShearWalILengt/'Is:
PlerDoslgn(yorn):
Shoarw.aLenglhs:
PlerOeslgn(yorn):
ShearWaDLenglhs:
PIllrlJePln{lIorn'l:
V4ft
;:1~ ft
-t'_4ft
::.~ft
~ft
"
01..
(pi!)
'''o~q
^,l259\
US9::
:'l1~:;
i~~-;
u"",
(Ibo)
;a~
-64,
221'
Holdown
....
NOn'
None .
Nan.
1..'" I t.\3
'1 //6 /~
J .iOl.i;]
""-
....
None
Nan.
Nan.
01. - - """""
(plf) (Ibo) .... ....
~. . ~i,,,~.:=',]i ,~ None None
!- ~
,,' . ;,'259~ .21 None Nan.
. '.",...'
." . J~_~~." .-802 Nane Nan.
~" . ',.l'I \
t,t..,;"
::.: . ~
,1"4n
~," It
;{fI
f_""fI
2ft
"
;!."~ .
;~~'~ ft
r fI
,.~ ft
'.;:ft
01.
(pIf)
.',f.'100'
;:,'.0'
,~~.;.~
~~';iJ
;~,o. is:
"
01.
-'~-
~110:0r;
~~:
,,.-::J,. ~'
.'......r1
"
UpDft
(lbo)
390
792
"'Oown
R...
NOn.
~on~
Upaft
~)
'"
""""'".
Roo.
Nan.
. Andlor
Roq.
N"'"
Nan.
"""",.
Roo.
None
ro
~~., hlD'5
~
Load,
'MIst Controls? eN or E~
PlatoHIIght
Total WaD LN LeR;th: .
Total N8a of Openings:
UnItShui.
ferforatadDeslon?tvcrnk
~
Load,
Vv1\at Contn:lb? rN or E):
_lOll"
Total Wd.I.be\.en;1tl:
TotaiAreaofOpenlngs:
..... Shur.
Perfonllld Desbn?(Yotnl:
lI'aIl..UDo..Z
Load: .
'MIat CantrDls? CN or E):
Plate HeIght:
TotelWalLneLength:
Tol8I Atu of OpenIngs:
UnllShur.
Perform.! Deslan? (v or n\:
0/0 F'" ;.. 40
12-. '.,(,.
-r ." 1<a1Q r; I p,-.
WIIlJJll1.ll
Load,
What Conlrtlls? rN or E):
PlaIeHelDht
TotaiWal~Lsngth:
Total AretcAOpenngs:
tkIItShu:
Perforated Desbn?Iv orn't
Total Length otWalU\o:
Total AretofOpen&lgs:
AdJustecIShear.
Dead Load on WaD:
""""
Holdown ........'
Anchor Required:
:r3030,1b1
"".... k'
.""~.
...,....:.t. fl
#o{ .
:.:,,,."
~~sqft
178 pit
!;i3{}3(II1ba
r"tw
:;; ~',a ft
.'''~3<l ft
"OOaqfl
......
I'B
"
:~'.4,7~1la
'.J .'
J'f.l.'!f
~ :".. ~ 11
,'~~~~
'~aqft
". plf
,
'":5B19'1bs
'~.Yii
"'".,a1ft
""J
. ,,-.2~~ft
;-r, 2Sjsqft
306plf
24ft
26aqft
.83 plf
200plf
21071la
HlT1p-
#<
Shear WaULengtht:
P\erOeslan(YOI'nt
ShearWdLen;1hs:
<:,1
"'II
..,.1
If'
PlllrOeskJnlvornk
,0 i~A1'
Mlft .
.4ft'
~~
h4ft
~',5 ft
~ft
Ol
{P.!!'.
!$J.2!J1
<<32!s\-
'~ 325'{
7f,."I-"~'
J~??~
:ia;l;
,
lJpliII
{Ibs'
...
...
... .
882
Hold_
....
Noo.
Noo.
Noo.
Noo.
""">0'
....
Noo.
Non.
Noo.
. None
Ol UplJI\ Hold_ ^""'"
fP.1ti flb!I) .... Reo.
~~ '(325 "" """ Non.
:',3215" 138 Non. None
",~25.. ... None Hooe
~.'32i5", .... """. Nooe
;...:.;,.ft ~
\
1.'"1' ' .JJP~ r-;oQ~
n
.SheI1W.DL~n~:
~n(~ornl:
}!Tft
:~ fI
1/4 n
~{ft
Ji::ft
OL Uplift
(DIfl 11b11.
t,.';"41 2722
J;i~' ,"" 2722
;P,i
?~~:';~" 2722
;}:~~>
--
....
"""'"
_.
1l.1/b <.:r. '"
I?i> '.111'/0]
/q't.'53
(24.v. I hi" r
.
No l-to/-.O 0'-""'( ..e.~' /j
ShearWaBl.engths:
" PferOesk:m'(vorn\:
c "'fl"/'I 3<," et..
:n-/("A.. ~0<iNt)
'1 X "n.,.,~,"'<,.
7/. "'O~ I!. ~ .;.
'''' .
3""'~' rLIlC,."!-J'
""""IV'i.~
':! L-cOc.lc:..tC,I L
ITn
':7n
i5ft
:;tft
:;:i\
. DL Uplift
(pIf) nbs\
q",;;;'
U$J;_}.
;"-''l!\
'.,,,,\\.
ii-,~~~"
~';~~ ..
71. 4
II>
"
;. C, c.
Holdown AnCflor .
ROo. Reo.
O~"a
<6.,.(
l~ ",'t,~
""<>,1 L-j . \
.1:VOVl~
\ .
(IO'f~ 2.)-1' l'
Oi"'\.~ If ('O'l.O\(ClO) ~ 1-'3,' 10<>
~'"''' ,i..C c;."... 11.-lQ 't-1o\ 1('"1.<): "7'7-10
-,~~
~!~~~"I~
c. .' Jj.~'I\;!:,,4 .".H""'.f'::'~~'.' I!liF~:..c..;; '~.
~
-~-""c:
....,1' '.. _ _'.
'/iJ'. , ,""::
Of;\' I' 1',\'-
CALCULATIONS
smUCTURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT. PLAN CHECKING
CONSmUCTlON INSPECTION
WallJDAA
Load:
What Controls? eN Of E):
PIalaHelght
Total WaDUne length:
TotilAreaofcipeNng,:
UnIlShear:
~41~bs
~}');W
;;)e It
" 4Qft
(..,l;l.,
. .4t"llsqft
....,....
Shear Wd Lengths:
Perforated Deslgn?(yorn):
Pler~n(yorn):
"
!. WAII1nA1n.r.tlntn'ltB
.
l<,"
WhIl.Controlsicwor E):
. RateHelght"
Totl!llWaD~.Lengtll:
TotaIArualOpenlngs:
UnItShoar.
-..z-a'1bs .ShoarWallLengths:
_,:.t;W
~\'~'8 fl
:: '~4C It
-~,:'ilsqft'
..
Pernxated o..lgn? (y or n):
P1erOuJgn(yorn):
"
'!/!J1>lltl......11.~t"'mWo>Jl
Loed:
WhalConlrolS? (W or E):
PIaleHeIght:
TotaIW811 Line Length:
TotaIArellofcipenin:gs:
Unit Shear:
l't~:ij<, ~
~:;,,~/'
~~ .
f,q
~f.j.
F\;~-~1:'.Iaq ft
pIf
Shear WaD Lengths:
Perforatecl~n1(yorn):
.PIerDeslgn(yorn):
'vJ A L-L-
L-1...J1'i. I"Z...
/043
-
.D'
D
'::' SSe) It-I h
I~'" or~
,'"
~'i* ';. 11>41
€"l. ",-",-I~
~', '" ,c... f!h; ~
~...c..., C, ,ZA- ~t; a"f
+"1 t.. e ........~ " ~r
,>v,,~
CLIENT
C.~(1.A~ ;
/...-18
AI/L.
~oT5
SHEET NO.
.
OF
CALCULATED BY
DATE
CHECKED BY
, <;...c;."')
W.O.,
DATE
:"Kft
,'-",-
\F ft
,",'ft
L ft
~.
01.. UpDft. HoIdatm Anchor
(pIf) (lbo) Raq. Raq.
'2QOI! -HIJl NOlle None
:,f~
\';. ".~
...;'~.~
~
"
:;.:;rft
::~l ft
,", fI.
~.J fl
. 1: It
DL UpIll
(plf) (b)
~:'"4
~,~...,
'..../.,.
-"""'"
Raq. Raq.
"
01.. Uplift. HoIdO'M'l Anchor
(plf) (lbs) Req. Req.
:R' ft:}:~
.f' ft ~"q,tj;,
~.'~" ,;:l?;-,
:,~ ~ t. ~.{~~
;i;;.. .' \
"
L..'3
1'\/"'''
vPl,,1 f"',- =
c.." Q t\ - 'i:>==-C::;-Z"tOJ4..
~ ~ ~I{/(.
?I-\ bib
wi ssr~ "Z..~
1245 PEARL ST.. . 'EUGENE, OREGON 97401
TEL: (541) 484-9080
o It'" 1/..
-~~~l.;t~
c., . ',1""",::-0,'"",'1,
.J:"~:;l:J..:f.;';:;:.;.,
ii' I'c I"'" 'e:
ff' W:Q...illo..=.!?;.::..
<I-r,~\".
\'/1\'1:\;,\\
. , ....
CALCULATIONS
. STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT. PLAN CHECKING
. CONSTRUcnON INSPEcnON
2..lJl> Flit f7<i1f"'mG 9~i'W1S '-T 71> 1<"7
5P",,,,.jO'
L""'O: (6.,' + J.1')(5ot'1?) = t:jOO,J((: :.
v. 0 2)1"06 LIlJ
,....., .
V't~~ ~LlJ(.)Lb-G
. tJ(~.)(I~")(J.J')
1 ' : Ii!?,,,,"
""'.... 384 (\'~\/O~(:'r)
I % Ii ~., '1..." LvI.-. N.c....
0-lE''5I/.1'' '<"1'/,:" pI\... J
CLIENT
6/'L.
SHEET NO.
'JI
OF
.
'.. VS
t.llu/()j
,z.1t~. \ \.., \o~
CALCULATED BY
I""D
DATE
CHECKED BY
DATE
I J; l-t:jS
W.O.1f
S fAN il'
lDi!l>' (s.{' +1') (I5Wf..) , l./7"iPt.(
Input Data
Span:
Distributed Load:
Allowable Deflection:
f' '. ""'3ift
"~;"""jF",("''''r'
':~~~>"':""'1f~. .
j'",,,, -<t~", ,~"\.
.. ;."....}!7SJlblft
"L~~Q .
Fv=
Fa=
E=
. '". ,;. . ,'290 psi
('-~:,~i ~" ,,1.-,' ,,,<%.
.: ." .2900 psi
~d~ ';<:~,<i;')'.' .
'~200000:O psi
CO=
CF=
C-
,-
A,.,,=
S"",=
1"",=
in2
in3
in'
'-illjPlf (13')
Vf1'V\A':' _ z SO 'i/8U. !l"
. <..
'"fl,\Pll' ((l'>) .
/'l'1""" ~ ._~ ' = I OOJ'-ILt, -'*
. ','8
{14 " t 4~ /, Iff- ~j
1245 PEARL ST. . 'EUGENE, OREGON 97401
TEL: (541) 484-9080
oltT/;,.
I'~.'.c ;'.;~,:~t
'" :i~~~1'tl"
~:III~. :~
c,~~".
~
CLIENT
I c. __
SHEET N('\
CALCULAl'IONS
CALCULATED BY
STRUCTURAL
BUILDING DESIGN _.FIRE'PROTECTlON
CODE CONSULTANT. PLAN CHECKlNG
CONSTRUCTION INSPECTION
CHECKED BY
. W.O.#
'1 '/...' T3' U;<> P,<O!, ~ 11-" 0..,
Lu( PI LeAD €;I> 4' /...,
t-'-I'-f
Jm~
It
L
'10PLF
J,
~
J.
10'
"
".
p, G,"f'(qDPH) : 3l..lJp....r
+ 8,>1, (8') ~ ~iJl'~f"
~
CJ8'i (..4J
.[h7..=O '- 1)01";$(10')05') + 5<1"116J(,,\ - te,(/o)
R,-' L./ f}3PL('""
E-1"1,o 0 ~ R,( 10') - '5l>pf.;:{/o')(tj'j-J81 (ql)
It... ~ '106 L6/
/fI1"1""-' L.{O"~s&;,) -{;opuC6'X3') :./,J6U-('
G '/....,.'$1 t-<;, PIW',@ IV' 0..1.. .Ot- 7
L tv / {H 0 c..k..\ -v Cr- &::-r'-v{i::e:N J
1245 PEARL 8T. . EUGENE, OREGON 97401
V2.
/..:Tn..
floV
.'. DATE
/5ti11
TEL: (541) 484..9080
., '. "r
or ;,
'-i/WIIJ
DATE.
&~oJ, I hot oS
t. ~ '.
CALCULATIONS
STRUCTURAL .
BUILDING DESIGN. FIRE PROTECllON.
COOE CONSULTANT. PLAN CHECKlNG
CONSTRUCllON INSPECTION
t;rl'lv.-. l/To Flit ~~? .To
I'lu,- vr' p,,- 1...01:\0:
308l:ll6r
1-"-,
v
~ ~.
~ "l,"i'~
'(/NI, ~ 0';. (; (Jo8f4J - ~'>.l~' 'i)
R.. "- / "l qoLbj
U'1.L';.. 0 -:. 3,1'5 '(106 B(f,j) ~ ~ L q: 1)
'" '0 /1)8(.61
,
Mt'I'lX' 1"1'iol.\j o,q). 682.,\..(,-(;
[3'/1-" >i "It" 'psj
~/TCf1-'i I-IANc.t:.9
\
1245 PEARL 8T. . EUGENE. OREGON 97401
CLIENT
SHEET NO.
\J1
CALCULATED BY
~
CHECKED BY
W.O.#
/ t;Ltjl
&'1.-
"' . 'Ii C-
OF ':>
DATE" 4//(/&
DAT'- . /Z,,~. I I '> I "C;
<f ",," Tjl L'lO fA.oj@> 1..1.("'.(,
Sprt<.J .. Il'
L6ALl: /OCl;>1,C
v,:,,,,, 6'fOL6)
1>1""., ~ G., 1/3Lb' Ii
~60' -'-/!'''
".
L:;; '2..::: H 100)( H '~ ~ ::"0 Ct 0 0 )OrJ
1f'T JlIO' 9,,"/OlJ
b~ ,3"1 -<J/,-
""';""
n ~ I, t:J1 L.~" P'lo 8) '\..L," 0 . "'J
L Ci~ --.J
TEL: (541) 484-9080
CLIENT
6-12..
"4
.. '- ..
. < .
OF
SHEET Nr'
CALCULATIONS
CALCULATED BY
j/J.>o
STRUGTURAL .
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
DATE
/ 'iU;1
w.o.,
f>c"lY1 IN G-l\vVlG-c;
r
v.), 1 .l- i
% J/ J
1-
, /3' 'I II'
'.
" z... Lf '
t.J, ~ 10' ( q()Pt~) ~ '7uopU:'
Lv..' ') ( ?O ps..) t 4 e 1L'Lf ~ 7 n PlF""
p: , <;JOll:.s .
DATE
V')
Lt /I~/Q)
~tt.,J, I \ '1 \ D5
-
L-'.
I
~
".
0; u.,~ ~ 7J3w4- (1/ J.( '5." ') -f l"'iquL6j (1/) f 'io'tOLI (h') (I ).f)') - ~ 0... ')
R.' 7481Lbs. [1.....)(7 SR C;::cl07) .
(I'\~U: r1~lt,t.<). "I(jO(III)("~) - 11lid.JJ(tl') - 7J1PiI(lI'){lf:'J;)
(<.~. "iD?~ lb<, (J 'G S'Q r-OOT).
f'1...,~' 9bl,-C4J (/J') . 73J;J<'~( 'j,&jj{I"h ql); 0(J6l f::,- q
.,. . 600 ("i)L1.~')U"],\ \.-
"'n..;:~ ' ..J -: <--~oo I~
1&11 <'"1."'01)(.9')
+ 1'1,}0 (1.'11)Ll~ ...
= 6 06 I~
'is' (1. wo:) (. f} ') 3-"011-"1 @> -%(b-~7 "~ /,9 I, PSt...
-ZL" h....@ .e.-A.,...o '=- t1kt" >'/Gl"N~
v,", 7">" It" /Oil--
1245 PEARL ST.' EUGENE, OREGON 97401 TEL: (541) 484-9080
~/."
-~"~"'L~~t
Q. "]"""""'):"]'"
'.:~
"'.lilu.I,,:..I;..I;.,c;
'.I,~"
r;'NE\:,\\.
CLIENT 6-1'L
. . ." \/5 v';
CALCULATIONS SHEET Nr" .. OF';'
CALCULATED BY fri/ 4/11,/0]
DATE
STRUCTURAL . 1Z-~.. ,\ '! \,,'>
BUILDING DESIGN. FIRE PROTECTION CHECKED BY . DATE
. COOE CONSULTANT' PlAN CHECKING 1'l~153
CONSTRUCTION INSPECTION w.o.,
'G-~ cxx>n.. !-Il>fl.
p
(AJ
.Ie
~
J.
.v "
J.
{
~
"I'
7'
,
/
I{,. ,
,
w ~ "ll()V\>lf)" ~'i(jIJl..
p~ ":)8L~s
...
l:1>.z. = 0
. =- II~~U.I l") ~ U)cJ pI.; (;t'JO) -192, (;r')
(t,~ ~,t. lllJ
t "",' "
~ Re(I(') - Z-'?Op ~ (/6 'jU') - /l1au.J.J (<1')
/<1.'" l..~oL(,S
('VI".,,,,":- LbY6lbl C1') - 1.C;OP<..f..(7"j(J.<1j
: /2, 3g~ L\,-fr
-,<<"" ~ . S "
~ '1C1..J'fOP'l=)(i~")L1~~)
Au." _ . t
Jg'l L'L,,(6) Ce)
10Mb;, (/(')-"1.) .
. . = 3l0//\ '1
. '-Ia 0..<10')(8)
G '/~" >'1I'lt," PSL-J
. \
1245 PEARL ST. " EUGENE, OREGON 97401 .
TEL: (541) 484-9080
) /.
-'~:f
Do '~_~
-.;'. -~ ~": r ,',
-:,.LlD.t,..U:.o.~
"'"=\'
1;'/NEI'.\1.
CLIENT
<:.,~ s ~.
H,
A~.:..
(2.0 Oi S
.. .. ..
CALCULATIONS
SHEET N""
OF
'-1-1
1(->,10')
.
CALCULATED BY
DATE
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
. CHECKED BY
DATE
w.o..
IC,-z...s 5
DESIGN OF CONCRETE CANTILEVER WALLS
. Fy. 60000 PSI
rc 2500 PSI
HEIGHT OF STEM 6.5 FEET
THICKNESS OF STEM 8 INCHES
LENGTH OF TOE 20 INCHES \ '- (i:'}ors\
LENGTH OF HEEL 37 INCHES g,
THICKNESS OF FOOTING . 12 INCHES ~ -z..oc.
FRICTION COEFFICIENT 0.5 " ('1.\(4)1-
ANGLE OF FRICTION 35 DEGREES
UNIT WT. OF SOIL 110 PCF y: ,00>4.
UNIT WT. OF CONCRETE 150 PCF
DEAD LOAD o #1FT. b~ ."
LIVE LOAD o #1FT. 1.'\,1
APPROACHING SLOPE 26.50 DEGREES
SURCHARGE PSF
'ACTIVE PRESSURE COEF. . 0.341 tl4 ~
. @ 1'2 ,p,c. r[...vV,
LATERAL PRESSURE . 37 PSF
c1=- +~
~.. 'So ne... ....... .
OVERTURNING F.S. 4.59 O.K.
SLIDING F.S. 1.75 O.K. '. loS" )< I-L' f=;-c..
MAX PRESSURE 782 PSF
l~l tl 4 ~~7'.
Base of Stem 13 4 e. I 'Z..'''' c:t, Cot.
Mu IN STEM 2905 #*FT.
Vu IN STEM 1341 #
2' From Base of Stem
Mu IN STEM 964 #"FT.
Vu IN STEM 643 #
1245 PEARL 51 " EUGENE, OREGON 97401
TEL: (541) 484-9080
c: ~ - 8CjO)
730?J Forsyth-i?\ 3t
40 -0.
(9
/,
~
23-1 '/2"
16 -10 1/2'
4tB
!" ~ r>- PHDa HOLDO:N
SW!l
OC
,.,.~" .
5X6-10 .1-1'
S GO -
6 -7. I
. ...,
-- i ~
::-
== r-:-:l
---=:--R
I
I
7
'"
I
0>
~
~ ~
~ ...
I - "
. l'c
N
Nil
"-
...,
--$
----'-
,
Ie
, p
~
I
~ ~
(2) CAR GARAGE
3 -0"
~. 3-5'
lANDlNO~n ~_. "~ < ~
PH08 HOLDOWN ,~ ~ L.
FUR OUT WALl. i ~ 4X6
SO FlUSH "'\ i '
SUDER- - cr
50"X50. I ':ot
m' _ -r::::::: i ->_
SWl0 ~16 .
8-4. 5-10. J 6-:3'.
FAMILY ROOM
~
I
.
SUDER-
5 Q'.XS O.
6 0"X5 0"
FlXED
INSUL 'l!:N T
wi GRID
SW10I4XS--
I. 6-10 '/2" . 6-101/2"
-~
4Xr
5 -10. J
40 -0.
"
FIRST FLOOR PLAN
1/8" ;a "-0"
40 -0
1:
1
15 -0 1/2"
16-6 1/2"
6 -5
j' 4X6
-4
50 XJ o.
SUDER-
:"
I
"
I ~ I
ffix '-~
go ~
"'''' ..
'r-$
l..
00
I I
~..
_ N
~
'~'~""'t:~m\ 1. H' l J"r:..,
: N 50'X30'[' 1 :i.::-
I I ~ SUD€:R- I I I 1
I '" KITCHEN I I I 11' '1'
'~~1 ~ I I I ~~ ~_ ~-~ ~r2XBWALl.
J owu",,- . J--1.-ISl.ANO '-' -. [, ') I ~ iJ- -,
, "" '" 'I, LEAlR TO -"<' 12 -6 1/4'
. ..., I BElOW ~.
'^ " 5 -11 1/2' I -'-<- STEPS IN INTERIOR, UVING ROOM
- "' r l 6' MAXIMUt.I RISER
~ 9- 1IlNlMUU RUN
2 -j 1/2.
, ,
10 "
It:in ,~
w>< --\:'"
3:0
"'''
-'--~:,
".
1
"
~
1
'.
N
I Q 19
I Q:::Q:::li)
...J~i o~r:
~~e
DINING/FAMILY ROOM
:"
1
"'
,
o
1
"
6 O'X5 0'
,"XED
INSUL\i8>(T
wi GRIO
6 0'X5 0'
FIXED
INSUL'I!:N T
wi GR'O
~- 4XB '1 SWB
10 -0. 4'
10 -0'
6 O'X5 0"
FIXED
lNSUL \i8i r
w / GRID
4X6 I. 6 -10 1/2'
3 0"X5 0"
SUPER-
W / GRID
- .- -~
.3-6'j. 9-71/2' I.
-~
l
I
{
40 --0.
SECOND FLOOR PLAN
liS' Q 1'-0'
33 -10 1/2"
,.
6 -1'.
16 -10 1/2'
,.
10 -1
~ 4XS
6 O'X5 0'
SUDER-
INSUL 'l!:NT
~
I' 4XB
I 30"X60:' 5 -0" .l '.
FlxED..... .
: 1 t i-~"'=I~ r'i
(--;;-1 . -~
. l-l 1-
0) - fll"llf'ASS
: :' r~-: .....J.
.~:.'l!'. rfJy ~ j. 7-'0'
__~ <:;) :t
-f------~.' HALL
.. I J. 171:1'" 12-10"
~ b r~
0:. ;J'.. lilC' MASTER
BEDROOM 3 ~. 0 , BEDROOM 9 1 ~.I
7 ~ P!t4Ttf ~ f3~p;
o 60"X50. .~r:l I - I ~~~:
SUDER- I m
INSULvtNT 4~ I I
wi GRID ,
"-. ,.--'
-~XB ' SW2
I.
,
o
I
"'
SW1
BEDROOM 2
. ~
~ .1
/) ~
~
,
o
I
...
N
,
o
1
.
N
-.
--
6 O.X5 O.
SUDER-
INSUL V1:N T
wi GRID
I 4XB
.' 6 -10 '/2'
7 -0'
20 -0'
33 -10 1/2'
THIRD FLOOR PLAN
'/8" - 1'-0'
SW1 MINIMUM NAILING, NO SPECIAL HOLDOW'lS REQUIRED
SW2 MINIMUM NNUNG, NO SPECIAL HOLDOWNS REQUIRED
SW3 MINIMUM NNLlNG, NO SPECIAL HOLDOW'lS REQUIRED
SW4 MINIMUM NAILING, NO SPECIAL HOLDOW'lS REQUIRED
SW5 MINIMUM NNLlNG, NO SPECIAL HOLDOW'lS REQUIRED
SW6 MINIMUM NAILING, NO SPECIAL HOLDOW'lS REQUIRED
SW7 Sd NAILS @ 3" 0 C ON EDGES FOR ENTIRE LENGTH
OF WALL INCLUOING ABOVE &: BELOW WINDOWS
NO SPECIAL HOLDOWNS REQUIRED
SWB Bd NAILS @ 3" 0 C ON EDGES ENTIRE LENGTH OF
WALL INCLUDING ABOVE AND BELOW WI'lDOWS
CMST14 STRAP VERTICAL EACH END
SW9 MINIMUM NAilS, NO SPECIAL HOLDOWNS
SW10 Sd NAILS I) 3" 0 C ON EDGES FOR ENTIRE LENGTH
OF WALL INCLUOING ABOVE &: BELOW WINDOWS
NO SPECIAL HOlDOWNS
SWll MINIMUM NAILS, NO SPECIAL HOLDOW"JS
SW12 ~6" OSB BOTH SIDES, Bd NNLS 3"0 c EDGES,
STAGGERED, 4x6 EDGES, PH06 HOLDOWNS W/
SSTB2S ANCHORS EACH END OF WALLS
~I
-Q-
STAIR NOTES
qp
0::",*
~:?;
I-
~~
:::>Il.
00
8~ * m
~~ 11>,
'W
m
-no::
~ 0 UJ
~ U. Z
UJ
[;ill.
-,0
I-UJ
:::>0::
0:::>
~5
'::;'u.
'W(t
-
~==:j-:::=~
~ ~_J)
'"
'"
IE
P
A r-e('
y~ .
~. f IKtJI<&.
" fH t4tM/l"
~
€.
~
/"'-'.ll~
-~.~ CFt.
~
4
__~L-- ....--'
-9-
FIRST FLOOR ELECTRICAL PLAN
118' - 1'-0"
:__~__~j_jI lyr$;Lr I
1 Y )~ 11- I
r! J"0 0tJ:=-=~
'W I - - - .)0
/" 01 0 10::1 i~. -, ~
~.!J ~~ : ')
o 0 ~/
~
WOOD IN CONTACT WITH CONCRETE TO BE
PRESSURE TREATED
2 MINIMUM STAIR WIDTH TO BE 36" MIN FINISHED
7 S/S" RISE - 10" RUN VERIFY
3 ONE HANDRAIL NOT LESS THAN 30" OR
MORE THAN 3S" ABOVE TREAD
4 HANDRAIL SHALL BE RETURNED TO WALL
TOP &: BonOM
5 HANDRAIL SIZE MIN 1 1/4"11/ MAX, 2 S/B'II
6 HANDRAIL TO PROJECT FROM WALL MIN 1 1/2"
7 INSTALL HANDRAIL SUPPORT BRACKETS MIN 6' O/C
~
II
.~
ELECTRICAL SYMBOLS LEGEND
$ 230V OUTLET H CADET HEATER
'* 1 15V DOUBLE OUTLET
8: 115V DOUBLE wi GROUND FAULT ,NTERUPT @ SMOKE DETECTOR
$ SINGLE POLE SNITCH 1> THERMOSTAT
$, 3- WAY SWITCH +
-Q- CElUNG MOUNTED INCANDESCENT (SURFACE) CElUNO FAN
-Q OUT DOOR INCANDESCENT (WALL t.louNT)
~~--..
~-,~~-- .
SECOND FLOOR ELECTRICAL PLAN
'IS' - 1'-0"
! ~ t~L.J in~--i
~ -L =l::U I~: :
~ ::=J~ IJ ~.L
=- ~ r),"'~ -tj ~ l1:.~ '"
--------~ '
'!<'Wt1C
()
o RECESED CAN UGHTING
--- qr===="
rzIB CElUNG MOUNTED EXHAUST FAN wi UGHT
~
ISC SUPER GOOD CENTS FAN Wi TIMER
I ~~ I FLUORESCENT SHOP UGHT FlXTURE
~
BUILDER TO VERIFY LOCAL JURISDICTlON'S DESIGN REQUIREMENTS
THE DESIGN CRITERIA USED FOR THIS PLAN, UNLESS NOTED OTHERWISE
SEISMIC ZONE 3
WINO SO MPH EXP B
ROOF SNOW LOAD' 25 PSF
FLOOR LIVE LOAD' 40 PSF
SOIL LOAD BEARING 1 SOO PSF
SITE AND SOIL CONOITIONS NOT OBSERVED OR DESIGNED UNLESS NOTEO IN A
SEPERATE DESIGN PACKET
SEPERATE DESIGN PACKET MAY PROVIDE ALTERNATE SITE AND
SOIL DESIGN CRITERIA
__L-
1= -
THIRD FLOOR ELECTRICAL PLAN
liS' - 1'-0'
CONSTRUCTION NOTES,
ALL SHEARWALL SHEATHING 10 BE NAILED WITH MINIMU\l Bd 6" 0 C @ PANEL EDGES, 12" IN FIELD,
OR 15 GA STAPLE 4" 0 C @ PANEL EDGES, 12" IN FiELD UNLESS NOTED OTHERWISE
2 FOR THIS HOUSE PLAN 8A ALL EXTERIOR WALLS ARE SYEAR WALLS AND SHALL BE NAILED OR
STAPLED AS PER NOTE 1
3 THIS GRASS ROOTS THINKING HOUSE PLAN SA is DESIGNED FOR STANDARD
CONSTRUCTlON WITH STANDARD ROOF TRUSS LOADING ONLY
4 SEE ATTACHED ENGINEERING &: CALCULATIONS FOR LATERAL DESIGN
S DO NOT APPLY SIDING TO HOUSE PRIOR TO NAILING INSPECTION BY BUILDING OFFlCIAL
6 STRUCTURAL CHANGES TO THE EXTERIOR OR GARAGE WALLS MUST BE APPROVEO BY THE ENGINEER
7 TRUSS ENGINEERING BY OTHERS TRUSS DIMENSIONS ARE TO MATCH PLAN DIMENSIONS
-<()
~~~
H
OJ)
~
~
=r
.~~,Jl~_.
-~ ---.
~ r__
€'
.I
~
€
,___,_ 4L
y
.~
Grassrools Thmkmg
a way ro affordable nousmg
@ COPYRIGHT
WALT & DENZEL
""
l
€.
~
4L
MORTlER ENGINEERING P C
1245 PEARL STREET
EUGENE, OREGON 97401
W 0 # 1S253
OWN GPM
DATE 1/3/05
ExpIres.
SHEET 1 HAS NOT BEEN INCLUDED IN THIS PLAN SET
GRASSROOTS THINKING
PlAN 8A CUSTOMIZED
LOT 93 MCKENZIE HILLS SUB 1 st ADD
SPRINGFIELD, OR
SOONER CONSTRUCTION
SHEET
2
PRE ENGINEERED ROOF
TRUSSES @ 24" 0 C \
l' "--, I
c0)m ,1 "111 \DI1lI;, mh rnhWI0h)IlILW, l0~1lI 0rSJi;
... ...
4X8 HDR @ ~-
WINDOWS, UNO
f1GABlE END
I BRACING
I I i~1
/
/
#' "n'lIY ('0nn-lnnn- 0l00- nn00'
~IJGUL uJUL.JLuL l)0~L U~W~
--BIGID INSUL I
@ HDR R-38_J:ll ~ _
FLAT CEIUNGS :
I
1-'-
, 7
I
~
0'
2X6 @ 24" ~
OC TYP~[i~-21 @
r WAllS
MASTER
BE~ROOM ;
','
~
,
g,
~
r;;,]
..
~
~l
~
I 3/4" T&G I '
10DECKING ! _, 1
. . - j I ~ / I V;; II 1\.1.
9 1/2" TJI PRO 25.Qj ~ J .. " ~
JOIST@24"OCplll
ARALLAM PSl
~ -- ~~'fJ~" X 9 1/2"'1 ---Ii
~ :
I
I
I
I
!;
"
s
"
~
i~
~
r
----~
--- --
,
:'
OOD:~
~~
~
~
"
[I~
gJ
~
~
~
~
:2
~
"
~
~
0'
.;, nClAn- A0~!'-
Jl . II/VII Ii .'il/\Ili!
~ '-
,:/-- I
111111 ,
r
BE~ROOMII 2
,
---_J
1
-
,
-----
- - l'
BATH
KITCHEN
LIVING
RO?M
I
1
,
,I
~
i
~
~
"
R-25 @ ~3/4" T&G t
. _ mOORS / DECKING "
'F!ll!I[I!1 ~lnll!JIII!'Ii(ili.li.'I!JJillII!IIIIIIlIIIIIIlIIFI)llli~IIIIJUlIII(IIIIIIIIIIIIIIIIQ 1IIIIIIll1lllll,III 1IIIIIIIIIIII)jIIJM; I i 111111111I1111)T
..-
~
~
~
~
i"
"
"
It
II
...
I,
J1
..
I
I
I
I
I
I
~, /
, . - I
VIIIIIIII 11I1III1 1III'lliINFljl.IIIi'iiTIl\'1iI111111111 1111111(1)1 111111lli!ij',IIIII\I\I\llllllllllllljll!lF ,.I:II!IIIIIIIIII \)J1JI!~lllllIIjllljl\lli
I ~J~ - 00 r
, -------
\...:----------
rJ"\SECTlON
W SCALE 1/4"=1'-0"
P~LA\Il PSl
7 X 18
BEAM
GARAGE
""~....~-
,
SLOPE
GARAGE
SLAB
\ OMPACTEO CRUSHED ROCK
'- ~l~tv - '5~-e 1)e(t\,L-' B'
MJ sti.#--f
I I
,
=>~= .== ~ r:- C::='--- ~. l_ --
. II
I ,
1=-,'-= I
~ 1- -- _ I
-- ~ ~ - ,,- ~ I 0 ( " 2x42l>01OW01l11l1UTS
-~-- -.-- ~ -I~--,I fO" 1___."-t1t'QIlLC,,1J'tlI'.
-~,- _'=~_[- 'J=--:C= 0"'= ='0, OGAIl_~OS
. _ = = =- v J4c~c;, ,
, ,
-- r-' --- -- ~ =-- =--=-- = ~- =" ;:r-'--- -- - --- -- --.- - -- ._- --I" -
I - ------ ..<:~@ I
;:::= _.__ ,..~.v L I
~~\> .
~:" I
? cO =l I
J___ ~_ 'L _ __
-- - =-_ - r-- ~C ~~ ~t::~~-'~
--- . .1 ~:TYP
TRUSS LAYOUT ' ,.
,----
I
~'E _, = :==
.J-'-'-'
,
--,- -
~:I= ----I
J~ - = : l - ~ =r-_
--- ---- --~_._.._--
- -- .
3 1/2"X 11 7/8"
PSL BEAM
~~~
,
.;-
N
SCALE. 1/8- ... "
MORTIER ENGINEERING P C
1245 PEARL STREET
EUGENE, OREGON 97401
W 0 /I 1 S253
GPM
1/3/05
ExpIres
NOTE:
THE SIDE, (OR SIDES) OF THE HOUSE WHICH FACES THE STREET,
(OR STREETS) WILL HAVE HORIZONTAL LAP SIDING ANO THE REMAINING
SIDES WIU HAVE PLYWOOO RAISED GRAIN 4" 0 C PANEL SIDING
8" MIN EARTH-WOOO CLEARANCE - TYP
SLOPE FINISH GRADE AWAY FROM FOUNDAllON - TYP
GRASSROOTS THINKING
PLAN 8A
Gras,roots Tlunkmg
. Q liay to affordable Musmg
LOT 93 MCKENZIE HILLS SUB 1 st ADD.
SPRINGFIELD, OR
SOONER CONSTRUCTION
@ COPYRIGHT
WALT & DENZEL
SHEET
3
I,J
,
0.
Il\
III
0)
iC
I
<t
0)
<t
....
....
<t
III
'"
7/16" osa"
1/2" GYf' "'"
wooo FRAMING PER PLANS
.
_ / BLOCKING
~""-"
X'
.(
.. J.-
A2+ 0 ANCHORS
Cl
ill
C
..
"
....
..
~"xl 0" A.S 0 48"0 C
2X 6 PT SILL
,
III
oil
ill
C
W
~
QI
..
+'
~
o
:t
Il.
o
....
PT PL YWOOO ~
FtA5H~ ___I '0............
CC>NC. 1 W~ ,1 .
/
--- ~"X10~'" B I) 48"0 C
~4:
(3) ,+ CONT ../
,
N
-
.
..
<t
o
III
o
I
0,
N'
I
C
~
'"l
36"
@ NTS
12,,"-J,~,o,.J ,-.0 b~'l. ~",,-M
I I -; 1.:><; ("$t.I- ~ I~ -1 \
KI(..~t r<A~IV/'S.lol0
e. \ S V<" ~ ' I-u> los
Abi::>~~S" ~ (...O('~ .......c \C~~l tt.
f'<."l(~ ~~I"" e,.'U.. ,,..) ~ W,O,
1/2" (#4 BAR) EMBEDDED INTO
FOOTING & TIED TO CONTINUOUS
BAR W/ MIN 12" SPUCE W/ (3)
TIES EXTEND THRU SILL PLATE
MIN 12" FOR GROUNDING
@ METER
40 -0"
8 -0'
"
------ ---, ----------------------'--l
rSSTB28 ANCHOR I
----: I.
I 'j'
I '"
'c
II Ii II
. k / I II
~ ~I:i / I ~X4 POSTt,
.~ I r 4x4 POST ::..0 ~ I '
<<>I'j- .0 t, I
~l ~ ~_ ~
..:...--- r @
~ C f?
~E: ry
~ ~
CJlC-.t
l' ~
~::-I'
"'I:
7
/
4x6 POST 3RD FLOOR FRAMING PLAN
1/8" = 1 '-0"
Ii
)2'X10 AB
,
, ".
~ - - ; ~ If E ~ - - - - - - - -: i - i i - - -cD\ ' I
I I 18 -9' I 3,10' I 113'-8" ([)--l-, I
~. I -I I II _ ~
. :: 4" SLAB /0':: : : i JD b
7 I 1 SLOPE, ~ I I I ~ I ....'
"' I I I I I &<--~ N
I I I@I I I I '0
I I I I I I @ I I ~
! ~I SSTB28 ANCHOR II L _ J II II I ~
~, I I I
'I . I ~ I fri\ ~ r..(/;\
~ I y_____~_S~~"'-'......p i!i L____ W I ,,-tv
I I. _r-=;l r-o;;;n ..-.-
t') - L ______________J 'L ______ -__~
@ 20'-0" 6'-3" 13 -9"@
';::.."
(4) #4 CONT ~
~
.
.
o
. I
....
I
.,,0 , ~. .
'< .
. . . N
~
. , , .
,
.
, . 0 ',0: .l' .
.
<r-
@
f?
<V
'>'
'"
eE:
';It:
S
",;It:
~
~;lt: /
"';I t:
__I
-7
....l ~-c-
Ie
\.... -3 E-
~
"'~c
l' - C
SOOi
,.
I
.
60 '
"'~c-
CD
:31::
NTS
1TT2 1/9 5 HANGERS
4x6 POST
8'
'.
40'-0"
l. 8' I,
1 1
FOUNDATION PLAN
1/8" = 1'-0"
1'1 /4X10 PT .~ AB @ 48"oc
(n-~ CONT ../ . .
#4 @") 0 C '\ : ~
" ~
}/-: ' ~~'~. " 'N
I -: "'''.to'~ ...-
, '--
/~ 36' 1"" "
~
1
/.
12"oc../ 4"
/'
,
(1) #4 CONT ../
J
BLOCK BETWEEN
FLOOR JOISTS
#4 @
.
...
N
" .
#4 @ 48 0 C '\ '
-=~- (2) #4 CONT,\ \ ~
;' I \ ".
/ " \. , ,
c.: : I .1 ~
~ .
.
,~
,- -
, I
I
I
1- -
I
.
I'
#4 @ 48"0 C ~ .
\,
io
...
.
4
N
~
~
.
, , ,
<r , I
I @
I ~ '.1 2401
I
<V I 1
'>' I
'"
. @
~ I
/ I NTS
I
!/ I
,
----- J
Y,,"X10' AS @ 48"oc
,
.
,
I [
I:
! II
L
'1--
-----' I
1
-~d
(OJ ,. OO~ \
,
@ NTS " "
~ee;, ~ OfftM!i~
I.,,, '
, .~
, ,
. .
.
. .
, ~ . .
. ~ ,
. , A
4S"
.
N
,
(1) #4 CONT~
#4 @ 48"0 C " '\.
""" .
4x10PT ,,'
1 ST flOOR FRAMING PLAN
1/8" = 1'-0"
[)
, (1) #4 CONT --.......
k:"'~/,A/, ,-- ~ 8,
.. ------- 1 J ol:l
114 @ 48"0 C '\
\ <1
.
NTS
~
j~
10'-0'
,
'I
'* 015/11 ~
II
:1
)2"X10" AS @ 48 '0 C
,
...
N
.
(3) #4 CONT I
"
I I
/
/
_--,d
(3) #4 CONT \
'.0 . J: '\
eo ',4tWU~' j , .~'.
+ w.,tI FTl- .
),
MORTIER ENGINEERING P C
1245 PEARL STREET
EUGENE, OREGON 97401
W 0 # 1 S2S3
OWN GPM
DATE 1/3/0S
,
-~
.~
,
. .
.
,
l
.,
,
,
.
~
.
. ~.
.. .
,
.
N
::..0
o
.
<r
@
f
'>'
'"
.
,
.
.
, ~
,
,
",
l
30"
45"
Expires
@
@
.
~
GRASSROOTS THINKING
PLAN 8A
NTS
NTS
/
IJ :V
~ 1TT2 1/9 5 HANGERS
- 4x6 POSTS
LOT 93 MCKENZIE HillS SUB 1 st ADD
SPRINGFIELD, OR
Grassroots Thmkmg SOONER CONSTRUCTION
. a)l.l'I) IV affordable housing
NOTES
- INSTALL 1/2"Xl0" AB @ 72"0 C AT ALL STEM WALLS
- 18" IS REQUIRED BETWEEN GROUND AND BOTTOM OF JOISTS
SHEET
4
@ COPYRIGHT
WALT & DENZEL
- PROVIDE BARRIER BETWEEN END OF JOISTS AND CONCRETE
'* 5f!:e. SH~.wAlL ~ ,i(C4LJ/^E-f..{lk5{-.(5ff, z"r-:;)
.
>
,
ENGINEERED
TRUSS
FELT
DIMENSIONAL 25 YEAR
TAB ROOfiNG
R-49 BLOWN-IN
INSULATION~
In(innn
'0U lJ U IJ U ( LJ
CONTINUOUS
GUTTER
7/16")( a"x 16'
-....... ~ rSIOING
- -~- '\ - q~ .---fONTINUOUS
,~ SOffiT VENT
7/16"X 2'X a'
1 X4 OR TRIM SOffiT BOARD
'--" ->IJ
SIMPSON H-2 ~ --"","
@ EACH TRUSS .
c?
1/2" GYP SEALED ~Cj
W/ VAPOR SEAL TYP is:
.~
1~1k----7/16 X 4xa
,.~ n-" """
= I OVER LAP fiLlER
=1 ,.r-1 1/2" w/ OSB
II=i I
g i OVER LAP
~~~I~~IE@CJI '(BELLY-BAND 3/4"
1 1/4"X 9 1/2" I 7/16" X 12" X 12'
I 3/4" T&G OS81TIMBER STRAND\ ~ RS SIDING BELLY-BAND
'R-21 OPTIONAL RIM BOARD I (OVER LAP LOWER SIDING 3/4"
FOR SOU N 0 '--\
~JuuU1illlS;Iruu UiJIJi. 01S1JlfrrslfIJUlS151S15l.J TTIS';\1tJl1: '. r ~ gG~ 1 ~~E~1~~ER
_~ ......-1 ! I FOR EXPANSION
I n - J-------- --~."!. (l/a" TOP AND BQT)
I ~Jll ~ ~~~~" Tg~~tt~ER OVERlAP LC?,WER
PLATE ~ SIDING 3/4
r.
OSB SPUT ON
OWER TOP PLATE
------.....oS8 SPUT ON
LOWER TOP PLATE
1/2" GYP SEALED
W/ VAPOR SEAL 1Yp-----l
c::
~R-21
INSULATION
= _____2X6 0 24" 0 C
,= 92 1/4" STUOS l'IP
7/16 X 4xa
T1-11 SIDING
TYPICAL SECTION
SCALE 1/2"=1'-0"
NOTES
- CONSOUDA TE CONCRETE 1110ROUGHL Y 'M1EN POURING
- ;)0 NOT ALLOW HEAVY EQUIPMENT W1111IN 6'-0" OF WALL.
- GRADE 60 REBAR
- fe' = 3000 psi-NO SPECIAL INSPECTION
- BACKFlLL BEFORE CONSTRUCTION OF FLOOR SYSTEM
4" ,
~.~c I'h
: so"/o \l.
:, 75'0//;1/;
,". %i%////~
. W0;//:f%/
; /~;;?> / /~
/~/ //// ,~
#4 @ 12"0 e VERr--l' ~ . / ///// / '//
/ / - / '/ /
I'. ,,',. """c>:~A0
40" " c ;/%:%;w%
22" N4 DOWELS@12"Oe",." ~~&f?/iffi/
-," //3ud"%/
_ (J-.(/ / ~L
..-:-- V' ~~N4 @12"oeHORIZ
.. '. ...:.......o'f,,':,. ~
. . C l ~ lon' l>a.~. ;: ~::. '! "
" 0:1,> l'tIlt I'J'. 7f: ~ (>....
_" ',,,I (I ~ 'J (> /
BOTTOM STEEL 3" ~0 ~~/ /;/ // /// /:/ f2\
CLEAR FROM SOIL ~ a /. // ~/~/ /:/>> //. ~ //' 3' ~ PERFORATED \EJ
'l/ ~/ / /// / ////<< ~/ / // ~/;; DRAIN PIPE, SET IN
/-///~/.7/:~ // tf '"~ 1 ~";> e/):ON1 // / / 1 a" DEEP (MIN)
/ 7~; / / /// / / 65" ROUND ROCK TO ,,, SLOPE
, x/ TO RELIABLE OUTfLOW
12" MIN. COMPACTED CRUSHED ROCK---
ON UNDISl1JR8ED SOIL
,
,
~
.
<D
I
iD
,
,
.
N
~
~
7/1 6 OSB -----..,
f3\'CAUU<ING @
0'PLATE L1NE)J~
3/4" T&G OSB \ .. CLOSING.. .~, 7/160S8
FDN VEN '---' SPUT ON MUO
. 1 ,\': SILL
/j U If [rnIITIIlJUlrUcU u U L $ ~6~~2~~8 3" PVC PIPE TO
<, R-30 J 9 1/20 .' ~--..:. ..STORM SYSTEM \
INSULATION TJI TYP . : t~~>::" FROM DOWN SPOUTS
6 MILL VAPOR ~ , ;:~~\
BARRIER]. ;r.' ': ~y~ '"
"'~<~\'<'",,,~..' "..~' DRAINAGE IF
," / /". / ,". / /". REQUIRED ON
/ PLOT PLAN
UNOISTURBED SOIL J
OR ENGINEERED Fill
~
7/16 X 4X8
~T1-11 SIDING
r
I -
......---RIM BOARD
, /"
, ,/
,
OS8, FILLER STRIP___
.-------RS SIDING BELLY-BAND
\
i><
>< - 7/16 X 4xa
, '\" T1 -11 SIDINC
~ 7/16 OS8-----......, - :-.J
~
z
j 8". ~
ROUND ROCK
BACKFILL
CD
RETAINING WALL WITH SLOPED BACKFILL
NTS
.
MORTIER ENGINEERING PC
1245 PEARL STREET
EUGENE, OREGON 97401
WON 'S2S3
NOTE FOR NAILING,
4X8 SHEETS OF SIDING, lET-I 1 1, OR RAISED GRAIN PANELS CAN BE NAILED
:R~~Hp~~Il~~8G cS,UTY8 SCIODuINNGTYTOORSATlo~ THE NAILING REQUIREMENTS REQUIRED
, , 'nER JURISDICTION
GRASSROOTS THINKING
PlAN 8A
Grassroots Thmkmg
a way Ie affurdable hOliSmI'
LOT 93 MCKENZIE HILLS SUB 1 st ADD
SPRINGFIELD. OR
SOONER CONSTRUCTION
@ COPYRIGHT
WALT & DENZEL
SHEET
5
.",
- \j
~
MORTIER
ENGINEERING, P.C.
1245 PEARL STREET
EUGENE, OR 97401
FAX 541-484-6859
FAX COVER SHEET
4 Page(s) to Follow
Send to Fax # _ j'Lr::,- ~ 67{,
Date: ~ (/c'IJ63 W.O, #/Cj3oi Ii') ~;)~
Attention: aN /)';6"""'<.-(1
..,
D
X
~
From: /1-'h kE
t5Rll ]/f 8'7
Message:
~ ~r'"-l,"6:-"'-J"~w,c'1ll -'~?Ei /~t/)/'
( ~ -l"~.J... .0 :.. -!..( _I _ _
'-<
~
?
-irAGe To ,<<1(.)p 70 /t;"2..c;s
...
ID
~
."
W
~
1\J
~
Should you experience any difficulty with transmission, ""
pJease contact us at 484-9080. \
'U
...
FROM
r-,
00
J
FAX NO.
Jun.
19 2003 0'3: 2SAM PS
(.- ., ,),,'JI . '\
--..-" ~,~. \:...;...,,'); ;-) ;
I /
(liMa
O,.,Te
Cl.IE.,f1
r'.
\T.>"~rf
CALCULATIONS
SHeeT N"""
0'
CALCULATto BV
.wo
STRuCYURAL
BLJIl01NO DESIGN. rJRE........... .1::;..., ,........
CODe CONSUl.TANT . PlAN CHEO<ING
CONSTRuCTION INSPECTION
CI.U::Ck;O ~y
DATE
LC'l-n
. .
w.o..
'. .Dt?L eOITo~
pt./-/[2:4f"
I.
1
.-,uJ
" "
I
J-j
~.. i;
fit/A'
%."~&. G
6"0."
q-~~" XI/Vb" prt...
. '. Cr/.JA..oIU'" pjofl. fit;r{
.+.~
;:,
\
\
\
~'l" "; I....~.)--
...._-/'.. . \ .
'.'/' . . \
.. '. /f;".L@/, d.c;... \..
,
. \.
f'- -t
.. -:'"'''~ ~ ~ -:--
. L ~ :-t:t'n
,-6'1..
.'
..,
. ,
I. L
I .
I. \
-----1 '"':.\ , .
-------.:.._-~ . " ).
(..--. r.
~.......
---
"
,.
-
""
'':'
r t. 1"\ r =- \.AI . L ", Jrl'-'~ 0 '..,..b-lIL
I 'f'"/~}"A.1JI;. 'yAu. )n~'-i/'" t., /I
. IVfS
"* 1307""7"0>1--.: PV;:~
L.ui\<G- "-/16 V
<; .:7i:.,';- (,;". 7e) (.,If ;-"'I".\j:,,'i;- '-'<-ii
- I..... . ..-.v.... i", "v.
iI/ h/u @ I y....." 0.,,--- .
G-Mflh..OOTS ,DlA~e.A.
w.(j; I ~ '"'1!, .
L<.)T. "(1/ /i-?~~"fUE. Jlj(t.r tP'/:Ja:;rr/("Jq"
1245 PEARL 51: . EUGENE. OREGON 97401
TEl: (541) 484-9080
...
o
,
Q.
(ll
~
III
\0
I
oj"
III
oj"
.....
...
oj"
~
""
-e::~- ...
MORTIER
ENGINEERING, P.C.
~,RT//.-
~~.~
c-.I:~i~~~
~-~'-":"'..,
-e. H .,'-'.,-,.'1,;.,.'-
\I'~\""
(:IN E 1'.\'-
1245 PEARL STREET
EUGENE, OR 97401
FAX 541-484-6859
FAX COVER SHEET
Page(s) to Follow
Send to Fax # C ri'T' C~ ~p~,.Jc. fe.11~l....O
Date: I I '1,,;> \ c) 'S
W.O. #
I ':)"L.'i;; !
Cl Attention: A,:.,...l M.Odl.e.a,.
CI
t
....
'C
....
....
:l
III
~
CI
t
l1J
s-
(lI
....
+oJ
s-
o
~
Q.
o
...
From: M......W'-'\
Message: .T ~C.O(
'i'l4 ~I 'i).;. I S
w ~ L,l-
WA-j
A,. :s I~W""LL,. 'i'
. -
14A.t,
T~ '~~T
A a.IT FA,N(JeA:. \,.J,'j'IL
JlAi f)f2:-'S\Grfl OS 1!..c."'.)Sll. ot' fl<4.At-
..
oj"
o
~
o
I
o
(IJ Should you experience any difficulty with transmission,
,
t please contact us at 484-9080. "
III
"J
f\
......\ ~
N
o
,
ll.
Cl
111
lX)
III
,
<t
lX)
<t
'"
...
<t
111
v
/WOOO FRAMING PER PLANS
7/16" OSB
~ 1[--1-.,. BLOCKING
1/2" GYP~I' /-
2X6 PT SILL /
PT PL'lWOOO.........._ ~
/". .~.'::~~x
..' .. . - ..'. '. ..
~4","' :.~ ..:' .... .".
(3) '4 CONT......... , .... . ~.e . ._
A24 0 ANCHORS
Cl
Cl
c:
....
"tl
r-
....
::l
ID
ell
Cl
c:
W
I-
QI
....
+>
l-
e
::t
ll.
o
...
~"Xle" A.B. 0 48"o.c.
.
N
~
36"
..
<t
o
111
o
"
0;
N!
I!
~I
"')
@
N.T.S.
124.,.11<;'0.,1 TO
'b .....,c.,.
f) ...-"J)
I ! -z,. l.::>~ ('SfA.. ~,~.
Hlr...c...t r.A.~""S./oJ<J
-1-\
Abl::>(Z{t..~S:" [,....O('l" ~C\~l!.t-l~Irt.
f'.(-~l(f:/f- ~~I""e,,~'''''~ \P,D,
8. I ~ 2,..<2. ~
, 1~(oS
CITY OF SPRINGFIELD
Development Services Department
Building Safety Division
Residential Plan Review
JOB ADDRESS:
7303 Forsythia St.
CITY JOB#: C0M2004-00899
OWNER: RGG LLC
PHONE:
683-5625
CONTRACTOR: Grass Roots/ Jack Fowler
PHONE:
521-7006
Items listed below (if any) and those marked in red directly on the approved permit
documents are incorporated into this project in addition to any requirements appearing on
the construction plans and the City standard document entitled "Single Family and Duplex
Construction Most Commonly Missed Items". A corresponding number is marked on your
plans for any items listed below where applicable.
All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code,
(1998 International One and Two Family Dwelling Code as amended by the State of
Oregon unless noted otherwise. A copy of this code may be obtained from the Building
Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986
Your signature on the Building Permit is an agreement that all items will be installed or
corrected, and that all work on this project will comply with applicable codes.
ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING
SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF
SPRINGFIELD.
PLANS REVIEWED BY:
~.~~
PHONE: 72.-4J -3~2-]
J//-e/oi
. I I '
I. The slab area of the stairwell is part of the heated envelope of the building.
As such, the slab shall be thermally isolated from the unheated areas with
rigid insulation having an R-I 5 insulation value. See the accompanying
Oregon Energy Office brochure on Slab Floor Edae Insulation for suggested
methods cf providing the required slab floor insulation.
Review completed on
Exception: Slab edge insulation need not be provided at slabs
located more than 24-inches below the finish grade on the opposite
side of the adjacent wall, and all adjoining walls within 2 feet of the
slab edge. Wall insulation shall still be provided for all heated areas,
including walls below adjacent exterior grades (see the following
comment).
2. Walls separating heated space from unheated areas, including walls below
grade, shall be insulated to a required value of R-21. See the
accompanying Oregon Energy Office brochure on Basement Wall
Insulation Reouirements for recommended methods of achieving the
required insulation at concrete or masonry walls. Adjust room dimensions
as needed to accommodate insulation thickness at concrete walls.
3. Provide sill plate sealer at all dwelling perimeter walls in three locations to
reduce the potential for air leakage into the floor insulation and the interior
of the structure. Apply two beads of sealer at each of the following
locations:
. a. Between the top of the foundation wall and mudsill.
b. Between the mudsill and the floor decking:
c. Between the floor decking and wall sill plate. (OSSe 5303(E)2).
4. foundation drains are required on the exterior uphill side of buildings
located on sloping lots, and all retaining walls, and/or as directed by the
engineer of record.
5. Maintain a minimum of 1. air space between the underside of the roof
sheathing and the top of the insulation material for ventilation of the
rafter/joist space. Insulation baffles shall extend a minimum of 2-inches,
vertical height above the top of the insulation. (R-B06.3).
6. Minimum stairway headroom is 6'8"; maximum riser 8 ]/4". minimum tread
run 9". (R-3] 4. J)
7. Provide a minimum 22" x 3D" attic access with minimum 3D" clear height
above the opening. (R-80 1.3).
. WALLS &. ROOFS.
38. Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or exposed edges, Including those
at wIII.lntonoctlcnl, Ihall bo loatod.. rocommondod by tha manufacturer. [702.4.2] .....
39. Masonry veneer anchors may support 22/3 square feet of veneer, maximum, and shall attach to continuous #9 wlre.[703.7]
.40. Flash all exterior doors, windows and horizontal wood trim. [703.S]
41. Pl'Il\>lde braclna at all aablo ond wanl oxcoadlna 14 foot In tongth. [Soo Itandard City of Sprlngflold detanl for approved bracing
methods.]
42. Nails and staples must not be consistently over driven beyond flush with the sheathing surface.[Table602.3(I)and (2)]
43. Shear wall nailing orstapling must remain exposed for inspection approval.[I13.1-113A]
44. Trull Enainaorlng mUlt bo on Job site at fraining In.poction, for all typa tru.... uI.d. [502.10; 802.11]
45. Trusses shall not bear on partition walls unless so designed. [301.1]
46. Enclosed attics and rafter spaces shall be provided with cross ventilation. Net ventilating area shall be not less than 1/150 of the
attic area. Exception: Net ventilating area may be reduced to 1/300 when at least 50% and not more than 80% of the ventilators are
located at least 3' above the eave or cornice vents or when an approved vapor barrier is installed on the warm side of the insulation.
Provide a I" minimum air space above insulation and bame at eave or soffit vents. [806, E40 1.2.1]
47. A readily accessible attic access framed opening not less than 22" x 30" shall be provided to any attic area having a clear height of
over 30". [807.1]
48. Roof coverings shall comply with the general requirements of Chapter 8 and the specific requirements of each section based upon
type of material: a) asphalt shingles [903]; b) slate shingles [904]; c) metal [905]; d) tile, clay or concrete shingles [906]; e)
built-up roofing [907]; f) wood shingles [90S]; g) wood shakes [909].
49. Roof stonn drains shall be provided to collect and discharge stonn drainage to an approved drainage system.[801.3] One 3" pipe
graded 1/4" per foot can accommodate up to 2,320 square feet of surface area.[Table 3811.2]
50. End walls to be step flashed or to manufacturers specs.[903.3]
MECHANICAL & PLUMBING
51. Heating and cooling appliances located in a garage or other area where they may be subject to damage shall be suitably guarded
against such damage. (Protection is typically provided by concrete filled pipe bollards.) [1307.3, 3310.3]
52. Appliances which generate a glow, spark or flame capable of igniting flammable yapors and are located in the garage shall be
installed with the burners, burner ignition devices or heating elements and switches minimum IS" above the floor level. [1307.3,
3310.1]
53. Fuel burning wann air furnaces and water heaters shall not be installed in a room designed to be used as a storage closet. Furnaces'
or water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure such that combustion air will not be taken
from the living space. Direct vent units are not required to be installed within an enclosure. [1402.1,3309]
54. Combustion air must be provided for all fuel burning appliances except direct vent units. [200 1.1to 2001.5]
55. Provide access to attic furnace (22" x 30") or underfloor furnace (30" x 30"). Provide a pennanent electric outlet located near the
furnace and lighting fixture controlled by a switch at the passageway opening. [1401.6-1401.7]
56. The maximum amount of water used by new plumbing fixtures: a) toilets: 1.6 gal. per flush; b) shower heads: 2.5 GPM; c) interior
faucets: 2.5 GPM [3202]
57. Showers and tub-shower combinations shall be equipped with control valves of the pressure balance, the thennostatic mixing, or the
coml;>ination pressure balancelthennostatic'mixing valve type with maximum mixed water setting of 120 degrees F. [3215]
58. Minimum shower compartment: 1,024 sq. inches; shall also be capable of encompassing 30" circle.[3210.3] Threshold shall be of
sufficient width to accommodate a minimum 22" door. [32 I 0.2]
59. Equipment used for heating water shall be 'protected by combination pressure and temperature relief valves. [3408.3]
60. Water heaters shall be anchored to resist horizontal movement. (i.e. earthquake strapping) [3310.5]
61. Stann water drains located within 5' of a building may be Schedule 40 ABS or Schedule 40 PVC, CPE. installed per installation
standard IA. [3501.1.2]
62. Clothes dryer ducts shall tenninate outside the building. Max length is 25', reduce 2.5' for each 45deg. elbow.[IS01.3]
63. Trenches dug parallel to the building foundation and deeper than the footing must be at least 45 degrees from bottom outside edge
of footing to the bottom inside edge oftrench.(3113.3, illustration pg.294]
ELECTRICAL
64. RESIDENTIAL ELECTRICAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSUANCE. All electrical work shall
comply with current codes and will be field-inspected for compliance. Building penn its may be issued without electrical pennits.
Electrical contractor must confinn an electrical penn it has been obtained before starting work.
65. Provide grounding electrode at electrical service, consisting of (or connected to) a minimum 20' length of Y,"diameter steel
reinforcement in footings. [4108.1.2]
66. GFCI protection required for receptacles in outdoor locations, garages, unfinished basements, bathrooms, where serving counter-
top surfaces in kitchens, and when within 6' of wet-bar sinks. [4402]
67. Provide an approved smoke detector in each sleeping room, outside of each separate sleeping area, and on each additional story of
the dwelling. All detectors shall be interconnected and shall provide an alann audible in all sleeping areas. Smoke detectors shall
be located minimum 3' upstream of air ducts. [316.1]
68. All smoke detectors shall receive their primary source of power from the pennanent built-ir wiring, with battery back-up in case
power is interrupted. Exception for remodels: hardwiring and interconnection is required only if other remodeling considerations
require removal of the appropriate wall and ceiling coverings to facilitate wiring. [316. 1.1, 316.2]
69. Required smoke alarms shall not be located within kitchens or garages, or in other spaces where temperatures can fall below 40
degrees F. Ionization smoke alanns shall not be located closer than 3 feet horizontally from: a door to a kitchen or full bath; or
supply registers of a forced air heating or cooling system. Smoke alanns within 20' of a cooking appliance shall be a photoelectric-
type smoke alann or the alann shall have an approved silencing means.[316.I]
70. Recessed light fixtures installed in cavities intended to be insulated shall be labeled as suitable for being installed in direct contact
with insulation (IC rated). [4503.5]
71. Electrical outlets and approved wall fixtures in the fire separation wall shall not be located back to back. Use metal boxes no larger
than 16 sq. inches placed in separate stud spaces for the 2 dwelling units.[320.2]
ENERGY CONSERV A TION
72. Provide approved vapor barrier installed on the wann side (in winter) of insulation at all unventilated exterior walls, floors, and
ceilings enclosing conditioned space. [C401.9.1]
73. PATH I insulation requirements: ( Section C40 I for alternative insulation paths.)
Exterior Walls: R-21, Basement Walls: R-15, Underfloor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceilings: R-
30 (max. 50% of floor area), Main Entry Door (max. 24sl): U=0.54, Other Exterior Doors: U=0.20, Windows: U=OAO, Skylights
(max. 2% of floor area): U~0.50, Forced Air Ducts: R-8. [Table C401.l(1)] .
74. Alterations within an existing building envelope may use the minimum component insulation requirements:
Exterior Walls: R-15, Basement Walls: R-I5, Underfloor: R-21, Slab Floor Edges: R-IO, Flat Ceilings: R-38, Vaulted Ceilings: R-
21. El[!erior Doors: U=0.54. Windows & Skvliehts: U=0.65. Forced Air Ducts: R-8. rCIOI.2.3. Table C401.lb Footnote Cl
..~;.\.'~.tt~hf~~.:..'~~..:."..t~.,~~.,~.~.:~~.,,~t~~.:.';~.':;...ti~!!,~~~::~RE. r:~~€~;~::.~~ir.'~.;:d~..'..'.~i~. !~..i.'.~.:~ip.;.'~.t'.'~.'f.~:.!~....:~t.t.:t}\.~~.::m.~.....'~.':k.;;u.e.r.:.~J~."r.it~.,.~.t.:P.'~.'~."...tL."~.'~the City. '.1
"C"',:' '''''I'-~, <..', ~::'I"- ,. I':",,!.' '.'c:':" i. ,.',' Ie< ': :".".' :'h',d:",'- '.,H" ,'. ': . .. - - ", ," . .' . . ',' :. ,.-.', ";:..:"!-": .":.:"'.,-",: ," i' ' .: .....';:..., t -, ".,.; j'"i.'" 1"':""',.;;;1'/1;'1::,',:1 ;'.'I(lil',':;III'I:""I: ,I;'~' ,c.._ . )'., '. ".
3~' . :.' .'pdi"peni)itS':expire:I',80:.Clays after issuance if no inspections nave been 'caHed' f&,orn~pr~gr~ss:n~:.~e:el):iri~gecinthe project.
:'i~~~'!~,f:'~J.!:"~~'~~'0~!~,~:@:(~,.~~~~::~j:,.~,~!~i~e~;~:~: ~h,~S~W;~~~,~;~;::~~:~!:!(.t'~:l:I~,~~~;~~~,~!~:i~~:fti~:~t~liii~"~:~d~'prior. to
,.
DEVELOPMENT SERVICES
22!J Fifo TH STREET
SPRINGFIELD, OR 97477
~N
Single Family and Duplex Construction
Most Commonly Missed Items
..JI....~..J:"..lI'j'"'....'I:I:[t'I'"
This sheet is attached for your convenience. Included are many often missed requirements of the Oregon building codes. Springfield
inspection staff will check for these items as well as all other requirements of the codes. There may be additional items marked in red
on the approved plans that must be completed before calling for the corresponding inspection. When structural engineering
accompanies plans, the ownerlbuilder must complete any additional requirements. Complete requirements of the code can be found in
the 1998 State of Oregon Edition of the International One and Two-Family Dwelling Code. [The number in square brackets is the
code reference.)
Inspection Request Line: 726-3769 Springfield Building Divisions: 726-3753
BUILDING PLANNING
I. Provide ventilation in eyery habitable room by means of operable exterior openings equal to at least 5% of the floor area of the
room. Exception: Proyide a mechanical ventilation system capable of producing 0.35 air changes per hour in the room. [303.1]
2. Bathrooms shall have exterior glazed openings of not less than 3 sq ft., half of which must be able to open, or a venting system
capable of five air changes per hour. Vent to outside. [303.3].
3. Habitable rooms shall have a ceiling height of not less than 7' for at least 50% of their required floor area. [305.1]
4. Provide a 21" deep clear space in front of all water closets. [307.2]
5. Provide laminated, tempered, or heat-strengthened glass for all glazing located in door assemblies, railings, tub and shower
enclosures, or within a 24" arc of a door. Exception: Glazing in tub and shower enclosures and near doors need not be tempered if
located at least 60" above the adjacent floor or drain inlet. [308.4]
6. Openings between the garage and residence shall be equipped with either solid wood doors not less than I 3/8" in thickness or 20-
minute frre-rated doors. [309.1] .
7. The garage shall be completely separated from the residence and its attic area by means of Yo" gypsum board or equivalent applied
to the garage side. [309.2]
8. Garage and carport floors shall be sloped to drain liquid toward a drain or the main yehicle entry door. [309.3]
9. Provide operable egress windows in each bedroom with a minimum net clear opening of 5.7 sq. ft. (Min. 5 sq. ft. when sill is
located within 44" ofadjacent exterior grade.) Minimum net open height: 22"; Minimum net open width: 20"; Maximum sill height:
44". [310.1.1]
10. Enclosed accessible space under stairs shall have walls and soffits protected on the enclosed side with Yo" gypsum board or
equivalent. [314.8]
I I. Minimum hallway width 36" fmish wall to finish wall. [314.1]
12. A minimum 3' x 3' landing is required on each side ofan egress door, maximum 1-112" below the top of the threshold. [312]
Exceptions: I. At the top of a flight of stairs, provided the door does not swing over the stairs.
2. At required exit door, shall nol be more than 8" below lhe top of threshold when the door swings in.[312]
13. Min. stairway headroom 6'- 8"; Min. Riser 4"; Max. Riser: 8"; Min. Tread: 9"; Min. clear width above handrail: 36". [314]
14. Provide means to illuminate both interior and exterior stairways and landings. [303.4]
15. Provide a continuous handrail on at least one side of stairways of more than three risers, I 1/4"- 2-5/8" cross-seclional dimension
with a gripping surface and no sharp comers, 30" to 38" above the nosing of the tread, with a minimum 1-112" clearance to the wall.
[315.1 & 315.2]
16. Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guardrails not less than 34" in
height measured yertically from the nosing of the treads. Intennediate rails shall be spaced so that they do not allow passage of an
object 5" or more in diameter. [315.3,315.4]
17. Porches, balconies, or raised floor surfaces located more than 30" above the floor or grade below shall haye guardrails, minimum
36" in height, with intennediate rails which do not allow passage of an object 4" or more in diameter. [315.3,315.4]
18. Required exit door shall be a side-hinged door and not less than 3' in width and 6'8" in height.[311.3] .
19. Provide 5/8" Type 'X' gypsum board, or equivalent one hour assembly, each side of duplex party wall, and extend to roof
sheathing.[320.1]
20. All habitable rooms and area shall be proyided with a pennanent approved heat source capable of maintaining a temp. 'of68 degrees
F. at a point 3' above the floor.[303.6]
FOUNDA T10N/GRADlNG
2 I. Gravel or other structural fill deeper than 4" which is placed to support foundations must be inspected during placement and the
compaction by an approved special inspector. Provide copies of special inspection reports to the City inspector.
22. Concrete shall be 5-7% air entrained with a minimum compressive strength of: a) 2500 psi for basement walls and foundations not
exposed to weather and for basement slabs and interior slabs on grade (except garage slabs); b)3000 psi for basement, foundation
and exterior walls and other vertical work exposed to weather; c) 3000 psi for carport and garage floor slabs and for porches and
steps exposed to weather. [402.2 and Table 402.2]
23. Minimum footing sizes shall be.as follows: [Table 403.1.1]
Supporting I floor and a rOilf:' 12" wide', 6" thick, 6" thick stem wall
2 floors and a roof: IS" wide', 7" thick, 8" thick stem wall
3 floors and a roof: 18" wide', 8" thick, 10" thick stem wall
'When load bearing capacity of soil is 1000psf, IS" wide footing is required for 1 story, 23" for 2 story, 27" for 3 story
24. Foolings shall be minimum 12" below grade. [403.1] Stem walls shall extend at least 6" above finished grade. [403..1.3]
25. Ground under building shall be sloped to a low point, and an underfloor drain installed to pray ide positiye drainage from under the
building. The grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system is
provided.[409.4] Groundwater collected or drained from under or around the buildings shall be piped to an approyed disposal site.
Subsoil drains which cannot TOmOye groundwater by gravity shall have an approved ejector.[3806.2]
26. The sill plate or floor system shall be anchored to the foundation with minimum Yo"diameler bolts, embedded at least 7" into
concrete or masonry, spaced at 6'-0" on center maximum with at least two bolts per plate and one bolt within 12" of ends or comers.
[403.1.5]
27. Foundation drainage shall be provided around foundations enclosing habitable or 'usable space below grade. [405.1]
28. Columns and posts shall be anchored to preyent lateral displacement. Exception: Columns less than 4' in height, bearing on a pier
or fOOling within a crawl space that is enclosed by a continuous foundation wall need not be restrained at the bottom end. [408.3]
29. Provide 12" clearance to grade from underside of girders and beams and IS" clearance to grade from underside of joists or provide
pressure treated wood. [322.1]
30. Provide 3" min. bearing for girders entering masonry or concrete, with Yo" air space on tops, sides and ends. [502.4, 322.1]
31. Provide access to all underfloor areas: 18" x 24" minimum. [409.2]
32. Provide underfloor ventilation equal to I square foot for every 150 feet. One vent is required within 3' of each comer. Vents shall
hovo oorro.lon-re.l.tanl wlro mooh or equlnlonl with tholeo.t dlmen.lon boing 1/8". Undertloor ventilation may be redueed to
111500 of the crawl space area where 6 mil. black polyethylene sheeting or other approved ground cover is installed,. [409.1]
33. Provide 6 mil. black polyethylene ground cover, lapped 12" at joints and extending 12" up foundation walls, in all crawl spaces
where underfloor insulation:is installed. [C401.9.2]
34. Proyide 55# rolled roormg or 6 mil. black polyethylene over 4" clean sand, grayel, or crushed rock beneath all concrete floor slabs.
[505.2.3,C401.9.2] . . .
35. The grade away from foundation walls shall fall a minimum of6" within the frrstIO'. Exception: Drains or other approved means
shall be provided to ensuTO.J'ositiye drainage. [401.3] '. '.
36. Slopes for pennanent cutS or fills shall not be steeper than 2 units horizontal to I unit vertical. Exception: Steeper slopes may be
pennitted when a soils investigation report containing data to justity such slopes is approved by the City. [401.6]
37. Sealing required between wall and floor, between floor and foundation to prevent air leakage into building envelope.[C40I.S.2]
.~ 84tJ
,/
I
1/ .
I .
lj
) .
,
II
I
1\
/'
I
I
~~
I
/
Ir '
I i
n ~
.1
/ /
," . "
" '18.
, I
~/I -
. / /
/ ;I
/ / I
/ / .
;. I I
,
. .. ...... ~ ., ......'.. .
-'0' , _
14
~ \
~ ,\,
"
\J '5 L r''''''\::
. ~~~~ FC:
L.~~s. TI-\l-
\lol" :r,~. '.C
'1
,
\
L___j~
,
J_.....
\j
~
,
\J
t:J1::;
/) ,
"'-.- .
'\
"
"
'I'
, I .
',3 I'; ~\
. -1-1-'''' j---
I! I!-')o(,.t:,,~vv
c....~e.
I
!
I
.i
"1'(I?\c.~,-
t...a.'->~\4Q...,)
I "3L"'-1 c.02..
,14'" 1.'
. ~'.' -. . .,'
\ .....,..
-.~ -
,/c '........
I 0';5
-
CITY 'OF ;,Pid
APPROVED
I \
I ~, I
I \. \
: A./OAPT# 1"6'ttP.6'~' \
<K5 ';'5' 4<.?! /.# . ,;.a a:> .
C'o' ~u:G.
, C-
, ~
... C- ~
~ ~~
~'Ia
. t..'\
~"\
r-,u
"'::0 ---C-;.--- ---
~"i! U
'.,~
\'\
~,
G'
..-.
,
.~..
~
....-
(--
.. ;-.
/
/
/
. '-.S"
(
..<.'-.
....
.... ..:........
,
." '::
G'
'-'\
s~.if's>.
----
,1
~
~ .0
~<P
"-
.......
(
;.1.4
;~IJ
1:4'
. .d'l
R^, "
i!O
Ii 1(
'j~
fl ~i!.,
~l\' ~I I
.~ ~~ ~ "::1,. ~;!
l&' ~,I a;
,!\. ~I '1
I ~I
:'\1
~ .
- - - /~8..r ~ -~f- ---;- -----.:>~_:90---;.---.l I, ~o:... \
~
~
,
~
~
~
-~.....
.\'
~
"
---
- - - - ..r D.~ '0$'"
I.H'.II' (O&.o1P"A"ALL)
. ~........ .;::
~
~
~
~
I
XI.\1 \\\l\~
~ / .. .,.., r':~:-
_, ~,' L........ '_.'
,
~.
~
~
~
.
......---
~
~
.
~
..
-
'.....
. -"
.' -' J
':.........:
. . .
- -..'
~. .
Vl
v-
I
I
~
,
4lf..8.
---.-------.......
.....
..............y
.....
~ ~
~ ~
%
~
~ ~
~ ~
~
~
~
.
~~
~~,~
~~.
~a'
~~'
~~
-~ -"'0:. ---...o~.-- --~a:;'-
- ~
//c::2<tl,:r
"
'<'::;;---
c:""..:r~~
, ~~,d''''l:>=.~.~/,a....
:' - "i;;'p'/;-',' :." . .
~ /O';';'l/.er:.;-s ,oPE'"
I_::'~~~~:-_-- - ___
Jot . tb$=76 ~oo'
.
.sao09~4"F <',;.s"..,'
c--- _, _ , , ....~7.'<::t).
~I as:cx:>" ~/.c:::t;)' . .
1_, ------ ---"-
~.~) .
. \t\
I ~.::..:
" ~~~
~I'i/~e
~.I ~ ,(\' ~
" ~
I~ ~
~
"u04!"nv
/b;7.t::.
~
~~
~~
~
~
to.
...
, ,
c,J) J-..~ r {l.tJ o-r s
I ",
SHEET NO _
: I~~ : : : : :
CALCULATED BY 'I,r; ii-..... .....
. .. .
CHECKED BY ... .
QiF u'Z.-1.-
"..1/
..~(I(,01
""TIO ,
.. ..
. ..
OATE
'.
CUENT
CALCULATIONS
STRUCTURAL
BUILOING DESIGN' FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
. .
" .
w.o...
I ("' 7.- 5.3
Engineering of Structure
. -
.. ..
. "
. .
. "
... ...
. ...
. ....
. .. ...
.. .. .
. " .
Lot 93 McKenzie Hills
Plan 8a
...
" .
. .
..
. "
" .
Lane County
Oregon
1998 OSSC
Seismic Zone 3
Wind Speed = 80 mph
Wind Exposure B
"
Snow Load = 25 pst.
Floor Live Load = 40 pst.
Roof Dead Load = lS psf.
Floor Dead Load = 1 0 pst.
Wall Dead Load = 8 pst.
Minimum Shearwall Nailing and Sheathing = 6' o.c. Panel Edges (P.E.), 12' o.c. Field,
y.' CD Plywood or 7/16' OSB, 8d Nails
Minimum Root Diaphragm Nailing and Sheathing = 6' o.C. @ Supported Edges
y.' CD Plywood or 7/16" OSB, 8d Nails
Trusses By Others (Not Reviewed By This Office)
'..
l)\("/'I;..
-'~..;,1
~r:~:i.":'''~~'"~
c. ';'''':''''::-'f.,:,-~.';l,
~~ii~
"j .
. ('I",EI'.\ .
, ,
CALCULATIONS
. - STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PlAN CHECKING
CONSTRUcnON INSPEcnON
CLIENT
c::;.f1AH~,",
.
.. k
. . t .
. -//f'A.,..
.., ~'"
I .
" .
SHEET NO. .
. .
"..
CALCULATED BYe ...
. "
,
..
. "
. .
..
" .
"'
"
. .
.
.. :: . .2.. L
: 6)FI-
" .' : : 4//((O[
DAB
DATE
. .
.... .
. . "..
. " "
. "
CHECKED BY
w.o..
.
//:;,Lr;.~
. . .. .. ..
L.,ATE" Yl.J<l4- . . . . "
L-O/.lDS: " . . . " . . .
. " . .. ..
. " . " " . "
" " . . . . .
. " .
WIND lOPDf
. (-n)
VvWW ,lU"1f ',(2.: "1.ljfJ!f
Ll1Jw;'.lpf':C:~) "'i."IPJ(-
1...w1l:],lprf.( ~~) : 16prr:
L"-'t... 7 1,'lt C;~} : g .2pu
SEIIfl1/c:. .
V. ,..... {j)S
. ""fl (~1
v~ '.l..(.. a~)C
6' Lv)
-" _ "'l w
-II,
115"
'- ~
40'
<-'1'
Top FLOOfl-
<:::,"l<.....-L'~-
1245 PEARL ST. " EUGENE, OREGON 97401
.
.
.
.. .
.
.
"
.."
V.
Ii
v'o
,
".
,
TEL: 1541i 484-9080
~
~
v..
~
~
v'l.
'-
, ,
~rJ'U~
. .. .-:7 .:. . ... '44..
SHEET NO. -~- - ~ en" .
.-&.A... . ~ / I
. . .. ,tnW .. . ... 'I J~/ Q)
CALCULATEDBt.~ _ - ,t. .. D~i.
... . .. ~
CLIENT
CALCULATIONS
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT. PLAN CHECKlNG
CONSTRUCTION INSPECTION
CHECKED BY
DA1
_ .../ ~26 .
W.O.II
.,
. .
" "
. .
... ...
.
. .. ...
.. .. .
. " .
F'Nl:> lJ.If ~I>J
. " "" .. ..
. " . . " " . .
. . " . " " "
" . " .. ..
. . " . . " " .
" ". " . . . "
v. z 1I...
WIND:
A",: . ')(I\..')L8~ t 4.')(r{J = IO"Lfr'
A",' 0
Vw' (9.4 of 'J. "Iny.) ( 10 "-{T') · HiM Ui. . +- t.ONTJU><..J
S~IS/>H<
.w: /"f+-(I1.}~) + 8"IC(C;,)(2~')"7li'4@(..(j
\{: .'7848U,r C/O) .. '14 ~l"br
/,It
1,1,'" V.,
wiND:
C' 4'Ui}=o8J""
J.k' 6'( Ie') : IC81'7'
V",, t'1.4/'Wf 1i,"IPU}.&Bri'j ~ (J.(p,{..f'i1.Lfus;;)C /oa fr"')
- 2.J/'fL~l> ~ CONTf4JLJ
SeiSMIc..:
~,
~..
/6"I'Jf Ct8')C~/) + &"sI'-OJ)(8') :: 711/1-(6,
"7 If \...Lb~ .
/ - (. fbl) - 8'1("l(')
.4
1245 PEARL ST.' EUGENE, OREGON 97401
TEL: (541) 484-9080
'-
'II'
~.o .,'1'
C .~."r,.
"'. ,."1f<~'OC>::r
Q.~ p.t ~.'~ .i..<-r. .'''~.~'[.~ ,..:t
';~.;:'~~~~~;-~~
,,"13 .I,,-U,:o.~
'//.- ~t.;.!\..
~[~
. ,
CLIENT
. SHEET NO.
G-,~
!.'4..
. . .. .
:..~
,
"" "
. .. J..k.
"Fl I' '
: : : I-I//{/O]
.. .OAlIE ,.
. ..
CALCULATIONS
.
" .
. .
CALCULATED B.... ..
. " .
. . .
;
" "
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTlON
COOE CONSULTANT. PLAN CHECKING
CONSTRUCTlON INSPECTlON
V5 ~ .\i
CHECKED BY
w.o.,
" " "
.. .
nA,TE
. ../.;'u;J ~
" "
. .
. "
... ...
. ....
. .. ...
.. .. .
. " .
. . "" .. ..
. " " . " . " .
. " " . . " "
" . " .. ..
" " ". . " . . .
" " " . " " .
\NIN1)
A,,'" 8'(1\.') ~"I6rT"
V....~ or 4~\~ t q"llt~ (<\6(,') ... 1'1''lU,~ ~a.oNf"L<l(....s
~ tl H>l1'- .
w = I()N~ ('-/0' ) t I"L') .. ~ps('( 8'J(......'J -: b]J{(6J
V. '" HH.~
! C\b,) :: 7l?j 6l~'
1.4 "
T~TI'IL: '4,.,t~ -+ I')E,/u; - S,'O?Cl!LoJ
v.;
wll~D
A :
lv.
v(,~
SEt 1i'1/ L'.
w:
V;~
'2' (z...o) ': 16iJ(f~
I tOf,'" ('l.4PS,<t '1. "1P5t-)
= 1.<-148 L6J" CQlVP'-6 Lf
lOp j(. (l..4l,) (1..4 ')
., 1>30U,; (.Ior) :
1.4
+ 9prf (j)')(tfC>) .= 7360L6j
8/8LbJ
TOiJqL, 1..44BLbr +2-JI'i((,= 47G(bs
1245 PEARL ST. . EUGENE, OREGON 97401
----
TEL: (541) 484-9080
\..
~,~fc/.
lC.~'I!'~:l~;<i\{
,,"j.I;!~.,,~~,'.~:'P.-.I
~~
(1,'1,1 ff.I,,,J '1' (;
." ~"'I.l
~
,.
G- 'fr<.
CLIENT
, ,
,
'C'" \.
SHEETN0 ... "-,j. ~. .. 1>F-. ~ 1-
: : : : ,..4....; ; ;; ... L J/; L J..
CALCULATEDSV--.. .. ".4-".. . tJA';;: ...,.,JDJ'(j.J
... .. ---.
. ... . .. . ..
CALCULATIONS
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
DATE
,_1%1.
W.O.1f
.
'.
" .
" "
. .
... ...
. ....
. .. ...
.. .. .
" " .
'4
. .
. . .
. "
" .
/4'af7;" :.
.... ..
. ....
. ....
... ..
. .. ..
. . ..
WIIIlII
A",u.: y' ( l..tJ') of Lj '( /1') :
A1l. -:. 6 '(/') = Lf\.fr"
( l) (oM"4><-[
Vw: /48/1" "I,4tt).~) ~ 1..(1..[,>- 3.61 g..... = 3<JOL{l&. ..-
SEIlYl1j.I..;
w: lOl"u,C2.0') (~lA'J t 8;J!((~')(trl>? i !fpsr(l.t.,'){f;') :c7l)l.OL6J
\,{- "l'1Lolbl .,
S' _ (.161) :- /IHt61
I. ~
TOT/=lL: L1IqL~ -1 Jt;'6l< L{.f' t)'Ctfct Lo!
v, = 11;"
.w/lVD:
Av: ,-/'( IV) :'-I~rr\
oJ,",
At.< :; ~'(n.'). q&fi)..
..... .
/'\".',0
. v",,, 'f6fP-Clf.1
(I). '1)
..{. "7 (;,<'/ ~ ( I::PI) :: I Q/lJLfa .
(q,,) :; l/e()(6s~
5E7Sf111C.
Lv~ 'Lof,(/<JPJ~) (l.'-t') + ElJOJ( (2.'tJ{8); 6.S3HO
l{-:' .6JJ6Li'J (/61) '" i'fH{r
(.4
,/OTAI... : 3C>~04) -I- f/Q6Li:,r-::/'{L/6 Us
-
-
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
'-
o It "1'1/.-
.:..~~,~~tJ
"'-.'+r....,. '_.",. .;.~ 0
'!:';"I'~_m
"-, 1'-1'1' C:
/.'~-'P_"".':o.
'.-/, "
INEI'.\
, ,
CLIENT
Gf?
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT. PlAN CHECKING
CONSTRUCTION INSPECTION
SHEET NO. .
o "
" 0
CALCULATED B'" ,. .
" "
o "
!.' 6. ~.
.. . . III .... _
. . ...4-1tA~ .
.. .,r.vf.IIAI' .
" .
o 0
"
. ,
. .. -2.2.-.
.JF _
o " 0
o " 0 4/1(/0'/
. DAiE ..
" ..
CALCULATIONS
o "
CHECKED BY
DATE
W.O.II
J?-l,h.i' "
o "
o "
" "
... ...
"
o
o 0
o
. . . .
. . ...
o 0 0
" "
VI' '. CO,vc..l1.8 \/VALL I '-ot.tL>
NCJt tj Co f\I'-t:/\Wo
v,..-
"
o
" "
"
"
o
o
"
o'
" "
.. ..
" 0"
o "0
o ..
00"
o "
..
" 0
" "
..
" "
o "
WII\JD;
Aw: 4'("....0'): 8c:.1'r"
vv~ "1.4t5'''t/'S~ (aof;-) ~ j2.'Uj L6J
'.
~ CDIIJTI4 LJ:
~$f11I(. :
v:; 0 'toOL 65
"-
"
TOTAU /2..1...!f.U5 + t)81'1lbs
= 70'{? UJ
1245 PEARL ST, 0 EUGENE, OREGON 97401
TEL: (541) 484-9080
liYaII..I.JnL1
L.oad: .
What Controls?'(W Of E~
Plate Height
TOhlIWalline Lengtt\:
TotaIAraaafOpenngs:
unitShear':
PerforatadDeslgn7(yorn):
IIillII..I..Inl
L~:
What CcrltnlIs? (WorE):
PlataHelQht
Total WaD Unlll,engltl:
Total ArM of Opening.:
UnJtShear.
PerforallldDes.lgn7(yorn):
WaJ1.I..IDLa
Load:
What Controls? (W Of E):
PlateHel;ht
Total WaI L.k'Ie Length:
Total........otOpenlngs:
UnIl:Sher.
Perloratlld Oeslgn?(yOl'n):
lI!lliI..Ulll.!
Load:
lNhatConlrols'l(WorE):
Plate HeIght:
Total WaD LIne Lqth:
Total Area otOpenings:
unit Sher.
PerfonatedOeskln?fvorn\:
'7:t56111bs
',J:.VJ
;;;',.1.
::'>34ln
,,':~~sqfl
"..
"
7"'1561JIbs
"W
',E' aftt
,....,
34ifl:
_,\s~_4a;sqft
62"
"
-231511bs
,'"
'W
, ',1.
; 241ft .
. (
;';,20;sqft
116 pit'
~Ibs
)U~~~ft
)~24tt
.~sqn
....
"
Shear Wan Length$:
PIer Deslgn (y or n):
SIlulWaDLengths:
Pler OesIgn (y or n):
ShearWalLengths:
PIer DesIgn (yorn):
Shear w.a L.engths:
PlerDeslanfvorn\:
E"
.I..4....
",%4f1
;.ft
. ~ ft
01.
(plf)
.'.'....'.?,.~.
;259.
;i59l
~,": ~.
'.
......k....
.
" .
. "
.."
. .
. "
..
. "
. .
..
.
"
-
..
. .
. .
..
.
.
7/'1-.....
, .
!ll/~ /~j': :../?D
:.8 !.C"l ~~ :
. . --" ";'"J). .
.. . ..
- """"""' """'"
(!bIl. Aoq. .... ... . .
. . . .
~. N"""- NO'" . . . ". .
." .
-&47. None. N",. . . . ..'.
221 . Nono8 N",. " . . . .
... ... " . .
" . .. .. ..
. " . " . . " "
. . . " . " "
" . . .. ..
" . " . . " " .
. . " . . . "
"""
(1)0)
""
792
"'."""
R...
N",.
N~
"
01. - """"""' """'"
,plf) (1b<) - ....
;-:41ft .\;;:~_l:l. '" N"" ......
;'6fl: $,259 .21 """ """
{15 ft , '.25~1' :"'" N",. N""
~ . ~',1. :{( '.
. l:""~""J '.
"JPft
".4ft
,.
i ,ft
.'1ft
~ft
~.'4:
,;~ ft
.Cl .
;>. ft
"
'i'."'"
."'
;,
~
01.
.'P-!'
~;t~?,
ftt'.if
.......
.
";""',
~
"
01.
(plf)
~}~~-
Up""
(Ibs)
'"
Hold"""
Roo.
None
, Anchor
Reiq.
N""
N~
"''''',
Roo.
N~
lI'aIllIlIU
'.
'load:
What Controls? foN or E):
Plato"",ht
Total Wall LInfI leAgth:
Total Area of Openings:
UnItShe8r:
Perforated OesIlln?(v or n):
. .
T30:WtIs
;,t".",.1
:j');Y!i
:""Ul
f", [341ft
. ~ ;,' .l
~19~sqft
17Bplf
"
ShearWdLeng1hs:
P1erOeslan{YOfn'l:
74ft
>"4ft.
e'".
'4.
;':'5ft
~ft
.Ill
'(DIf)
"'325'J
l;'r,. .:
'.325~
, 32~r ~
, ~'32:if,J
ikli.t:J
f
. .. .. ..
UplIft :tfId+:+4:
lbs1.. etwJ. ..Rea...
-"'01 ~."
998 ~ono None..
990 None None
BB2 'None None
, ,
.. '..
, ,
, .
" .
... ...
eh~ 6-, ~
.1'1;), '"' 4//6/ OJ
/".~J .
.
"
.
, "
, .
. "
..
"
...
.
.
"
. "
,
.
. ,
. .
. ,
" "
"
,
,
. ,
"..
.
"
. " .. .. . ..
, . , ,. " . " ,
. . , , , " "
, , , .. ..
. , , . . " . ,
" , " " . , "
waJl.UJm.5.
III """ Holdown _oi
Lo8d. ~ 3030 Ibs ShearWallengths: I~ ~J Roo. Roo.
-,.,..j NoM
Yihat Controls? CN or E): ,', w l' .325 ' 462 N""
"J. ~ .J :';7ft
Plato"""ht 'p.,~.~ift ,32!h. '36 NoM Non.
TotaIWaI Line Length: : ~' . ;311 ft 4' ,',325 462 N""" N""
Total Area of Openings: --:!Q; aq ft t1~,ft :325 "09 N"" N""
UnItSh..-: 112p/f U. ;W~
,
P8lforatadOeslan1(vornl: PlarOeslonlvornl: ,
" "
lYaII.J./nU
load: .
What Controls? rN or E):
Pbtel:'le9ht .
Total WaI ~e Length:
Total Area of Openings:
UnltShear:
PerforateclDeskln?fvornl:
waJl.UJm.5.
Load:
What Controls? (N 01" E):
PlateHelght
Total Wd Un8 Leng1t\:
Total Area of OpenIngs:
Unit Shear:
PerfofatedDeslon?lvornr.
Total Length ofWaI Line:
Total Area of Openings:
Ad/Ustad5hear:
Dead Load on Waa:
""""
HoIdownRequIr&d:
Anchor Required:
'.,."',4763i1bs
.,.. \v1
Jr. I
-..'61"
)o<'34.ft
. 1 " ~
-.;.@~sqft
340 pi!
"
;""58191bs
'-'~J,~
.1> l-'8'ft
.'4'24'1ft
~.~} 267: aqft
306 pi!
24.
",..,
.463p/f
'00 pi!
21071bs
HTTW
~..
ShearW"L~:
PIer Desll1n (v or nr.
unit Shear:
LenglhofWlnclow:
LengthofAd,lKenIWd:
HuclerClstanc:e:
_""'ht
Strap Load:
CS18 Strap, ELc9",18-10c1 Tot
Shear WaD Lengths:
P1erOeslnnfvornl:
C"?1"I'I 3""a
"37-/6<.<. c:0.wo
"Ix F~,~
...
;~6 ft
'4ft
~;:" ft
~ft
.'7).7 .
, -~tft
,"-~~
:..:Jft
III
)oIf'I
-.,<
.'-.....
~
v
340 pi!
5'
4'
1.33 ft
,.
...'"
Dl """
(pII1~ (Jbs)
.~; ,~'
",'
"
~ ..
~
"
"""
(~l
2722
'722
2722
Holdown" Anc:hclr
Reo. Reo.
HoIdown Anchor
Rea. Reo.
lI/JlD..UJlA.!l
lOld:
VvhalCOntrols?CNOfE~
Plate HeIght
Tota/WIDlIneLength:
lotll Area of Openings:
Unit Shear:
PerloratedOeslgn?(yorn):
WaLl I- in. r^,,"llllI.
Load:
What Controb? fN or E~
PlaleHelght"
Total Wd .l~e Langill:
Total Ate8 ~ OpenIngs:
unit Shear:
Perforated Deslgn1{YOfn):
w"lllr"..11'~.emL.WaIl
,_
What Controls? CN Of E):
Plata HeIght:
Total Wd Line Length:
Total Area of Openings:
unit Shear:
P8fforatad DesIgn? (yorn):
WAn I In", 17
~4216JIbs
:r::"~J'.
'j~~:~~ ft
~gsqfl
105p1f
"
-~~~ll''''
~";'..'_8 ft
.,rI.,
. "40ft
.::olsqft
pit
"
. . .-:~.llbs
-:',./ft
't._ fl:
"1,.,,"4
.;,..!.,.sqft
pit
"
CON CJ'Uqo:
ShearWalLengths:
Ptet Design (yorn):
ShearwaaLengUls:
PlerDeslgn(YOf'n):
ShoarWaDLeng1hs:
PIer DesIgn (yorn):
-"Olft
.
.
,;,ft
2ft
Cl
(pit)
. 11"'00',"
:~--,;:-:
"
. .
. .
...
. .
. .
..
" .
" .
..
.
"
..
. "
. .
..
.
.
~"
. .
. .
..
" .
. ..
e:rl'J..
~h."'-. /}),
: Lftm'l>J
: li1::-:
. . -;1--6
. ..
.
. .
. .
. .
" .
"
.
.
. .
...
.
.
'~"ft
;ft
.4.ft
'.
~ft
Dl UlOft
(p~ (Ibo)
j~~-;;~:~
:1-,-;':"--,
0'..~}>=-r
~
UpUft. HoIdown
.,.,) .: ....
.M7 be
. .
" "
... ...
.......
....
Cl
(pit)
UlOft
(Ibo)
"""'...
....
An~.
.... .
None ...
" .
.
""-
....
^""""
....
~;o.D: 70'iJLI:,;
F/'Ll>>vl FZ"N -"'IN <V4L\.,
,/
-fJ5'"'10Lt.r :: I06'J,JL6:s
. . .. .. ..
. . . . . . . .
. . . " . . "
" . . . .. ..
" " . . . . . .
" "." " . . .
"
].
>" fl:
\:
;"I,fl:
"
, .
/.-..It--'......
,/, i...~;i!$1e.jJ.:':;.
;~t;~t~~-~<t~. \
I ....d.....-.-.;...,~~~~1
\ ~~J}_._:~~I~'.'~ i
\:<,I1U.LU. ex
\<'J?(."~,~.~.,,,,~^,,'W'\;;o. ,
" I "",,"'~" l.. ','
-"< ~-~y_.~~.~,~\ -'
.' 'I CLIENT
CALCULATIONS
SHEET N" . . 10 P'
o .: .11'r:. . ..It
CALCULATED'~. - - - . r. ~. lMTJ
. . . . . . . .. ..
. .......... .0-.
CHECKEOay < <. .... 0 0 ~!
o "" . ". ;t;Lii?
"iL
<-t /JI/d_3
STRUC'lURAL
BUILDINCl DESIGN 0 FIRE PROTECTION
OOOE CONSULTANT 0 PlAN CHEOKlNCl
. CONSTRUCTION INSPECTION
w.o.,
J
TOTAL AND TYPE OF NAILS
. . .... ... .
.. .. . . ...
. .' .. . . .
WALL . NUMBE~~S,:.-: ('-'~;b)giJ")J_
TYPE OF STRAP - _<;,v.!iJ.___~_~_~
. . .' ,... ..
STRAP END LENGTtJo-t _.'1..:.-;...: -i-.1----
. . . . .
EACH END OF STRAp'"";."'I-1t1"'-_.!.~__~_
r END LEN,
II' . II . 'Iii . II
I I"
-- -r-
I I
,I-r~
STRAP ACROSS OPENINGS,NAlL TO BLOCKING
/l~
.r: }. 'If''KI'
":\.
H~-- - I
"
II
'I
-
..'c"
-- -. ~
. .
I.
~ "
HOLOOWNS IF SPECIFIED ON PLANS
"
NOTES
. DOUBLE KING STUDS ON EACH SIDE (jF~ OPENINGS'
USE SPECIFIED SHEATHING AND EDGE NAILING THE LENGTH
OF THE WALL, ..INCLUDING ABOVE AND BELOW OpENINGS
USE EDGE NAILING AT BLOCKING
iPIER
i.
. 1"
o ES1G N
(TYPICAL)
N.T.S.
~
1245 PEARLST. o eUGENE, OREGON 97401
TEL: (541) 484-9080 .
0" T 1/..
~~-~~f
,,~j~~~~[
..,.1.LU!:.o.(;
'/1"="
01,\'1'1'.\'
, .
CALCULATIONS
. ..
CAlCULA1E~8" .
... ..
. " .
CHECKEo.BV. -
..
. "
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
CLIENT
-frl2
SHEET N"
" .
2'L'
~ /N/4J
w.o.,
OF
..~ ...
. I' -(,) . . .
- - -.. ()ATE
.. .. .. .....
.. ......
... .. DATE
/ Ijl.ljJ
. .
.. ..
" "
. "
. .
... ...
... ....
.. '......
.. ........
.. ........
.. .. ..
. " .
DESI &,\\ 8' lV-Is ~f?1e:1Vr wA LL
. l..OAu (~i'rF 1J,,'lf) 13' >
'. + e,ir (I")
~ /i1opq (eA.) lB') =
.
Jjl...OPLf .
. .
, 1~~Pi.-( "
800}><(
/4'-lflp<r
.
.
.
.
.
" .
""
.
.
"
. "
.
.. ....
.. .. .. ..
.. .. .. ..
.. ..
" ".
. ".
All/Ai.
r<><:lTI N(,. SI ZG :
14<tV,.~ .
- - <: I088prF
I. nl
Rt
"
\.
8'
r
"-
"
R, '
1f,..(Jti) (8"'")
:J
.,.
~ J71Lbs/~
f"lilJc1X =- [}'L- (1Cj )(8)] . /1..83 (.8)
'. II '5"0 Lt,:.,.;:
0- '::~::OPl!)(I_V/_ ~('.~tll"O)j0:) ) -:',OuJ
<<'0000). . ~'1tuf40)C11-)("ftJ= .00"4
f-.- ..
"l,pe
'10<>1>0
((0000)
. o<.>J
"
, OQ~
~~-q ~
. OOfi(4)(1'-) : .L.tH~'"
,003(4)(1>-)= .14'-1....>-
'1'1J @IO"o,<..
/I f J @ 11-" eM.,
1245 PEARL ST. " EUGENE, OREGON 97401
TEL: (541) 484-9080
II'
~:1'
"'~','!~:T\';:~'Vh
c, '+'li:,',:;"".'" ,
~~
1-'liISI.L;Lc:
(i;I~~0
r,'/N E\'.\
, '
CALCULATIONS
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKlNG
CONSTRUCTION INSPECTION
pLAiE ~ICrIj O~ e' R€:1 L,.AL~
..
;.
J.
w_"
J.
8'
..)
~ STAIRfJ
6'-, ,.
PL.AIII V/~
1
p-= 3$Jj?JF!(7 L'6'): 7-bO /.!r
...5:~ D"~~.
b ;' a.
CLIENT
SHEET W'
. . . .
CALCUL*.= B~ 00
o 0 0
" " 0
CHECKED BY
W.O.#
.. ..
" "
" .
" "
... ...
/L
~ 6k...-
o 2. t. '
<-/I',/a]
o OF
...~ ...
. . .,-..J . . .
~ - - -.. -CATE
.. ....
.. . ..
o
o
I/;'l-I:J
. ...
. ....
. .....
.. .. ..
o . "
" . .. .. ..
. " 0 . " 0 " .
. 0 0 . 0 " "
. 0 0 .. ..
0 . " . 0 0 " "
0 0 . " 0 0 0
li'1buJ {"lI1} 70 pI..(
.
Vl!Vt-r rTt!'EL:
)4Wt /!1ornGNT. . OY53 (2..90 ) C 9')
= O.)1-Lb--t"r
[jt<iJ ~ 10 "0, 'J
1245 PEARL ST" . EUGENE, OREGON 97401
,
14-08'
(
"
"
"
TEL: (541) 484'9080
DATE
O\~TII"
-~'~~&:f
D.'~i '1'-r"';""',"N~:::r
'J.'~:~t..!il
,~ - 1"'1' .
".lIBIL:..'..:L(;
></'-"
"'''\;'jS'iT\")\.
, '
CLIENT
CALCULATIONS
SHEET NO.
STRUCTURAL
BUILDING DeSIGN. FIRE PROTECTION
COOE CONSULTANT. PLAN CHEC~NG
CONSTRUCTION INSPECTION
. ..
. . . .
CALCULA-O=:.,)V:.. .
o " 0
CHECKED !Iv. .
W.O.#
\="IND fl..E"I'/,,1/0IVJ t:'1)"lputJ,~
\=.Top: Pi> (-,-) (4.) (~C-o(;r-)
t" CDE<", ~ -- Lt ')
~ 1.~O (9 ') (. "\..)(6.1.-7') (,41')
-.: j1_,o~
r!\l>.' PI> <...~) (')..... ) (.\:(;C>U)
C ~E:{:~ 1.18.
~ L't.b(og') (.1-)(6.1.ij')UH1)
; ~ 8 E;LJl(,s
~{'l>€J ~ Pb (.'-) (b) (:z..co~F)_
~ (..0 IZ:r. ,1..6 tJ
:: Ulo (S'y 1.-} (.8 ') C."4>~}
: 1lfOl~
. R~ql~f..U C>1'l ..;.L. WKlL-L-J
p_' 0 (J.l -#<j'jC> ~5
_ ~ {lc.~L.~
'--
1245 PEARL 5T. . EUGENE, OREGON 97401
.. ..
o .
o "
o "
... ...
G""-.
'/1
OF '"2..2... .
.. ..
: : 5..TE '-I J/t/4]
o 0
..
DATE
: : f'1>:
. .. ..
. .. .
1.fL?J
. ...
. ....
. .. ...
.. .. .
" . .
0 " .. .. ..
. 0 0 0 " . 0 "
0 . 0 " . " "
" " " .. ..
0 " " 0 . 0 . "
" 0 0 0 . " "
"
"
TEL: (541) 484-9080
~'b=!,~f
~'')lt;,:;":",,,'1
0. ':'-1;; ':.'~;';"'i.i;-:,~' '"~
>,;J:;':~:~~..
".ID.b..U,..~
...,..~..::::Y."
"IN 1:1'.\'-
, '
CALCULATIONS
STRUCTURAL
BUILDING DESIGN. FIRE PROTEcnON
COOE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
r {3L.oc.1\
L fl..GTE
;1t
~.
~(: LOC>ll\.. Jrr
T I) /ilU:.>c.t" Vv '1.1
........
A"'t:> /V41i.. 8()rr,--
It><>'\i Ql 6 ,. O. t.-.
CLIENT
SHEET NO.
. ..
CALCULA 'PED'Bv. .
. . . .
... ..
CHECKED JlY: .
W.O.#
" .
.. ..
" "
. "
. "
... ....
(:1"'\.,": ......JJt;L~ C 11') - /?.... (J<p..'1)
1'2 ~ /fj6]("M
..
ffv11.~ 2.31ljL6, (6.1.-']) -Il, (/9,1..1)')
Ie,:- 7'14...6'
.'" 7~1..u\ voH IIVT!:> t-VA/..i.. IJ
1245 PEARL ST. . EUGENE, OREGON 97401
. ."
" .
. .
..
.
t:S' <-
_IU
:-f!b = :.~ATE
.. . ...
.. .. . aATE
16U;?
... ..
. ...
. ....
. .. ...
.. .. .
. . .
.. ...-
TEL: (541) 484-9080
.
OF
).......
.o//J4/d3
,,~~.
-~,.'P::~l'i:ji~
0.'....1, iJr."'''.'''.J'J\::r
~...:.::~~
~'iJIQ.lS.I;~H",-c:
~\'
, .
CLIENT
Cr"L
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PlAN CHECKING
CONSTRUCTION INSPECTION
SHEET Nf" .. .. ..
. . . .
CALCUL'-:iO at 00
o 0 0
CHECKEEfS'l .
, 15
.. .
o 0 ..,.,.,....
. . , ..........
.
.
I---L.
't 1/(/(1]
o "0
00"
... OF
000
. ~ :CAlE
" "
..
DATE
CALCULATIONS
o 0
"
w.o..
/ .f l.of?
-
.. ..
o 0
o "
o 0
... ...
. ...
. ....
. .. ...
.. .. .
o 0 "
TOTA'- '--ClIOt> ,NTO '-' "'-I f)'
" " .. .. ..
0 0 0 " " 0 0 0
" " 0 0 " " "
0 0 " .. ..
0 0 0 0 " 0 " 0
0 0 0 0 " 0 0
. TTJfJLf- [/'1,"'1') .
_ - -=- J&)'1DL.l,j
-z..
-t 7'P-~
~ 7'f3L-.. 1..(;1
-I IIOC;L~I.
~ Ilolil b~
-'"
".
,
fS441 l6j
TOTAl: L.OYoll) II\lj" L-vJOLI... A
.. """L\;
~~S Cl \.-\,;(t '"' ~I...L ~,
UNIT !HG:,Iq",--~ 54<nL.bS
en'j' +4'
: 3'11 pt.-I;. .
Unit Shear:
Area of Openings:
H:
Total Length of Shear Wall:
}.~~ plf
,". 'A5 sf
. ...."..
',8 ft
t,.;,_.,
'24 ft
OTr> = "J161>1.f- {l.....)(e'}~ , I ~ I<-{y
R.,: &'mr- (~')C"""" )(,1. '). 18 'Ill. L/,,~
+ 1.0..~ (g, '1):"~~{/1'): 4 a,'i,sou;-v;
- .
. 69, "L"coa-Ii-
11,0.,0 - t-4 (6 ,,/, "l.'iuL<>-4)
T--
Perforated Shear Wall Design
Adjusted Shear:
, ".5~,8Iplf
Dt'
. L 10C) lb'
[jar'", '-'IJfTLn0
t% " 0 S 11 tioiM .I1l>GJ"
~~~
E'<<. N"ll LJ'
4 "0_<. E:CJG-IC
12-4-1 c..... ,.I-J~w.>
(>(..<<"'1<-1&0
4lt P~'IVr:r ~ A{>J(;jftv/"cr epue:5
TEL: (541) 484-9080 -------
1245 PEARL 8T. " EUGENE, OREGON 97401
~
~~
-~'.l!~::~~1:i~::r
c.~".!.;!;:f;;'~"'".
' "
,/., .i.;.:;..~.I..c.:
"<I-=-VC
OIN I' 1'.\'-
CLIENT
CALCULATIONS
SHEET NO.
" ..
. . . .
CALCULAl1~~Y:. .
o " 0
CHECKED!Y. .
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PlAN CHECKING
CONSTRUCTION INSPECTION
W.O.#
"
.. ..
o "
o "
" "
... ...
Re;.oWiO: '-''''\..L~
6-h..
.1 t.
OF
" ..
o " "
: : ;ATE
" "
. .CATE
/t;l,P
"0
" "
o 0
..
o
o
..."A
:t:""~
.. "
.. ..
o 0 "
..0
"
o
o
o 0
o
" "
o 0 0
. . . .
. . ...
o 0 0
o 0
" " .. .. ..
" 0 " " 0 0 0 0
. 0 0 " 0 ." "
0 0 0 .. ..
0 0 0 0 0 0 0 0
0 0 0 0 " 0 0
Wf'O: I t OVfl.l.l
UNIT ~1-ie:M: /I0'>V"1
~'
[&'1P /)6r.v1.-o Ol~
-; <-f6pq:
,
".
1245 PEARL ST. 0 EUGENE. OREGON 97401
TEL: (541) 484-9080 .
o
~'"- '
..., IICId'i
,,"~'~jt
r,':..',.u.;.--::-\~.';1:j:
C:. j{~:~~::;:~:!~~
'~'.
/'.Lnr.pt1Cl;""I!~C:
i<lf~'"
~NE\:,\\.
.
CALCULATIONS
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
COOE CONSULTANT. PlAN CHECKING
CONSTRUCTION INSPECTION
. 2-1JP Flit f7l.Af"JII1G Si::i'thS '-T 71> IJ..T
5P"'N'10'
L""'O: (6.,' t J ,1')(50f'l~?) = 1100jJ'F
v....... 0 2.'1WLbJ
/I'1.Y>w.~ 'UJOLb-tr
. . 'i)(l)Do)(ID")U,J)
1 " . :/J'i?h"
.......~ 384 lH\/o9(.,")
I ~ 'I \ '1 't...'1 LVI- N. Cr.
(l--lE' . 3'J,. ,. '< "1'!~" pI \.... J
r-
I.e;' .5Q \ ,0" oeJ
~,(-2...) tl.J~ .w(
CUENT
SHEET NO
. . . .
CAlCUL.A%~B~ _.
. . . .
CHECKEO-SV. .
W.O.II
.. ..
. .
. "
. .
... ...
6ft.
. 1....\... .
'/, ' ... OF
. . " . . ; . " Lf 1I(ldJ
" .. ~" . " .
"ATE
" " . . . ; .
" . . . ..
DATE
1.,'l.-CjI
. . " "
" . . . "
. . . .."
. .. " . .
" . .
.. ......
. . . .. . . .
.. "....
.. .....
r~'"AJ> I)'.." ..
I 'T .. .. ...
lLJ'ID! C:C,.rI+s')(!i~"I..) 'Y7rrpL(
. Input Data
Span:
Distributed Load:
Allowable Deflection:
'.
~"",b. """;,.'."!!t~-31 ft
"j'".,---", .k..... ~
-""'.' '~475 Iblfl
VI;24Q
Fv=
Fa=
E=
Go=
CF=
C-
,-
A,.,,=
S...,=
I...,';
'. .- Cy '290 psi
-" ..~~:_:{',--~ ','., .
" e, ,. 2900 psi
,,'. <;;/:;;'.':::.G:'{-:"h. .
~ "r200bOOO psi
: 1'5,97, in"
"\'i ,?',yJ';L~~{ . 3
" '.,,'!"!I.l:52 In
, ,I"Y""-' :',-' :',"",.,~
',' :~'234:i86 in'
". -.... .-\L ,;.,...",H<......~
t..nlJpLf (13')
VI>V\~ ':'
/'-7"",,> <
; SOli'.8t~
<...
'-/l,\PU. ((1')
_ .~. '. = ,OO,3'-'U, ...,(
....<8
C'h.'" ~ 4~ /. !fL vj
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
" ~~~/.'~r
Q. :,..r;~~"''ii;L:~ '-
~;;,.~.~-,;J: i.._.....~",l ~;.::'1-.I
~ .:~"'~..'._ ,...'.' L~
-- rln I-I'."I'"~.'
,;.).,.,,,,,'':,.,0
W',~~'
~~
CALCULATIONS
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKlNG
CONSTRUCTION INSPECTION
e;fl'l""- 1110 F LI1.. HI .'0
Plt-I<" vy' f)\<.. Lof.\V:
3088 CUr
1-"-"
'/
~
1
~
"},')' ---t
'Etn1,~o:' & (JCl8fi.{,J -~(cr.))
Po.."'" /qqoL""
~ v-...:.. 0 <- 3,') '(10 &8L/,J) -It. L q. 1)
/<..,-:.lllSUJ
Ml"l"'X' 11q'Ol.\j (3,q)-.. 68l-,lH,
[3'C' -\ 'I '4-" Nt]
~/TLj1Ji I-IANr-c:.9
CLIENT
6-iz-
./8.. , , ...1-
SHEET NO., - . ... OF
. " . . . . . . . . . " 411t/aJ
" . . " " " :..~ . . "
CAlCULAi"~ B'le .. .. " . 'tJA TE
. " " " " " . . " "
. . " " " " " ..
CHECKED BY DATE
W.O.1f / t;W;)
w
". .. " " " "
. . " . . . "
. " " . . .."
. . . . . " .
.. . ".. . . "
'f'I...:' T"fl l.iiV..f~.\ @ 1.<.("..",
. ..~ . ....
.. .. . . .
.. .....
rrt;/'\- e, '7/. .. .'.
~IW~~~. ~ .. ..
L6ALl: /()(;pJr-
'1,;,,,, ~ 6 .,-oL6)
/11""", ~ c..., 113 L/'- Ii
~60' ,<..g o'
'.
L:;:2'-o,(IOOXIl") LO(/oo)(IJ'")
_ 10 -
1f'1 J(/O' 9. S ~/O r; .
D ~ . 3"T -Ojr-
~-
r~' ~:'.,~ "~'o'J
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
'/1/ '
'~'1'
~c,. "'I\:i~i~~~,[
.,... ..-.- ~ '; f .. ~
""'I!I~..lru:.l..b:c.C:
"'J"~~."
C'/NE\;,\l...
"
CLIENT
(;r n.. .
" .
. "
" .
... ...
.. . ,~1' . , . :. jJF 'J,,""
. . ... . . '-I/mllJ
:..~: . . .
" " ~ATE .
; ; ; " ..
DATE
1M
" " . . .
" . " ...
" " " " .
. . "
~
STRUCTURAL
BUILDING DESIGN ..FIRE PROTECTION
COOE CONSULTANT. PLAN CHECKlNG
CONSTRUCTION INSPECTION
SHEETNt"" ..
. . . .
. . . .
CALCULA:~ 8~ .
. . .
CHECKED BY
CALCULATIONS
w.o..
'1 '/~' T3' U;o PItD> G:) I"l.-" OL,
lJJ( PI l.oAD Si> 4' IN
+- 4'-f
,L
~
" . .. .. ..
. . . " . . . "
. . " . . . .
" " . .. ..
. " . . . " . "
" . " . . " .
J,
..
J.
J.
')OPLF
rJ
II:)'
p. 0;.,' (0t>Pfl) : 31..0/ p<..r
+ 8foll' (a') · e;q I' ~r
'J8'1 L-4;
["h'2.=O '- Cj"OI'LF(lO')O;") +SIl'1i6JC,,\ - d,(/6)
'R,'< Llft3jlLp'
"
"
EI''"'." 0 ~ ((,(jO') - ';Dpf.,f:(/o')(/f'j-J81(l-f')
fl.... ~ '10" L6,
VVl""",' LtO"~s U:) - f)oj>Lf. U, ''/..3') .: I,U u-(
G'/". T~) W;. plW'S @ II.." 0..1..,
L 'vI ~toc..k.\-I.J<:r ~4.G::t.N
DJ
1245 PEARL 8T. . EUGENE, OREGON 97401
TEL: (541) 484-9080
.
~~~~
~~W~~~i~
".~IO.l:.,LI).,y
"'//_,T'
(.~~
. , .
CLIENT
CrIZ
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTlON
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
SHEET NO. ~
. . . .
. . . .
CALCULA~Y. A
" . .
. " .
CHECKED BY
'1" . ,
.. ':Z.."L. .
"OF
: : : J, /1'/""
. .. t>ATE ..,/. '<J
.. ..
. ..
DATE
/l)'Ui1
CALCULATIONS
!.: ~
. ""
. ."
W.O.#
.. . ..
. .
" .
" .
... ...
. ...
. ....
. .. ...
.. .. .
" . .
bEAr; IN G-/VVlG-1;
" .
. " .
" "
" "
" " .
. ..
.... ..
. ....
. ....
... ..
. .. ..
. . ..
r
t.N', .....
40 J, J J.. j, ,I. J
I. ~
l
, n' 'I 1/'
,
'.
<...y'
W.;. 10' (q()P(~) ~ ,?uoplf
Iv... .5 ( ?C psr-) t 4 B3L'Lf : 7 n P4=""
p: 1'15"Ol\:.s'
O;~h7.....;. 7J3wi.{. (I/).(Ij.'i ') 7-/~q"'--6j (1/) f t:jo!.tOLI- (j1') [IV)') -r.1,O':..'j
R,74B1LbS.. [L)(r S'R t=:<>07) .
(f\, <U; yt~C 1.,1.<) . "i(Jo (Il')Le, ~J - 11fj(:iHI1') - 7Jlpu U I J(!e' Ij')
(<.~. 101\.. l(,~ (;) 'r; s"Q 1=-007)
f"1m~' 901\..LluC/I') - 733;o<~('?'5"J{II'r: QIJ;006lb-1J
~n..,;:~: 600 C;;;)l1.~')U""~) -:: "t.-~oo I~""
18\1 (:'),,"10') c.. '<I 'J
+ 1<7']0 (7..yJ) L\~ l-
=' 6 06 I~
'-ill (1.';0') (.g') - .
3'-/0 11-'"1 ~ ~(b-~
7 '\ /8" psi.
,,,,I h"'~ ..e.-/l.40 ~ tir.;" >"16>',/,IL..
"I'.! 7" \. , , " fO It-
.
1245 PEARL ST,' EUGENE, OREGON 97401
TEL: (541) 484-9080
,
( ';..
-,'~~t
"'- .'1:.;:,..:-.':!.~~...1::r
.....::'~L:~~
-< 'lio lSIl.:g.,(;
""/.'="
~EI'.\'-
, '
CALCULATIONS
STRUCTURAL .
BUILDING OESIGN . FIRE PROTECTlON
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTlON INSPECTlON
G-~t: {;>Oo1"L. ~1l>11. .
CLIeNT
6-1'L
SHEET NO _
. . . .
CALCULA ~)y: _ .
" . "
CHECKED \V ~ .
.'21, ,
.~~ .
" ..
. ...
"OF
" . "
. . .
........ QA TE
.. ..
. ..
DATE
4 //1./ 01
-- -- -
. .u6..~ .
. "~J-o" .
W.O.II
I 'l ?'..ljJ,
.. ..
. .
. .
. "
... ...
. ...
. ....
. .. ...
.. .. .
" " "
. " ". .. ..
p " . . " . " . .
. . . . . . .
. . . .. ..
. . . . . . " "
. . . " . . "
VJ
~ J .v ,./ J. ~
"'{' 7' ,
/ ,'6 I ,
5'( tOUP\f ) '" ,
w= l...'1013..... ,
p~ ,1:ll8Ll.s
t:i>.z. : O. )( '\
=- 11~'i\U.S l") ~ UJoPI.;Cf(' 8) -P2.,(f(')
R,~ ~'1~ (/,J
t 1"1,. ()
~ RL(u') - (...tj"p~ (/(,')L8') - /118LG.J (C;')
R.." 1. 6/.j 0 Us
(VI"'lJ.....": c&4l'>lbl O'J - WOp'-I-(7'}(J,Q)
; /2,3~~ U,-fr
%",,= .~"
~ '1(1..J'fOP'f)(i.")Ll~~)
Az.,.", . . +
JSlj (':ill)')l.~)
G I~' X 111ft," PSL-]
(/,fJ' SQ n0
lvlL,--) -It 4 'j {;.w I
-'
,m:llD;, U(iJ~' .
. ~ 3J0//\ '1
. '-/S (..", 0')(8)
J
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
.
I, ,_ .1 ,
Gn.
, 2,.1.- " 'Z.').."
-, ................ OF '
...~ ... /
. . !...~ !; ~ATE 4/11. 07
. ......
. .. . ..
Cl.IENT
CALCULATIONS
SHEET NO.
. . . .
CALCUL4i~ B~ . .
." . .
. . .
CHECKED BY
DATE
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTlON
COOE CONSULTANT. PLAN CHECKING
CONSTRUCTlON INSPECTlON
11-]-"'55
~-
w.o..
.. ..
. .
. .
. .
... ...
. ...
. ....
. .. ...
.. .. .
. . .
wooD PI'" -/,II! <.-,qL-L- nl.~"'C;- r:noq /~bG
. .
. . .
'* rArYl';C>/nICr", AS CoNe.. p.tlli-illNi. i
. ..
....0<-1.
..
.
.
.
. .
.
.. ..
. . . .
. . . .
.. ..
. ..
. ..
)/"1",,,,. .. I , l'fO lb -.(T If,
v~, 7Lf6L~/r;
~/J4L L<Y:lt>: ({'If! pq:'
f'l' "l,/(6J @l (;"0>..
3 C7'-16L6r~ ::> (".'1I'l~_ 1 _ ....
Az-e', = . )( ~.. "'~/~
.., 7...(J'iOPJI /.I'j)
"'
S'^G""' ~II)UU-.r, (Il-) / ~/II/, 3 3
.. / 8':PJosdj.,pi) 7- 1/\ '7,0'1//\
. -
...
C'
<.
.3, u L~'
-, -... 11,) II
'a."t.C)IA" . f
r-~: ,JOO/,sl(l.iIf)-:.14'r1i'1'!1
11t;<J[,I.-r, (Z'")
.. 91 ~,;JJI
. . '1(7.%)
((,': f!?'lopn (1,0 "11(J~/,fI
J .
C
o
6
~ ,,/<c.C! ~ " ,J (I, 1c.JO, ""0)
<;.E:I/e..;, I_I,)\.
\. ,,/Vl C"A-,:)....
= 81,"In!'I'
- -....
(. 1,c:r.1pll -+
l./L-I'1 'Ops I
~
Q/1..f.JI
. 'L,-{i-I.? '0U
/1 <lljpfl - .
91,,-.,.1MJr
. .
- ~ &>3 ",.-oJ::...
LUSt
'"U..("
(:) <<,"o'J
Rro/>~ J73{ 1,;
~r:: /4 6L"bJ
1245 PEARL ST. . EUGENE,OREGON97401
TEL: (541) 484.9080
A
9'-6"
. 7'-6"
. _4' -S"
,
D
E
6 MILL YAPOR~
BARRIER
.. I
12" MIN COMPACTED CRUSHED ROCK
ON UNDIS11JRBED SOIL
,
RETAINING WALL SCHEDULE
STEM WALL
I Bel DOWEll
#4 0 8" O/C VERT 1/4 @ 10. O/C HORIZ liS
1 (2) #4 BAR EVERY 24" f4 0 10" O/C HORIZ I ~41
IJ4 0 1 0" 0 I C H2BJZ...l....1L.
.,6" MAXIMUM SPACING BETWEEN VERTICAL BARS
FOOTING
D E F G H I J
42" 18" 80" S6" I K
10" 10'
42" lB" 64' 40" 16- 10" # 4 HORIZONTAL BAR I/!4 0 12- O/C CaNT
42" lB" ~I 16- 16- 10. @ EACH DOWEL I i!4 I) 12" O/C CONT
1.i.iJJ 12" O/C CONI.-
z
B" ~
~ .
'"
0 c
A
sJ-......;'
,
,
C~/,
CRAWL SPACE "
.'
ROUND ROCK
BACKFILL
"
H t
~
-.-' J
, ,
"
3" ~ PERFORATED
DRAIN PIPE. SET IN
'8" DEEP (MIN)
ROUND ROCK TO 1% SLOPE
TO RELIABLE OUTFLOW
CD
TYPICAL RETAINING WALL SECTION
@ FUll HEIGHT WALLS
N.T S
NOTES
- CONSOLIDATE CONCRETE lliOROUGHL Y WHEN POURING.
- DO NOT ALLOW HEAVY EQUIPMENT WlllilN 6'-0" OF WALL
- GRADE 60 REBAR '
- fe' = 3000 psi-NO SPECIAL INSPECTION
- BACKFILL BEFORE CONSTRUCTION OF FLOOR SYSTEM
ECO-BLOCK INSULATED CONCRETE
(ICF) FOR CONCRETE WALLS
SPECIAL INSPECTION REQUIRED
,
"'
x
<(
2:
~
o
I
o
,,--
,
,
"
o
,,--
,
"
z
B' ~
3' .
N
a
"
42"
HORIZ
.
,-./1'." -'"(:">. .
0,10/1011 III I :~ 6
BOnOM STEEL 3" ~ ...... ~
MAA ffiOM ~, /~~~
#40 a'oe VERTJ~'
ROUND ROCK
BACKFILL
#4 @ 12"0 e HORIZ ~? ' .'
c.
"
#S DOWELS @ a'o e ~ ,,"
la" ~ I
DRIVEWAY SLAB~ ~ .
j' --.:L
. "V"
. '.0 III ~o",~. ~ l>.. I>
0.11,)/01110 I ~. . ~
3" ~ PERFORATED
DRAIN PIPE, SET IN
18" DEEP (MIN)
ROUND ROCK TO 1% SLOPE
TO RELIABLE OUTFLOW
12" MIN COMPACTED CRUSHED ROCK
ON UNDIS11JRBED SOIL
CD
RETAINING WALL WITH SLOPED BACKFilL
NTS
GRASSROOTS THINKING
PLAN SA
Grassroots Tbmkmg
. II way 10 afforrfable housmg
LOT 93 MCKENZIE HILLS SUB 1st ADD
SPRINGFIELD, OR
SOONER CONSTRUCTION
@ COPYRIGHT
WALT & DENZEL
SHEET
7
ROOF VENTS ')
1YP
PROPOSED
GRADE
12 .//~",-,:,
6[/:..-- I~J "
~~~--- ,--._-----._,--.-----~
I [=. fl~~
j . _lill iillillllII. __ __ __ _.. _____ _.._ _. __ __ r~ UY~!-
~ 'IMr.,..lIW"" .. -r'~" .1'- / If // 3" OPEN CRUSHED ROCK
. .I!; ~~/ STRUCTURAL FILL PER
'I' : _"c;,o(. S / GEOSCIENCE SPECIFICATIONS
_ _' J _ . , ~\\- / ENGINEERING TO INSPECT
l1l..lllillllllill JilIllJJJ IlilllL.l ~1. ~~---/-//F F ~ 12950'
c_ 4 ,8 '" 2 PlllilllliliJANf1. SIDING . ~ /
1 /
maxi {;' ROUND ROCK
/'V-- BACKFILL
_.-.~~:'"-- /
. /
./(j'" (/ .'../--------- BENCH~ 12300'
--"~r'" //~ EXCAVATION
. ~ ..~~;~~D-~;~U~N;:--------- BENCH ~ 118 00'
BACKFILL
COMPACTED CRUSHED ROCK
IN 6" UFTS WITH PLATE
SLOPE 1 25H 1V MAX AT EDGE
ENGINEER TO INSPECT
,
~
"_.' , , '.' , ------L-L. I-J
= " ",'
. Ii .' .. (l'>h-' . ..' . ,
~-
. ..4-
J~~
. J '-,.,.
- ....--'--'-.... , , " -
,",.,..".,--.-- 1 (1 ~'~
J
. -'--'--'--
- ! -
.. -.... -. - - -----nTlllf - - -. T, ~ IIIIIII1111 'I
T:I -
-]i ..
i !. - I
_ _ 1. __. __ __. __ _ __.L _ __. __ _ _ --.l1lUlilllill. _. - u
l= _ 1,:[11
_u_jlliLL_.____~: _._____u
\
EXISTING
GRADE
II Il.l III II L
"
\ PROPOSED
\ GRADE
\.
ROUND ROCK2
BACKFILL
FF~12950',-- --
____~ oj.. 1
____ ",m~ 1
,
,
,
~ ,'~
BENCH 12300 --- .
, 1
EXCAVATION ~', mOXJ 1
UN'=' "
BENCH ~ 118 OO'----;;U-N-D-~~~;/r-,
BACKFILL
: :
L---L--i
/1 I ,
.~~. ------'
T
, -
/
/
_ 1 //
-~~/
/
/
/
/
~ // ROUND ROCK
/V-- BACKFILL
v
,
o
I
"'
/RETAINING WALl
BEYONO b
I
- ~
RETAINING WALL---J
@ ~~/S~~~~~ TION
A SIDE ELEVATION
\!V SCALE. 'IS" ~ ,'-0"
12 ~
6G_ - ~ll~-""';:::: '""
-
-----------.
Ir'-r'-'r'.-.......
-.~,T,J.,.y,r,l T.11
.....,..L.,-4.........
" =' ~--:-~"''-',
"" J - _J -,,~ 53
", ~H- .....~.~
, ~' I
3" OPEN CRUSHED RO~>. ~ ~'" j ~ 'l'Hj ~ + I _ I' 11
STRUCTURAL FILL PER " : ,I jj ~ -I +
GEOSCllNCE SPECIFICATIONS ; -, - , i
ENGINEERING TO INSPECT', RETAINING 1" - - "'"'-';' -",,- :=l= <'2l 1~' I'
.Jb.. '" ALl ~ r-~'-? -,- ::"-
F F 'fF 129 SO ",_____n____n_ --- 1 ~ - .. .
", '5fff(Ji;.) - ;'1 ~I- -~.::: - --- -- ---, -I
, '-..:::/ ~--- __~ __ _; , I
~CtATlON ~ 1 ~._ : .. --< = ===:j
" 1\ mox . . ~ ~
ROUND ROC~; ::::'s:;; : I
BACKFILL :- - . - ......... f----i
~ ,
--
'. -- ~
BENCH~11800'-----n-_O J~
tr-'i~- - -,ell
~:::::::::~ . m~~ .
~ . dl~[ Il~ - ._n_
~ ~'=/' j1 _ ".:1-
".J~f!;~_ _J '-- i " ~f ,"\""".'" -I
~;- 1.-'. _ ,,~_ _,.,,~T_ ----.~~~~;-~~-1=~~,9
-r'<<;>' ~'- ....jl ;;;.-:......;uu.n I,,,,
6~y~~~r~ -'J ~- -J. J- r;,
I' ..
: ,'+- .-
'.I11j
_ t::.H'TI4- 1~-~c-E '1
-- pllfSr r/AIC /.I'rlfr'X r L5~1 #" I':,
r-
I
I
t
~ SIDE ELEVATION
QY SCALE. '/B" ~ "-0.
F F ~ 129 SO'
@ ~~~~" ~~~~ATION
PROPOSED
GRADE
EXISTING
GRADE
BENCH ~ 11800'
COMPACTED CRUSHED ROCK
IN 6" UfTS WITH PLATE
SLOPE lH 1V MAX AT EDGE
ENGINEER TO INSPECT
MORTIER ENGINEERING P C
124-5 PEARL STREET
EUGENE, OREGON 974-01
NOTE:
THE SIDE, (OR SIDES) OF THE HOUSE WHICH FACES THE STREET,
(OR STREETS) WILL HAVE HORIZONTAL LAP SIDING AND THE REMAINING
SIDES WILL H~VE PLYWOOO RAISED GRAIN 4-" D C PANEL SIDING
GRASSROOTS THINKING
PLAN 8A
Grassroots Thmkmg
. a way to ajJi;rdabfe hou.ung
lOT 93 MCKENZIE HILLS SUB 1 st ADD
SPRINGFIELD, OR
SOONER CONSTRUCTION
1650 IRON HORSE
EUGENE, OR 97402
MAP 18-02-02-12
TAX lOT 5100
B" MIN EARTH-WOOD CLEARANCE - TYP
SLOPE FlNISH GRADE AWAY fROM FOUNDATION - TYP
@ COPYRIGHT
WALT & DENZEL
o
SWl MINIMUM NAlUNG, NO SPECIAL HOLDOWNS REQUIRED
SW2 MINIMUM NAIUNG, NO SPECIAL HOlDOWNS REQUIRED
SWJ MINIMUM NAlUNG, NO SPECIAL HOLOOWNS REQUIRED
SW4 MINIMUM NAlUNG, NO SPECIAL HOlDOWNS REQUIRED
SW5 MINIMUM NAJUNG, NO SPECIAL HOLDOWNS REQUIRED
SW6 MINIMUM NAIUNG. NO SPECIAL HOLDOWNS REQUIRED
SW7 8d NAlLS 0 4" 0 C ON EDGES FOR ENTIRE lENGlli
OF WALl (INCLUDING ABOVE &: BELOW WINDOWS)
NO SPECIAL HOLDOWNS REQUIRED
SW8 8d NAILS 0 J' 0 C ON EDGES ENTIRE LENGlli OF
WALL INCLUDING ABOVE ANO BElOW WINDOWS
CMST14 STRAP VERTICAL EACH END
SW9 MINIMUM NAILS, NO SPECIAL HOLDOWNS
SW10 MINIMUM NAlLS, NO SPECIAL HOLDOWNS
SW11 MINIMUM NAlLS, NO SPECIAL HOLDOWNS
SW12 CONCRETE (4) #5 BARS EACH END
SWA ~"GY?, MIN NAlUNG
SWB ~8' OSB BOlli SIDES, 8d NAlLS 4"0 c, EDGES
HTT22 HOlDOWNS W/ 5Sm24 EACH END OF WAlLS
~f ill n
~~ ~ e ~
5ll. ~ ll.
~~ -ill. ~
~ o~
e. ~
s~
.40 -0.
.l-
f
....... ~.:"
-91
\P
\P
w--
19'-10.
l. 6'-7- 13.-7-
~'~w~trl~U ..,
,!: ~:
~ ~ ~ ,.~~
~--:'-~~7 .-+-
.j I ~ r~ : ~ r'
0) .... I \
- -"...:2 ~ . ~ ..---.~~g.~ NAJLED
':.. ~' OR 4X8 POSTS
. I .D_!JJ_ .
~ io), "f
... 1.'-. I 0.
'1 ~ is UNDER FtOOR
",., ~ r-- ,.,- ACCESS
, ~ l, ,- D STORAGE...-- ."-- ~~
J"-CONCREIl: RONNING WN..!..JI.
. ~ . - - - - - . . - - .., . . . . .
. J:
. ~_~~ I
~_ -1- ~~ '~E I
4" INro WN..!.
~~~
~~.~~
?~
~
-~
o ~
I :"01-1
... . "'lC
N ~ c....
... "
~WPSl.---.JlI
. ,
...: ?
- ..
~. N
-
~
Ill",
~~
-9
STAIR
NOTES
(II
Ib
.~.
4X8 I I
POSf
UNOOl \.
1>
I
,.
(j~04N'D
FlRS1' flOOR ElECTRICAL PlAN SA
WOOD IN CONTACT WIlli CONCRETE TO BE
PRESSURE TREATED
2 MINIMUM STAIR WIDTH TO BE J6" MIN FlNISHED
7 5/8' RISE - '0" RUN VERIfY
J ONE HANDRAIL NOT LESS THAN 30' OR
MORE THAN 38' ABOVE TREAD
... HANORAIL SHALL BE RElURNED TO WALl
TOP &: BOTTOM
40 -0.
f 5 HANORAlL SIZE MIN, 1 1/4'~/ MAX. 2 5/8"~
OBI. R1r.1 (' ~~~ffi +
8'-1 '/2.~. 8'-". ,.4-9 1/2. .j.8'-7. /-:. 7 -2. ,'. 8'-5. _ 6 HANDRAIL TO PROJECT FROM WALl MIN. 1 1/2"
. I SW5 'I 4X8 1 SO":J;O" 1 1-,_<; 7 INSTALL HANDRAIL SUPPORT BRACKETS MIN. 6' O/C
~r C_uu~H2Q~~ ~ :.'~ .I 5xs~.ii'~ ~ ELECTRICAL SYMBOLS lEGEND
- t ~ I _ I _ I
~ J 'lJ ~~~~. 11 ~:_ ~ ~ ~ b ! : ~~: 000:: OUTUT H CADET HEAITR
. ~ L . ~ I 'I I ~ =7 -~ 1if~~N~~ASE ~ ~ ",-. '8: 115V OOUBLE W! GRO\JND FAULT INIDlUPT ~ SMOKE OETECTOR
' B ~ ~''- ~,_-Io ~~ ?: $ SINGLE POLE SWITCH ill THERMOSTAT
~ -1 i 5 uJ " - ~' :) lENR TO . ---+ UK:< Ii - $ $, 3-WAY SWITCH
o - , -;:-) " ;., _q BUllW . STEPS IN INn:R1OR; 0 0 ~ ~
'..', ~~~'. ~. .8" MAXlMUr.I RISER .. " '" A = CElUNG FAN
N N '" is ,x '~ . a" MINIMlIr.I RUN ;: ~!!I Y CEJUNG MOUN"I!:'J INC.\NOESCENT (SURFACE)
.... ....~o . P~ PSI. ~ -2:
- '" '" ., 1/2 X 0 1/2" '. PAI<AL.I.AM PSI. DI<Sl, z OUT DOoR INCANDESCENT (WALl. MOU""'
? '+--BEAM ON TOP -::"'Jll. lC 9 1/2" 0 .."
~ '<- ~~ ~ . PlAn: ~i~ ~~ ~ B S ~ ~ IS ," I 0 RECESED CAN UGHTlNG
~~ ~ UITS ~~
80.X5o" ' ~ 6 tIl.X5O. Dj. , P.i ~ CElUNG MOUNIDl EXHAUST FAN W! UGHT
F1~" ' ........... F1""'''' ~ a:
3~~'~ ^~ ^~ ~
SU ER INS\JL VENT 4X8 ' '" INSUl'IENT ""'" SUPER GOOD CENTS rAN W!ll"ER
WfGRiD W/ QRIO 4. BEMr , ,; { W/ GR10 . ..,.", r, m
~~ - - .. ~-lo-~--- _.' - -~- il_ --'~
.3'-6' J 0 -71/2. .l 8'-'0 1/2J9f': :'-~~'~'0 1/2" .l 8'-101/2. I,' 1=1 FLUORESCENT SHOP UGHT FlX1\JRE
20'-0. 1 \,..... : r lJ'-O. 1
" 4X8 IlQJ,j ON 12";; 2.{ .
f'R.I.IlED COUJMNS
-.,......-
~~
20'-0.
T
13'-98
.1
l
.,
J.
8"-3-
,
P T PlY RONNING W~
USE SHEAR WN..!. NAlUNG
4~Nt>
FlRSl" flOOR FRAMING PlAN 8A
~
2
~
~.~
.10" ~
/fI
. A '
.y,-
~. ...-:--~'~
. ,-~1
OKS = DOUBLE KING STUD LOCATlON,/ F/R~ r
SECONt) FLOOR ElECTRICAL PlAN SA
,
I
.,
OPllO/W.
~ W1NOOW
q,
~
"J ~J
J;)~ <to!
tu_":--~ @--i 3 · =,L
o H r
,.,ill
FlRST flOOR FRAMING PLAN SA
NOTE:
(2) 2X8 ~ TOGETHER OR 4X8
t'6sT UNOOl ,ou IlQJ,j ENOS 0 2X8
WN..I.S (X4 0 2X4 WAU..S)
6
"
MORTIER ENGINEERING P C
1245 PEARL STREET
EUGENE, OREGON 97401
WO' 152SJ
DWN: GPM
DATE, 8-26-0J
'.
-r
1
J,'-10 1/2'
." 6 -7. .t 5'-J 1/2.:.
I 4Xa HfAOER I I
a'-J 1/2.
SWl
8'-0 1/2.
f 4X8
80'X5'0"
SUDER-
INSUL'lENT
~
IS -11-
,
".-
J~~Ol.. ,
.I ~ r-----' ~
i-:=cr i ! J
'i - . I I f""
CD - b:l:,~ l
..~ r._J/ . :n
~ -'.. t-f------~ f ! ~ ~
, ~!/ <<~' ;J ~
? V~, , 911>
~ t<i S !!i~~
4,..~,~ ~~~
.0'X50" . Ib 'i .0'X50.
SUDER- ,? - 0. SUO€R-
rNSUlVENT 4~ fo... INSUlvtNT
W/ GRID I W/ GRIO
----r- J.....J,. 1
7'-0. l 4Xg -J 1/2. J 5'-0" J "'gi!-a 1/2- .,l :~_a'0 1/2.
CONSTRUCTION NOTES,
ALL SHEARWALL SHEAllilNG TO BE NAlLED WITH MINIMUM 8d 6" 0 C 0 PANEL EDGES, 12" IN FIELD,
OR 15 GA STAPLE 4" 0 C, \) PANEl EDGES, 12" IN FIELD UNLESS NOTED OTHERWISE,
2 FOR THIS HOUSE PlAN SA ALl EXTERIOR WALLS ARE SHEAR WAlLS "NO SHALL BE NAlLED OR
STAPLED AS PER NOTE 1
J THIS GRASS ROOTS THINKING HOUSE PLAN SA IS DESIGNED FOR STANDARD
CONSTRUCTION Willi STANDARD ROOF TRUSS LOADING ONLY
4 SEE ATTACHED ENGINEERING &: CALCULA.TlONS FOR LATERAl DESIGN
5 De NOT APPLY SIDING TO HOUSE PRIOR ro NAIUNG INSPECTION BY BUILDING OmCIAL
6 STRUCTURAL CHANGES TO lliE EXTERIOR OR GARAGE WALlS MUST BE APPROVED BY THE ENGINEER
7 TRUSS ENGINEERING BY OTHERS. TRUSS DIMENSIONS ARE TO MATCH PlAN DIMENSIONS,
~
~
BUILDER TO VERIFY LOCAL JURISDICTION'S DESIGN REQUIREMENTS
THE DESIGN CRITERIA USED FOR llilS PlAN, UNlESS NOTED OlliERWISE:
SEISMIC ZONE J
WINO 80 MPH, EXP B
ROOF SNOW LOAD 25 PSF
flOOR UVE LOAD 40 PSF
SOIL LOAD BEARING- lS00 PSF
SITE AND SOIL CONOITIONS NOT OBSERVED OR DESIGNED UNLESS NOTED IN A
SEPERATE DESIGN PACKET,
SEPEPATE DESIGN PACKET MAY PROVIOE ALTERNATE SITE AND
SOIL DESIGN CRITERIA
1>
I
::
..--.L-.
SECOND flOOR ElECTRICAL PlAN SA
o
I
'"
':--' roo-
..... --"<-
l
l
l
l
JJ -'0 1/2.
SECOND flOOR FRAMING PlAN SA
--~
~_ .A...
o
~
€
r
'€J!
>€'
'€J
I-
NOTES
INSTALL DeUBILE KING STUDS WHERE NOTED
PROV/OE NAlUNG AND SHEATHING ENTIRE lENGTH OF PIER(WALL)
(INCLUDING ABOVE AND BELOW WINDOWS)
- USE EDGE NAlUNG 0 4" 0 C. WHEN NAlUNG TO BLOCKING
SIMPSON CS 18
STRAP 24" BEYOND
SIDES OF OPENING J\
',TO~ AND BOTTOM \
I;~
..--
If
I
IlnL
~\ I _ 1_.
INSTALl BLOCKING
o TOP &: BOTTOM
rOF EACH WINDOW
o WAlLS
I
T
INSTALl DOUBLE
ING STUDS
WHE1E NOTED
PIER DESIGN (lYPICAl) WHERE NOTED ON PlAN
J
-~
(2) CAR GARAGE
- STORAGE
J
r-----'
I
I
I
I
I
.e!:,
SCALE' 1 /8" - l'
GROUND Floo'R LAYOUT PlAN SA
~---~- -{m~r-
I ,
I KITCHEN I
.2 I:::!d i/
ENTRY
1 DINING/FAMILY ROOM n
L 20' X13' LL
=u ' _~bl
FIRST flOOR LAYOUT PlAN SA
BEDROOM 2
lJ'Xl0'J"
[--------
0n
. I
BEORooM J I I
12'6"Xl0'J'DI
.---
SECOND flOOR LAYOUT PLAN SA
GrassrOO18 Thmkm2
. 4 way to affordable IwwmT
GRASSROOTS THINKING
PLAN 8A
lOT 93 MCKENZIE HillS SUB t st ADD,
SPRINGFIELD, OR
SOONER CONSTRUCTION
@ COPYRIGHT
WALT & DENZEL
\.. ~~~
~-1
LMNG ROOM
lJ'X2J'
~
MASTER
BEDROOM
".:.~
SHEET
2
( 1/2".10" A.B, @ S"o c,
! DOUBLE PLATE
'f ~ ~ L' \. _/ lS~ NAilS @ 12"oc
i ; f
\, :/2" " 'I"~ ""-
PRE ENGINEERED ROOF
TRUSSES @ 24" 0 C \
I ",.
$5TfJ/b wi
~,C#./N'f
. t
(.) *, "'" '''-----, .~y
i., , ,.' i i
lL ~. -:II .'6-
,
., ,
. "
.
, ...
.
,.
,
-~
. ,
, .
, .
ffiDETAIL @ SW12
Q.)NTS
0GABLE ENO
) BRACING
r
4X8 HDR. @ V-
WINDOWS, UNO
RIGID INSUL
@ HDR.
, 'lJ)IIJlIL 1/lnnm
R-38 ~ ~ J -, ' .
F1.A T ~EIUNGS
( hrums
MA;TER
BEl lROOM
8
"
2XS @ 24' "
~
OC TYP~"....--,R-2 @
~ WAU,
0,
0,
~
"
~
-'
.5m
100
W,
"
~
gl
~
~
~
"
gl
"
2,
g,
'"
~
j I
~ 11111111111111111111II1111:1111111~~~IIIIII\lV)liJIIIIII111/1/111111111111\111111111\.11,' IIIIJlli1
r 3/4' H:G
j ,-OECKIN } ~ I
9 1/2" TJI PRO-2~ '.
JOIST @ 24" 0 C o"RALLAM PSL ~ /
- J f~2' X 9 1/2' .--.../__
BEAi.S
.~
--
~
I
,.
i ~i1JlJli1mlllr ~ '1JllIml1ilili(
t,-
fj
~
~
~
"
,
~ i
,
,
BEQ ROOM 2
I
I
"
~ I
~
~
~
i
"'
"
"
,lilt 0GDor Door
"
nnl~1
,)IJI,I
[ j
LJ'vf-JG
RC')M
r"
lull
'-----'
UNDER FLOOR
CRAWL SPACE
r~
S MILL VAPOR
BARRIO:::}
I
I I
I r~,1
~)b,
/ ~R
! ~ - J
'% -=3 LJ
""~'
CDSECTION
'3 SCAlE. 1/4"=1'-0'
BATH
I< TCHEN ,
~
~l
~~
~
GARAGE
SLOPE
GARAGE
SLAB___
1_-
D
,'-T, ~--
-- - =--1- r~r ,----.I
-,~ <= - - - I
.. .
,
'-r - =-=-=- ~==-,_i_
::: ==i
-'-,::'>
.r-~i
fl-,- -,-
= 1= :: '= === =::] I a (.~ 2x4a..c."'.......... TWTS
- - - - -- I ." · 1___- 'I/!-iir -.. 11111".
>=',,=,= ..-- -- --- 'I" = ,'>=,.=" OGAIl_s:NDS
: - y =, =" = ~ ,() ,--tL~ ~' "
-- .- ;--- -- .-=== ==;7- --'--~.Pl-- --- -- --- --.------
-- --- "~~ '
' ,'= '" .:',' i\('-,~ ~":. % ->
~::i. ==' - , --' ....;....u'....
)~:'
I
'~:=:= ',c' ~~~t-- =".... _. "=. _,~= ,c'..}
I TYP
-!.-,. 12"
FLOOR PLAN 8A - TRUSS LAYOUT
SCALE. 1/8' . l'
MORTIER ENGINEERING P C
1 245 PEARL STREET
EUGENE, OREGON 97401
W 0 # 152S3
DWN GPM
DATE 8-2S-03
3/23/04
ExpIres
NOTE,
THE SIDE, (OR SIDlES) OF THE HOUSE WHICH FACES THE STREET,
(OR STREETS) WILL HAVE HORllONTAL LAP SIDING AND THE REMAINING
SIDES WILL HAVE PLYWOOO RAISED GRAIN 4" 0 C PANEL SIDING
8" MIN EARTH-WOOD CLEARANCE - 1i'P
SLOPE FINISH GRADE AWAY FROM FOUNDATION - 1i'P
GRASSROOTS THINKING
PLAN 8A
R-25 @ f'-.-3/4" T&G ~;
~OORS { DECKING 'I ;
"Ulllmlllllllllmll;lU11IJ11111~IIIIIT~~~~JljlfiJISI\llIl'ml m~.Q~.~.QQQ~.QQQ~.fIIN1II!Iill1lllllllllllllll\lI.II;'.:(J)I]'J1I.,I,IIIINm:lllllillllllll i- .
"" ._n__ ~P~LLA\lI P~L f';-.'-..3 1/2"X 11 7/8'
7 X 18 ~ PSL BEAM
BEAM I
LOT 93 MCKENZIE HILLS SUB 1 st ADD
SPRINGFIELD, OR
SOONER CONSTRUCTION
@ COPYRIGHT
WALT & DENZEL
SHEET
3
,
1/2. (#4 BAR) EMBEDDED INTO
FOOTING & TIED TO CONTINUOUS
~ BAR W/ MIN 12. SPLICE W/ (3)
f TIES EXTEND THRU SILL PLATE
MIN 12. FOR GROUNDING
@ METER
40 -0
.f
I,
26'-10 1/2" 13 -1 1/2"
10'-0"" 1 3'-0"
DEEPEN FOOTING TO' ~ 4 TYP .'
I r - - - - - J HlT22 wD' 1"'- l I - - - - - - l 1.-- 4
,.~J 6 SSTB24 I KU' I I; I
'c I ~ I II
c ~ 36"X 36"X 1 0" DEEP ,
~ I I OOTING W/ (2) #4 I 17 -0 '/~" I 13'-4" I I
,I I I BARS EACH WAY , I ~ I . I I I '1
I I HlT22 W/~ I I II I I I
I I . ......-----4.SLA~B24 8,1 '\ J ~CRAWL~ I-I,
7 Cl,1 4. SLAeJ r SPACE ~ ~L '[
I I <0 HlT22 W .1, r I I ffi ... 1
I I ~ ,. SLOPE I SSTB24") I \ 1..' I 7 I N I
~ - Lwi-@ I 1 STEP FOUNDATIONt-. - I
~ I I 30"x 30"X 1 O. DEEP I WALLS WHERE I I
.1 I I FOOTING W/ (2) #4 I I I NECESSARY ~,-_J
~-~- c BARS 12. 0 C EACH WAY ~Q L ~ ~.J ,..J I. I
-"<- - 10'-0" . / (i\) HlT22 wI! Fa -;-'-'"1 I ;1 i I
DE~~~NINF~i~N~~ !IIL =- =- =- =- ..J~h ~ =SST82~., ~~., ,/ r L __~_______~_ J I .'
1 20'-0"'--'S 1(-;6'-3. T~ 13'-9' r
CONCR~
FOUNOATlON PLAN 8A PORCH
,
o
I
~
N
o)J. If' $tb<T ~ INSTALL BLOCKING @ FIRST
A~;$4<--'.-4/J4~ S' OF JOIST BAYS @ 24' OC
(Pl'A.~)
\ 40'-0"
/1777~ "'-...... i6'-1 1/2"\ - n ----J
H,.d If, '\... ~\
~ "'. i ill L ~~~_' . [I
'0 9 1/2. TJI PRO 250,.. Tt- 1\ l-
- ~ JOIST 012" OC ...,. I Ijj DBL TJI OR~ t-
I - '/ \. LVI- 0 STNA c:_ _1_
o l>: SOUD BLOCKINq......-; I 1'- -'i-
~ ~ BETWEEN JOlST I l .. +_ _
Z j - - 0 -7 ." ------- _00 - -
tj ~~M 1/2.......-- Lo 0 (5J ~ 9 1/2" TJI fRO 25Q.. "]:
..J-. :oc:; ==-=-=- JOIST 0 24 0 C I
i _ ? r---__ +. _"
POltff LOAD FROM..- . -----../ V (--...----GARAGE BEAll ,- I
WAll.!>BCNE 8E1.0W . ~n 1 lOt.
, ..
'I
~
~
]
PONY WALlS
2X40 2.4- oe-
W/ DBL TOP PlATE
a
~
-_~I
1
""'''''' ""''' "",,; s-LL -L- ~L -
ABOVE & 34. BELOW RIM3;) FLOOR
BOARD @ GARAGE CEILING LINE
FILL ALL NAIL HOLES W /
MIN (37) l6d NAILS @
EACH ENO INTO FRAMING
SEE ELEVATION
t
r
----- --
"
I '
--- __J '.
, '
10
rl
_u__m q__m
,.' 1-
,/ I
,,01
INSTALL BLOCKING @ FIRST
4' OF JOIST BAYS @ 24' 0 C
FLOOR JOIST PLAN 8A - FIRST FLOOR LAYOUT
I
I
I
~
UtJL IJI OR.".... -
LVL @ STAIn -
- : 9 1/2. TJ PRO 250
I ';~ J6iST @ 24' 0 C.
m,. ~m .
~ ---
~
~
I
I'
-- )
BEND TAB
AND FASTEN 141m,
lOdx1 l/t NAilS WHEN
\,;[B STIFFENERS
ARE NOT USED
BEAll ~
BElOW
. ---1.- r
n.....J
l
,
Simpson Strong- Tie
1TT295
33'-10 1/2"
CD
,
.
"
8' '.
/ , j(l) #4 CONT
("
,
...
N
'"
....-r:.- __ #4 REBAR
'~-:-fi~
"
.-
I
}
~
I
}
IS'
SECTlON
NUllO 'jcMI.
1/2.~ A B @ 48.0 e
\@ STRIP FOOTINGS
(2 1/2" POWDER DRNEN
FASTENERS @ 24. 0 C OK)
7#4 REBAR
(,i \"
<II \4
" ,
I
,
@
18'
SECTlON
NOT TO scl\l.l
Beanna alate
Flush pble With
oth faces of
stem walls when
uSing hangers
keep tight between
JOist & plate
(
P T top plate
MORTIER ENGINEERING P C
'24S PEARL STREET
EUGENE, OREGON S7401
W 0 # 1 S2S3
DWN' GPM
DATE. 8-26-03
12/24/03
3/23/04
T J I wi TOP FLANGE HANGERS
TO HEADER
FLOOR JOIST PLAN 8A - SECONO FLOOR LAYOUT
,
NOTES,
- CON SOU DATE CONCRETE
THOROUGHLY WHEN POURING
- DO NOT ALLOW HEAVY EQUIPMENT
WITHIN s'-o" OF WALL
- INSTALL SLAB BEFORE BACK FILL
- DAMPPROOF RETAINING WALL FROM FOOTING
TO FINISHED GRADE WITH MEL-ROLL OR EQ
- ALLOW CONCRETE TO CURE 14 DAYS BEFORE
BACKFlWNG
INSTALL BLOCKING @ FIRST ~ ~
4' OF JOIST BAYS@12. )C ~ ~
3/4" T <leG DECKING 1- 5/8.~ x 10. A B
8d @ 3.0 e TO BLOCKING", I @ 6. 0 C @
.~ !~ / F1JLL HEIGHT
,1""~"""~"'~""','~~ ~~~~~~~~
/' . I '. ____
9 1/2" TJl PR02S0 JOIST ___________ ',.oJ ~ ~
@ SPACING SHOWN ON PLAN ' L .
: ~/ '/.... "....w..'((.> ,~.~ PERFORATED PIPE
,. )'/ Y/"'-'y),,;.v.... 12. DEEP (MIN) TO DAYUGHT
SIMPSON IUT9 HANGER FlAT " /,--'/ /..j /,/ -<-'
NAIL ALL HOLES TO SILL PLATE '::--.... '\./'::--.... '\./'::--.... '.....,/"
#4@8.0/eHORIZ-----' . ~>/;--"""::'~A>>'\
'>, ~'\. >.:-..., /(, /(KUSE MOISTURE BARRIER
~~>A'-....../>>>;""" CONCRETE WALLS
, Co~~~arr ~:,e = ~ /~~~
NO Sl'ECl'l. ._.~"... RfQ'D .. ;...::/'-......~/'-......--......::./;....
, REINFORCING STEEL . /.....<-::<"7,x/-<<.
GRADE 40 " ~~%~
#4 @ 8' ole VERT ~...., .. <..~"""";;<0 ~BACK FILL PER SITE
~:-' ><<.............~'\...~ AND ELEVATION PLANS
8" ~;-~>>~
. . <..~~~ /14 DOWELS @ .
POUR TIGHT TO STEMWALL\ ' ~,.... ....../)..... '-...... ;............/ .------s. 0 C 24
/ //" -/ /("r-- ALTERNATE BENO
CONe SLAB PER, PLAN ~ ...... -.,/ /........ '\. --/
\. "f \/,):.,y';......y 8.
f ~ :'< 'i:Zg';::::~m::~_?:~':~!
. , / / A / / A / / " " , - ~ '- (( ,; (~~ .
'"' ' .... ~;...... ~ ~; ~...-,-.K..!~'(~:-.l:.:t~~i..... 3.' PERFORATED DRAIN PIPE, SET IN
. ~'--" / )., / .~ -",.:"o,~. ROUNO ROCK TO RELIABLE OUTFLOW
BOnOM STEEL 3. ,0 <<v~<.."-( <~:~~:~~ ^..< ,% SLOPE MINIMUM
CLEAR FROM SOIL J........ " /........ ......./......... ~"....../ '\.. ......}....
MIN 6. COMPACTED . 5". . S" . 6" \.' '/ CONT REINFORCEMENT
CRUSHED GRAVEL . 18" -, MIN'" "----- (3) #4 BAR
SLOPED STRUCTURAL FILL
SEE SITE PLAN FOR SLOPE
,
o
I
'0
CD
TYPICAL RETAINING WALL SECTION
NTS
, ,
GRASSROOTS THINKING
PLAN SA
T J I WI TOP FLANGE HANGERS
TO SILL PLATE
LOT 93 MCKENZIE HILLS SUB
SPRINGFIELD, OR
SOONER CONSTRUCTION
1 st ADD
Grassroots Thlllkmg
. a way to affimlable housml'
SHEET
4
@ COPYRIGHT
WALT & DENZEL
ALL WALL SHEATHING IS TO BE NAILED
@ 6" 0 C EDGES, 12" IN FIELD, UNO
.
..
.
.
,
,.
FELT
FRAMING PER PUlNS1 /
~ 7/16" OSB SHEATHING
/ " / ..r--SPUT ON BOTl OM PUlTE
9 1 2 TJI. ~
(PER FtR P~) I -=--
r
~
,
, '
,
,
. .
,
'>
I
ENGINEERED
TRUSS
/
r
~
:::;;
11/,--1 1/4" RIM BOARD
~ ~4" 0 C NAlUNG TO TOP PUlTE
:2:: ~ DBl TOP PLATE
R-49 BLOWN-IN
INSULATlON~
n n n n n CONTINUOUS
J U u u U l '-/ . (~~ ~~~; 8"X 16'
SOFFIT BOARD
1/2" GYP SEALED OWER TOP PLATE
W/ VAPOR SEAl TYP---------' = l
~ 7/16 X 4X8
~Ii Tl-11 SIDING
· c: OVER UlP FILLER
'= (1 1/2" W/ OS8
OVER UIP
(l3ELLY-BAND 3/4"
E@
.
o
I
....
J
~X6 CRIPPLE WALl, MATCH STUD
SPACING OF WALL ABOVE
.{ /2" A B PER FDN PLAN
_:'. ~ 4' 0 C NAIUNG TO MUD SILL
"- ""-PT 2X6 MUOSILL
f------.... CONC FDN. PER FDN. PLAN
MORTIER ENGINEERING P C
1245 PEARL STREET
EUGENE, OREGON 97401
W 0 1/ lS253
DWN GPM
DATE. 8-26-03
r"'l
SECTION @ EXTERIOR CRIPPLE WALL
(WHERE NECESSARY)
SCALE. 1/2"= l' -0"
UPPER WALL
4X8 HEADER
ABOVE
r 3'OX6'O
WINDOW
NAIL SHEATHING TO ALL MEMBERS
MIN 12"0 c, FIELD NAIL EDGES
AND TO 4x8 HEADER @3"0 c
8d NAILS 7/16" OS8
I~ -STUOS
7/16" X 12" X 12'
RS SIDING BELLY-BAND
'OVER UIP LOWER SIDING 3/4"
JI 12 f ~"
r~' t
/' RIM BOARD [DOUBLE RIM BOARD[
~_..__.. - ~ -.- -'... --- ..-... '- .--
I - ,
OPTIONAL
3'OX2'O
WINDOW
UOTTOM
I JCPLATE
RIM BOARD ,:::
'-f
~ ~ D8L TOP
PLATE
OS8. FILLER STRIP
CUT 1/4" NARROWER
FOR EXPANSION
(1/8" TOP AND BOT)
II
,~
1'--
,=
C:::
=
C
2X6 @ 24" 0 C
92 1/4" STUDS TYP
LO'IER WA.L
9 1/2"
TJI TYP
HOLD TOP PLATE
7/i 6" OVER LOWER
PLATE
OVERLAP LOWER
SIOING 3/4"
: c:=:
i = -----......oS8 SPUT ON
,= LOWER TOP PLATE
rT\DETAIL OF HEADER @ STAIRWAY WINDOW
WSCALE 1/4"=1'-0"
\.--- 1 /2" GYP SEALED _____'
W/ VAPOR SEAL TYP ,
~R-21 '
INSUlATION
...----
,;
CAULKING @
PLATE UNE~
3/4" T&G OS8 ~ CLOSING i 7/16 OS8 ~ VfIlF'j
I FDN VENT " ' I SPUT ON ~~..( wi l?Ilr./-
, \ '-:;f' SILL /: 7 '\
. /THI, J
PY,!W U~ t rr'~/~ U gl uu,ill~ r;;;;~'~1;'iF=-::"
INSULATION~ TJI. TYP '. &>~>~// "- \
6 MILL VAPOR rF. -. ;:~~"<
BARRIER]. / f :': 1\\''':)//'''''-
<S~~);' ;'\ />-~' ~~~~5 16N(j)
/ PLOT PLAN
UNOISTURBED SOIL J
OR ENGINEERED FILL
I
><
7/16 X 4X8
~TI -11 SIOING
NOTE FOR NAiliNG,
4X8 SHEETS OF SIDING, I E, T -11 1, OR RAISED GRAIN PANELS CAN BE NAILED
THROUGH THE OS8 SU8 SIDING TO SATISfY THE NAIUNG REQUIREMENTS REQUIRED
BY THE PERMITTING CITY, COUNTY, OR OTHER JURISDICTION.
7/16 OS8--.
~RIM BOARD
,;
.'
OS8 FILLER STRIP--.....
.------ RS SIDING BELLY-BAND
TYPICAL SECTION, PLAN 8
SCALE 1/2"=1'-0"
i><
>< - 7/16 X 4X8
,. 'I" "'~. - j"-" """'
~--
GRASSROOTS THINKING
PLAN 8A
\
Gras!>roots TIunkmg
. a way Ie afforrkble housmg
LOT 93 MCKENZIE HILLS SUB 1 st ADD
SPRINGFIELD, OR
SOONER CONSTRUCTION
SHEET
5
@ COPYRIGHT
WALT & DENZEL
,
r----~-~---~---~~----------~
I r---------~~ I-~~ 1't'.r-iX5-lii-il
I I ro ! I ro I I ! I
"1 ~ 1.1 ~ I I I
I I .---1 1---1 I I
I I ~ I I '00 I I I
II '~I ~ II 'I
I I i-" I Igj ,__1.. I 'II
I I ~..-J. g " I I Co I I
I I 'c--t I ,I' I I il'l
I I '00 I I .;- I I ~, I
I I ~ I I ~;=:r I "':i I
I I i-,,'.-f , I I 6::1 I
I I ~; L?OOB.....J . I I I
:rL-----------J i--i ~~______J :
c_~___~______~ L________~
J-BOLT NOTE
1/2"\'1 ANCHOR BOLTS, 7" INTO CONCRETE,
MAX 6'-0" 0 C, MIN (2) PER FOUNDATION
PLATE, NOT MORE t-IAN 12" FROM CORNERS
NOTE.
@ STEPED RETAINING WALLS OVER 4'
INSTALL ANCHOR BOLTS @ 24" 0 C
1/2"\'1 X 10" A B
@ F1JLL HEIGHT RETAINING WALlS
INSTALL ANCHOR BOLTS @ 12" 0 C
1/2"\'1 X 10" A B
ANCHOR BOLT & PLATE LAYOUT PLAN SA
FOR ESTlMATING PURPOSES ONLY
I - - _2~ _ _ _ -t,J- _ _ __ 20'_ _ _ _ _ L 1 _ _ -=-o~ _ ~
: i--- '- ;Irc--ir=----~':
I I I I I I I I
I I I I I I I I
I I I I I I I t.
I I I I LO' I I LO' I I
, I I I I II I r'
-1 ' I I I I I
I I I I I I I
I I I I I I I~
20' I I I I I I I
I I I I I I I
I I 'I _ L - -;i. L. I
II 1111--11 li,_
I L---________Jil ! L_________ I
L___+--,,_____ __~. L__ ___ _ __~-
1 20 20'
REBAR LAYOUT PLAN SA
FOR ESTIMATING PURPOSES ONLY
8
7 5
6
2
S
3
2
4
13
12
11
INSULA TED PARTlllON
INTERSECTION
LADDER BLOCKED
INTERSECTION
10
9
18
17
16
1S
14
23
19
22
21
20
28
26
27
2S
24
30
30
2X4 OR 2XJ FRAM NO
AT INTmIQR PARTITIONS
29
26
29
31
36
34
35
34
32
33
32
31
40
39 ---ha
-,~
37
36
44
43
42
41
48
47
46
45
64 61
60
50
49
63
63
62
62
DECKING LAYOUT PLAN 8A
FOR ESTIMATING PURPOSES ONLY
1
rl=cr:~.-'-,--~
'l.---~
!
,
!
.
.
~II D=~
------... 1 ~-- ----~. " c=..:.
NOTE
CUT PLATES FROM RANDOM
LENGTH MATERIAL STOCK
'~r' ~..,.
~ ~.~
~
'==a 'If=" '
.1 I r '--...--..-
',- . ,","
STUO LAYOUT PLAN SA
FOR ESTIMATING PURPOSES ONLY
~
.~
INSULA TED CORNER
TliREE S1lJO CORNER~
DOUBLE lXe TOP f'lATE
('It ut.crl<lr .dls}
2J(''''''''''~SD$
(atextcriotN]')
:axe BOTTa.l PlAT(
NON - STR U CTU RAL
DRAWING
@ COPYRIGHT
WALT & DENZEL
DOUBLE /
TOP PLATE
INSULA TED HEADER
4X6 HEADER
IN 6X WALL
UNLESS NOTED OTHERWISE
41(6 HEADER
UNO.
RIG1D
INSULA nON
GRASSROOTS THINKING
PLAN SA
LOT 93 MCKENZIE HILLS SUB 1 st ADO,
SPRINGFIELD, OR
SOONER CONSTRUCTION
SH EET
6
~ "'_ d"...,......'~..."~~_.
~_v .""-<i'",
~-
\
I
1
1
\
Cl.
o
I..J
\(f)
\<t
.\.!)
I
.
1 (\j,
'X
IW
I
I
\
I
1
I
I
I
1
1
I
1
I
I
Cl.
J:
o
" ~J"___~~ ~
\
I
\
ICl.
\' 5
Cl.\
0, X
W W
\ l
~
\
\
ro.
I
I
I
40' Q./W
\
\
\
\
\
>- \
~ '
~ \
I ' ,
lJ... \
\ 0 ,
I - ~ \
~ gi3_ \
~ \l) \ LOT J
- ex:: \
~ Q \ /3,936 SQ, FT.
\ W \ (114 X /34)
I (1) ,
\ 0 \
\ a.. ,
\ ~ \
\ a.. l-
I \ PROPOSED _ _ _
r-: _ - - - - -17' pueLlc
f IS 0' UTILITY
\ .',. EASEMENT
,~ \
I" \
\ B !j \
MA TCH \ I j ~ \"" \
40 9 \ AC 440 G \
" 0 / \
z /
25' _'_ - - -----
-- - \
.- J. ---
-~ --=-~- --
u
3S'
~
~
><
'..J
.
)1
~
~
WWMH.9i
RIM- 440 0'
8' PI.. E (/N)-43 50
12' FL W (fN)-42 50
12' FL SE oun- 2930
:~---
. I
I
~ /
'~ ~
WW MH . 3 I :
RIM- 44041 1 , Y
12' FI.. N (/N)-429,~8 _~ \ 1
24' FI.. E (/M-417.t~ ....\ 1
24' FI.. SW (ou:n-\4J//"\~\ I ~.
CONNECT TO --+-+ ,-R2Sr
DE-WATERING LlNf~ ,Iij
\~ ':'3: I
I ~l IIZ 0
,~ MATCH ~
\ ~ m63 ~ ~
I
\
I
\
\
\
I
I
I
01
W \ I
I
\ '\
I I .
\
\1
t
,
\
AC 4402
\ \
I; \
C::~
1
I
I
I
I
1
8' FL.43427
Cl. I
J: Cl.
o 0
w
\
\
><
W
1
I
"
I
I
I
1
I
I;:
I~
1 9
1 II
1 II
I II
I \
1 I
1
I
\
I
\ K,
1---' 1.'
TAX LOT 57do
, ......-..-....,
APPROXIMA TE BOUNDARY BETWEEN
SOIl.. TYPES AS MAPPED BY SOIL
CONSER VA TlON SERVICE (SCS)
0, p,/W
86
FUTURE
CURe
.
MALABON (76) -
.... SALEM (/19) URBAN LAND COMPLEX -. . - 62'
URBAN LAND COMPLEX " .. 7/'
.
N 85022'00', E 7/' Y
- .'" I
7/'
, ~" I
.~ I
LOT 2 LOT 3 LOT 4 ' ~o$- I LOT 5
.
10.652 SQ, FT, /I, o SQ. FT, /2.497 80, FT. I 14,120 SQ. FT,
(10. SQ. FT, (10,437 SQ, FT, I
9,514 SQ. FT, I (12.059 SQ, FT,
EXCLUSIVE OF EXCI.. SiVE: OF EXCLUSIVE: OF I I EXCLUSIVE: OF
HANDLE HANDLE: HANDLE fI'" HANDLE
(71 X /34) (7/ '\ 14f) "- "- (7/ X /47)
..f I I
"- .~ !
.~~ ~
.t> .t> I I
--!
.t>
'S
~
~
~
......
1/4'
/
-'
EXISTING
CARPORT
(TO REMAIN)
10'
\
z
-a
G'J
~
\
o
"T\
\
~
1:-
-<.
EXISTING
HOUSE
(TO REMAIN)
."
'-"
.l>o
---
---
\ WW MH .4
1M- 439.6' ~
24' FI.. NE: (IN}-4179 ~
'?4' FI.. W (Oun'417~8 Z
\ ~
\
\
(0
/
---
---
---
---
---
---
---
- ---
---
"-
fI.f
-
---
---
---
fI'"
---
-
---
Iff'"
---
---
----
---
--'
WWMH.5 ~
RIM- 439 6' ';0
24' PL N (IN}-418.09 .
24' PL SW (OUn-417 9~
,
~
PROPOSED JOINT
USE DRIVEWA Y
EASEMENT
'.
---
'NT~__-
---
HIGH POIN T
AC 44047
---
---
----
.
'...
.
4/8.9/'
\ 1
PROPOSED
STORMF/L TER
GRATE- 43927
8' FL COUTJ.43697
4' FL ON).43700
c.)c.)
~1)
\>
/\/
, ,
s 85.2'2'00' Vi'
8' FL.43597
--440_
)~o
20
4-)0
()(f,;
~~)
\>
/\ ,/
- CURB
AND
GUTTER
PROPOSED
DUAL CHAMBER
CA TCH BASIN
GRA TE- 43940
8' FL COUTJ.43B 40
I
()\
~~)
\>
/\,/
... '""> .-
\ tA.-1€ 1/ oJ ,0
rrl.L.' 300c..l'
NOTES:
I ALL NEW ON-SITE UTILITIES SHALL BE IN
COMPLIANCE WITH SEC 32120
2 STORMWA TER QUALITY WILL BE PROVIDED
THROUGH MECHANICAL METHODS CA TCHBASIN
STORMFIL TERS WILL BE INSTALLED ACCORDING
TO THE PRODUCT DESIGN MANUAL FOR
CA TCHBASIN STORMF/L TERS MANUFACTURED BY
STORMWA TER MANAGEMENT INC OR EQUAL
3 BEFORE CONSTRUCTION, CONTRACTOR MUST VERIFY
DE-WA TERING LINE LOCA TlON AND ELEVA TlON
I r- - 0 '5 - 2-"2 -'I ( -0 r-?-u-o
6"
II'
3" CLASS 'c'
) A C PAVING
1/2" R
,. ~ TYPICAL
:.t
CLASS 3300 CONCRETE
I"
--
--
I" t
1
r
1// //' /' ./ / /'//~'/ / '/'" ' //.', ,'/ /' /
/- 'f /, / ,,/ -, / /, - ,
< "::::.//,~,~, ,,'/. "<::!;""" ,',' .;: "V<:':::"'> "
"/ /"/ "/ /)'/// /"'
COMPACTED SUBGR:DE . v 9' I 1/2"-(0) CRUSHED ROCK
AT 921 RELA TIVE COMPACTION COMPACTED AT 92:
MODIFIED PROCTOR RELA TlVE COMPACTION
MODIFIED PROCTOR
.
-,
/ -:--'
.
.0" \ 40
4
..
. .. .
. 4 · 4
I g-
6-
_1--_...
GRAPHIC SCALE
20 0 10 20
r-..-J1A i I
( N FEET )
.'
4
24"
NOTES
/ STRIP TOP 6' TO /2' OF NA TlVE SOIL
---
40
I
CONCRETE CURB AND GUTTER
~f"'4LE' NONJi!
A.C. PAVING SECTION
.c;:rAT&Ji1)7IJR
]1
TAX MAP /7-03-22-4/
.... .........,...
CliNE
PAYING, DRAINAGE AND UTILITY PLAN
NE 1/4, SE 1/4, SEC, 22, T,17S,. R.3W" W,M.
SPRINGFIELD, LANE COUNTY, OREGON
JUNE 30, 200~
SCALE: 1" = 20'
LEGEND
PROPERTY LINE
PROPOSED PROPERTY LWE
- - STM- - PROPOSED STORM SEWER LINE
- ---<::X STM- - EX/STING STORM SEWER LINE
- - EX SAN- - EXISTING SANITARY SEWER
EX G EXISTING GAS LINE
----EX W----
W
EX OHP.
EXISTING WA TER LINE
PROPOSED W4TER LWE
- EXISTING OVER HEAD POWER
EXISTING FENCE
- - - - - - - - - - - - EXISTING EASEMENT
- EXISTING A C PAVING
JUT
JOINT UTILITY TRENCH
(WA TER ELECTRIC GAS PHONE CABLE)
EDGE OF PAVEMENT
r-;J EXISTING WATER METER BOX
PROPERTY CORNER
. E~STWG POWER POLE
(0' E~STWG WASTE WATER MANHOLE
..J
( PROPOSED CLEANOUT
[] PROPOSED STORM DRAIN
,~
',) EXISTING FIRE HYDRANT
+<> PROPOSED F~E HYDRANT
[E]J PROPOSED JOINT MAIL BOX
PROPOSED AC DRIVEWA Y
AC 43966
GRA DING EL EVA TlONS
.
.
EXISTING DECIDUOUS TREE
EX~TWG EVERGREEN TREE
1
~ Bran~h .!!ng~~enng, Ine,
~ruth Streot
Sprln.l1eld. Ore.on 97'77
(5'1)7.a-0637 FAX (5'1)7 .a-03B9
PRO~C r IkJ. 00 I ~I
SHEET I OF 2
c..OWl2bJ0- [)D 8~
~-
,
,
~
~
NOTE'
WA TER LINE: SHALL EJE: A T LEAST
12" HORIZONTALL Y AND VERTICALL Y
FROM II' A STEW A TER LINE AND
ON A SEP ARA TE SHELF
ElEC TRICAL CONDUIT SHALL HA VE
A MIMMUM OF 12" eLE ARANCe FROM
OTHER /J TIlITIES
INSTALL TONE WIRE AS ReQUIRED
FOR ALL PIPES AND CONDUIT
SACKFIlL'
- II'ITHIN PAVED AREA S AND
EMBANKMENT FIlL /JEJE: 112'-0
CRUSHED ROCK. COMPACT TO
921 REL A T1Ve COMP ACTION
PER MODIFIED PROCTOR.
. OUTSIDE OF PA VEl) AREAS
AND EMBANKMENT FIlL LISE:
NA TlVE 1M TER/AL COMP A C TED
TO 881 RELA TlVe CaMPA TION
PER MODIFIED PROC TOR
3/4".0 CRUSHED
ROCK IN PIPE ZOM::
TYPICAL JOINT UTILITY TRENCH
TWO-CHAMBER CATCII BASIN
SCALE: NONB
seA T,R! NONE
1
j
f
J
L1
L:
<J
,J
L1
<J
.~
-
8" ~ OUTLET STUB
(SEE NOTE 5)
3" OVERLAP
-10"
<J
L1
{
<J-/WEIR
~
,
/'
"/
.; L
/' <J
L1
c,.
WALL
""
4" r;
(TYPfl:"
I),
....
~
./'
/'
COVER/' 'I:>.
~
'-
L1
~
~
< ~ SCUM
11"",,,, _._ ".I"" I ,,; .,1; "
ACCESS
BAFFLE
<J
~
,.' I
,
I
I
~I
L
2'-4"
INSIDE RIM
l.l
," I", ,. ,I
......
L1
"". L1 f-
.~ INLE; 5ruB (OPTIONAL)
(SEE NOTE 5)
~
.4'-8 3/4"
OUTSIDE RIM
to.
I:>.
CD
-
SCALE N T S
1-CART. CA TCHBASIN - PLAN VIEW
l
REINFORCING BARS
((SEE NOTE 6)
/INLET
II:>. c. Do
GR A TE
I>
Do
/
v ~
\
1.1.'."
[='=' ='._._._='._=' ='='::-
[~~~~ ~~~~~~~-
;>
2'-4"
INSID ~ RIM
I I :
-....--------
- .. .. - .. - - - - - -
~!:!I~!!!:r~~!:!I~!:!I!:!I~:o..
'.., ,I.'" , ,II' "'" ,',I" II " ,
~.-
1
_~' I:>.
I:>.
"
2'-4"
INSIDE RIM
-
1-CART. CA TCHBASIN - TOP VIEW
SCALE N T 5
CD
~ ~ ~ .1>, fr ~ II r;:;1t1:L:;'GRAT~
4" ~ OPENING \
PERMANENT. ~ \_ L _0 UI
POOL "-
ELEVATION "- "" '7 b,
l'
I..
6
t
j 1/4....:
-1'--
8" ~ OUTLET PIPE
/' (SEE NOTE 5)
~-5tl
2'-3 5/8"
,/
/
~
......... CLEANOUT
ACCESS PLUG
-5"
-.
INLET STUB 7
(OPTIONAL)
LIFTING EYE
(TYP OF 4)
~:<~tf:/.~t~.:~~ ~~L.~.:. '!""
SUPPORT "'" 0/~
,,~ ~.
,
~ ~ 8" <1J OUTLET STUB
(SEE NOTE 5)
2' \
INSIDE- -. 2" <1J OUTLET
,,' PIPE FROM
_2' -0 1/2" I UNDERDRAIN
OUTSIDE
2'-4"
INSIDE
.
4'-4 3/4"
OUTSIDE
fA\
W
I-CART. CATCHBASfN - SECTION VIEW
SCALE /'I T S.
CD
SCALE N T S
1-CART. CA TCHBASIN - SECTION VIEW
~
!!",,,,,,. ,
~
I-CART. CA TCHBASfN - SECTION VIEW
SCALE /'I T S
~.
CLINE
DETAILS
NE 1/4, SE 1/4, SEC. 22, T.17S., R.3"'., "'.M.
SPRINGFIELD, LANE COUNTY, OREGON
JUNE 30, 2005
I PIPE ZONE MA TERIAL eM) I
ITYPICA~ STORMWA TER TRENCH !I
ROUND ROCK (PEA ROCK)'
3/8" MIN, DIA
3/4" MAX DIA.
~
~
WITHIN
DRIVEWA Y
~ UNDISTURBED
SOIL
PROPOSED
, /'~o~'~
",//1,' I,.. I-Ii' ~I",I' n' "
,,-III', 11...."'...\I'I~I-r'
, 11lIIl' I'" '..\, I"" I ',. II' L'\" "'"
, I . ,,:1 " "'-
' ,lit', II I I ",(, '.. ,,,, / ~
/ ,I II If I ill 1,1 I I " "l /'/
/ :.,," I-"~ l~ I .'1 .." I ..'~,./ ,/ ~
: ,Ill', If 1'\.,,,.. " I ~, ,,/~
II I I ,"-
30 II'" '''II "". 11,. I ,It' .: I / "'-
. t I I I '\ I 'I' ,It / "'" //
Mi'J 'ii I ',' \,\ '"., ," 'I lit I I' // ,/ /
I I'"'''' "~I I'. Ill" I ,,_, / /, '"
01 I ," II t. I"'"", """', "'-
I, I } fit" "',' \t , '" "
I 't I n,\ II' I" .. ,'I \ .'
,OJ I I', ',lit 111'\"'"
I 111.' III
- 2J7' ',,', Jg.... -"i! MIN" ':,'
I ,..' .' I' I
'., I 1,1",
WATER LlNE.-/
TELEPHONE CONDUIT 'j!
CABLE CONDUlT:...J
ELECTRICAL CONDUIT
!8ICYClE-PROOF
GRATE
/ LOCKABLE COVER
II I~ ..
f. . ~. I~ /1. . :~. ~. ~ ~ SITE STORM.
r4.' . -~ ' ,/ ,WATER PIPING
~~~'I / 36"k-..n~
~%~" -; . . -- 'FERNCO'
S;~~%'*. -r-- ~~ g~g~R
, / <<,<<0 I --
~~j$.;-;: 4 . I y,AY,A/; , 8AFFLE WITH
~~~'\ 4. '., ~~$" CLEANOOT Li)
~~~~ 'M<(/(<(/(<,hK /(~/"~~~<<A,, >.y)~~(~-- ~~Sb'fBED
~/~>>>>>> ~).>>>>>%)), ~>>>>>>);Y)) )/~/, ~ ~ ENGINEERED Fill
" ,.-., ",.-'''.(<'<<<'~/'''~' ,
-- 24" 24" . 'GIBSON STEEL' OR
''L YNCH" MANUF A C TIJRED
STeEL CA TCH 8ASIN
3" MINIMUM SEDDING 24 X 48 X 36 0
3/4". 0 CRUSHED ROCK
OUTSIDE
RIGHT OF WAY
STREET
STRUCTURE
- t-"':~' .,':::\'~~:~--~~~~~
~' 1-", <;"';' :!,""~ ':<_:: ,,:, ..,:,f(I:.~~::r~'<<.~fj(f{)f/(/'
l"t "j. t ., ~ ~\. ., - " ' -, '0.~Y<<0.':t'):7>
..t"~'v.I<',,'1} ~;1 ~ " .', ~ "I ~'~\::" ",-y,,'..."'-""
,\t.;' ~T,), '"I !r~ ',,"1~ "'to.~" ~ .
!.,;J.' 'ot ... { ... .. . I( .....01 - \ ... "\ ~ ~'>f'
o. 00 . ,'. ,v-; "\ x' ,", ' NA TIVE BACKFILL
O P ,,"., ~
\~ ~ ..... ... ~ ~
O . ~.. \ .
" "''/".,.,..
~,' -: \ '
........ 0 f., . ,~~. ,
.......... 0 0 ..' ~~, \ ~"
~ ,..,,'
Qo ,\.," ',,:.
00 .). '.: ,~<..~:"" ",
O ..~".
r:Po ~'. ".. '
00 . ... \'.<:-
IMPORTED COMPACTED
GRANULAR BACKFILL
I t MINUS MIN
I
I
PIPE ZONE I
(M) ,
l 3'
-1/6 THE
OUTSIDE DIA
OF PIPE
r 6' MfN
f
tOO
PIPE
VARIES
MINi
, . -
\. .' . .... .. \', ....j
L '" '- \, ".'~ ~ ", 7
L 3/4' - 0 CRUSHED
ROCK PIPE
FILL BELOW PIPE BEDDING
NOTE' TRENCH WIDTH TO BE
PIPE DIA PLUS /2"
TYP 24" MIN
3'-9"
CD
Z'18LOCK Ll8RARYlDETAILS AND TEMPLA TESI TRENCH DWG
-
GENERAL NOTES
, ) STORMFILTER BY STORMWATER MANAGEMENT INC, PORTLAND, OREGON 800/54-8-4-667
2) FILTERS TO BE SIPHON-ACruATED AND SELF-CLEANING
3) STEEL STRUCruRE TO BE MANUFACruRED OF }4" STEEL PLATE.
4) STORMFIL TER REQUIRES 23' OF DROP FROM RIM TO OUTLET INLET (IF APPLICABLE) AND
OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR
5) C8SF EQUIPPED 'MTH 4" (APPROXIMATE) LONG SruBS FOR INLET (IF APPLICABLE) AND
OUTLET PIPING STANDARD OUTLET SruB IS 8" IN DIAMETER CONNECTlON TO COLLECTION
PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR
~aneh Engineering, Ine,
~ 310 P'I1th Street
SprlD,lleld, 0",01l g7477
(541)748-0637 FAX (541)748-0SSg
[mIlES DcCfl1BE// J/, 200S
PRO'€CT No, 00-1./
SHEET Z OF Z ~