12514 SW 115TH AVENUE-1 ADDRESS:
125-14 Sw n6'r V 'UUZ
Ln
r
H
J
n
w1:lrecordsVnicrollm\targelsV3ulldinfl.doc
J
k
z
± \ \ \ \ Q 5 k \
2
CL / \ ) \ ) \ \ \
D
}k
CD
_
C) ƒ / 7 § 2 %
B $7 i ƒ I
�
a £
U
W M / \ § \ §
W
�/
� � \
§ \ § §Ink
0- k \ \ 3 k 5
m IN
¢
� k
.>
3 k k k k
�
2
�
/ § §
2 2 )
\ §
/ o \ (I & / :3 ;
2 cl
k { $ ) \ ) p \
% ? 15 m (ro m E
@ e # 2 ) R / 8 ) ) \
\ \ / i \ \ -j \ - \
- � g m u 3 g u g u
U� a cn a -S
a na a c v 3 °
m; ° rnr� O
Ecn m
o T cvC, m m
n-2 r_ �O
� N 4) E t cn o rVN F-
ca �"U ami °n� a oia DY
3D G C 8 O � n 3 C O
Y a+ C a7 X X7U7
O ° Y E Ol rn a, U _MN a) cn
C a C ra
O O
T)
Y C E D `n O a N L N � d
m ca 2 p U Co y rT 2.D C CL
vl
O a) y CJ NO a) U .L Z 3 01 C N C 0 N
Z c. rnd E a` )N
v
CL
❑ =r a v v v v v v v u� rn L6 u'� L6 N rn 3 N N rn
a a C4 N Z a to rn cn ro v) to
LI: ccm of LY XS of __ S S r S S = Of
G m D O D O CO CLI CO D ❑ Y 2 7 2
cr
7
Z
O >y
T J
r
T ❑ cn cn w en cn _ _ _
J o cn VJ V� uJ fn (n (n J Cn fn V7
U V) in V) V) V) cn V) V) (n V) V) V) V) V) (n (n
p -" w a a a a a a a a a a a a a a a a a a a a
� a a s a s o_ w a a a a a a a a a a n a
h
co
H
d
o cn gIL a f r a C cn m (n (n N cn of w m (n V) a cn
O ❑
c O
Q� r
N a �
� rn rn rn rn o� rn o� rn rn � a, rn rn rn rn rn rn rn � rn Q,
L O O (D (O O Q, 33 U5e-
0 ❑ v v 'v v a `a u3
(n N
a o
c ~
CL �
F- m p
> N N U
_ C-
>
a > Z y N c ° CD c n n c
n cu o n o N h V) c Cl
rt n rn (Y c
a G ° aU c E E ro O C c
ui (_ w o a ;
❑ a a�i L N m y (n ° L° 8 0 L° v m a� m L m in m
rn C") a a U a s M w (D a a a U a a w w Li (n (D S c7 a
NLn a0O N O O N O m O r M N O N mat v'1 (D u7 O if:
T O O •- N N n O O O J (V N N N N r"7 �t SLn
co r-- o o o 0 o'" O o N r- N r� r- ti r � N r- N N t-
>
> a a a a a a a a a a a a a a Q a a a a a a a a a
In N V V) N V) V N N 0 w w V) c% N c~n N N to N V) N
,�Cp� yy �7 C ,O O N « «
L « �- U U O 2,8:2 c0 E Z a•'� N Cn
.� N N _ .0 N C C Q= VI N fV L 'O 3 S:
CL fO N Q7 Y p N Q .G CP°� E='CO N a CV C M'a N OO Q CO.a(f) •N
O N
mlo p cLL1 c o.c.` on 3� -0 ma c ai cii4 E cn._
EE. � y �o = RD oc � _2m 6Ec..E_ oa
N 'a ch!n Cz c C U'C.0 V C C� N y O.�[ a CJ n
�� A'j>h O U p O O N N —M O N t O cl
D .[J' Qi 7 a U C QC (9 a.. N C
.� C O N E C A<c'9 C'ti a t•1 C N O C K �) O,m 8 X t7 C( « 01
_ N
M,
L'N« Q t0 ui_d 11) O N'�._ >Z O c �j 0.) C C j'>�i E c N to t:,,C5:O
> mCL v � oCn� -0 E � ri� MZYE "r ? ia ° �� ro cvN �
,NN, � N c� N.2 � c_ � � ta 'acNm Egg 0,0,0 C, OL ,i A
O CL U) �'o 7-.n a�c� .�� � 8 c to v 0 Ch a a cc a C� f° ,� o f
�E . r X80 c � o � n nd V) V) � o '??a 8
v
r-
ie a� rn °i rn K a a`o 3rn rn ori Ln
p• 3 a r N r CJ N N N a a O
CV
YC rn c v o .r tri u� CN
v
N
Mm 3 = = z 1 O O O O m m m = _ _
m m m m x x x =�
v y
o w
x N
J
r
T
a. a J
OI O 4 4 4 lL U. ldL 4 4 4 4 d Q d a Idl. d
f y
in O CO 2 n
C O 2 m Y Y N m m m Y Y Y Y Y Y
O O
N
U C rn Orn Ori Ori rn Or Ori m Crn m Ori �-
«' tU6 am o rn 03 0� r� r- o
m V3 N N r C N N CJ N CV ch
O a f' 00 3 cn 00 rn a v v v` u� (
V) N
N
Jyd 10
0
d
F- w c
C O C
.-.. N ' ctf m ry N
.A C Ccl
C N U) C
VI 01 A N N yaj VC
N I
N N LL N O O E a C C a C
C _p
O Y lL 8 C U- b N E N ` a N td C
111 4 N 3
J '[ (n U c u-u cu Ot to N O. Ot to 4 c
N (V E N v .a c a m E cV
8 'o t L°
Cl: M w d cn u_ u- a m LL
O1 Ln p N r O r-- to N u7 Wr cD to q
Q7 07 al R7 C77 dr CJr O O N N N
r-
r > d d d d d d d d d d d d d Q d d
N Q h h
F-
Y) V) Cn Cn V) V) Cn Cn Cn VJ Cn rn n V) Cn V)
S 2 1
s`
Q7 ro ro Y72 c _J
O O c FL Q N j cn OI O c /a rU 8 O W LL N(n U O
3 N € 07 c S U .� C 3 A 7 a)L 7 u+ fn O (U Y a LL O O S.
rn S o� a°� cci a s r � cn E rdL y E c R 3 0 4) -2 a� z:J �a a� a O E-o F.
N rn mL ata Eaa� 2a) o L$��a �°- c� ro�ra xmo� °c ro c)-LL
Lu
00 o Eoo ^ o� v)Ln o o �aiaN m o rock cVo om
o ° oorLc `� mN � a ��o `� 3n c Nmc 'oocn � E5CL72 cd� € u c� r~n
Lyco3c�. c� > c a�- '� ^_ �a, � Nw r5 > � aj �� °� �, � roa aCLCL '0a.°O
To a n v-, a. ai w N--w o c m`-ro ° o c a n b rare o 0 3 a a� ars _° :9a
N o E .S ' a°�- ma> ��oo a, �L ^ nc? c �_ u,U� � o.mo c a
rn o : 'ro c c o o c a v w� a, Cl Nn 3 am am� � � € c Y y C� ro X r t ° a? c
cr3 .� 'aro ti N d c N n.E c >>p O p v a m ro N c F- c Z%LLJ m c� J. 2�
.y+ 1_ O T c c� N w ata a C O U.`'� a .O C_ O ` N.c ` N a N ry > C a d Q1 c N F
�`°daVdEcc.� ro' m8ny' a� roE °�i� �E a�� u oo �r � ac- NQ� �i a�� r° aQ
Z f��d .G .N.�yraY cow 0 3 - � �� ro rca a0 H taa �� W N ca0o 4 Om �wC�C]W m.50
C`
m rn a) am a) rn 0)q t a rn a ca
a7za a
7 ai c71 Oi N
v
CL
L y
O >
=J
a)
T-
QT-
CD
a rn (n J O J J
�j 0 d d LL �2 CL LL
a
o (n K cn cn rn m
" ❑ .e m Y Y Y cr
V
ro O
C
Oto M
N
N
lC Q co
U
a
O rn
n rn rn a,
❑
w
� to
�+ rn
Q « �
ro
LP
r
J c
m
IL C C LL
C
w c LL8 o o, °c_'
N 7
m =
rn rn rn L
m m
00 > a a a ¢ in v~i
rn 6� v~i
0
o0
xa)
N N
O ��
- U�
U C c0
t 2 m
U � N
N O m (V
G/ O CO N
O N N N10
Z d M a 2
V co
D a a
�o
�m Z
CL �L
w
a >,
CD
r
r
O uai
ti
O
� ro
d
C
0 �
yy �
M d fU
U a
a a
O o a
W N
d
m
0
a
Q V
0
d
n n
F O_
J �
C � �
C p C �N
L7j
C.
W 44
J V u
LO N Q N
\ k
sL {
\}
C. §
@ � R
4 § . \
{ a$ ] )
V)
\\}
15 \ % S
. � § m
CL § ( f G § \
k � 7 ) 3 3 J 3
#� o o e e c o
_
= >
)\
a)
LO
o a § g / \ 2§
CZ) § Lu± ƒE \ƒ
�
cr) /
@ < w «
§A § § / § §
� _ \
@ )
2 E
CL
: k § § k k
0 § S R & S R
a
@ 2
� to
>
� 2 k
A S
c
/
w
® b
/ 7 \
/ - £
CL
\ 2
G « ) \
I
M � kLL � t \ f c %
c ) § 2 R § 8
k \ § k k /
J 2 a ¥ a
1
N
DI
O
Z
ro
°) t r rn r
CL c3 D
v `u v L6
0
d N L
D CO Q' p ly
CL
D
ro d
o CD
SJ
r
I,A
P'
Cl CL
C0 ¢ a a a
N
a a a a
t-
m
o v; <n
cn O m
c O
� •N H r
N N �
U t' rn r r r n-
m
N
N
RCS a)
A
iA I
--r
i�
�n
r n
(1)
.. > c
J O � 4
.... y; I
)] O EL ati
�a
a
L7 � aLU
❑. cn % J
Q� r
LO O O 00 N
7 Q Q Q
in iii r m m r_
�r
� U
Cl C
E c LLJ
? Cn
E � o aA N c � E a 3f
as a '�m wCn
BLN EES f°� � aqua
>, > O N.�i0 C N p w F•" 0
c a) L � o�� � n a o muwCO
m x aaarnao7 a'N wE w� CLCO
—
o E �i �° Cvt y Cn� �Cn
v' c Cr O
�k5mM. maa)) mad ILL)
n n n n r-
a a) rn rn rn a) CC, rn °' rn rn
N N r c11 N .n- N " cam) a d c� n
a ti N r
r
S
4) Z Z Z Z N N a. N N N Z 4 N WN N ul N N cn N Z
m T Z a 2 a Y U'S Z F- F-- J W w w = C: J w w w c0 ra w cr =-
L fL m F 0 a X z t" M 0 C9 X U
Y x
a
ro y
O u')
2 J
L) 0 In r,
CL F- cn 0a. cn Cn
Q NCD CL w w w Q Q C Q Q Q Q Q Q Q Q O O Q Q d Q Q Q
r o a CL a a a a a a a o- a
CO
L�L T
— 4)
F
a
0 t- t- aJ rn cn Cn cn a Cf) rn N C/3 w V) (f) (f) cc
t
Q no Co co � x F- Y C7 Y Y Y Y X
N
c O
°i 0
a cU cp cp �D c[ tD c�p crD� ttpp ��pp v)
a
r r r a
� a
F-
... C
°
C m
o
v)
a _
_ = 4
J c ? a 8 C 7 _ O7) C G O. N (n N C cC
�y o o ^ Cr, g c O cqi 0 U) - N c � c CL
c. Q. E E y n c 2 c a -
..
N N s o ? my �N 3 -5 E e E 7 a ca a
J Ct L m m a 8 J Q O e J a 7 tY �
o a a U � � tr LL u a as r a i)7 w a cn c9
N LOa0 O N N c0") O n O ^ r n N q d 'n r0 u) O LO N N
c� N N N N N m d d N to
tY) N r!) N Cn N (n in V) Cn Cn N N w N Cn In (n N to N Cn N N N N N
Q `L Q7 m N d
Ln
CJ q
OCZ a`aiu� $ � vr- � ; ddW
{ c o Z E aO o oln °q YO>d�
LL W cj � °N E ani e' r N m X30 bw�ay 00 rn
C7 0QW Z g c4 S m' a v x c3 a> Yd�-d iQ
z Ua� -.1 N d 4 N N 'n IV NA- w-iZ0, N
U h -on, c - m cv > c g~ �d ca c� 2Z(DW N
�m�a� � bo �npNp � � cr ��SNo� a�LLzUw
m W otnTuix N N t a N U L7 a
o wQQOW�iiF- r an $ a C acs _N 0 LL1JOW U
_ a� i'i s h- Z
2 cn0USz� d 3 > iun� akSskSS �°x� a3a rn� ?mU(nU
rn rn am rn ' rn rn
M M N CV N N N N n N
O O O - - .-- - e- .- CQ (�1
9
to h F F 0 0 x fn U) U) N Z
'' c' W f m T U) U? U) m m cl m m co
p,m a C'.) 0. >
V >
O y
T J
m
w o W co cn a a _ a te _ n w
O c cn N z U) U) v, cn Z �� 0
Li-
s d b d a s a a a d b d <0 b a tl
0.0
m m
(!)
Co (n m can T 5 g (p U) w (n cn rn (n
fY t O Y Y Y Y Y Y
9 N
C
N F O
N
N ` Q1
cu
V rn rn a
�]
MN
(-b
N M m i7 N N N N (OJ N r N
In
a� d
CL
Of
o
r
a
4
a
C
C',C �° o
h a � a cca
c a m .q $ 2 N 0 o
C: 11 _ � � o E D v � (n � a vai c � t3 i
a13
m E E c LL t�
c v 4 E aLL
ai ai � m E
g a � F E r- m
C
C N N
d 0) 0fl w 4.. LL, ,n N 0- d a LL 1L V d m LL lL
J) NN ao a N t- n o : ui W) to h co 0
O EO a) m tJ7 •" N N N Q, Q)
m d d d d d d d d d a a a d d
F F h F F- F F F-
N u N to u) In in w N in N u) in in (n (n (r fn cn V)
v
0
z
w
s s s o
f0 ti r-- N �• N M N
C r
a
U
a u_ a m a a o z
D
a m
o
J
LO
Iq
O N (n
N U < cA
�i 0 a d 2 d
T
m
T-
o p cn
0 QJ m D
cO
l'V N~
P,
L M
Q p o a 3 0 0
(� N
++ p
Q d f3
o a
LL
CL
1--
F � N
Q C _
o
C7d O V D N a W
W ,u 5 L O C O N `C
U T N
cl
n- O N LL
� N 0 O N O N a00 N
co co .; O O Q Q Q Q
In N Q 3 � 3
C;,TY OF TIGARD BUILDING INSPECTION DIVISION /,
NIST
'24-Hour Inspection Line: 639-4175 Business Line: 639-4171 -
BUP _
_Date Requested AM PM BLD
Location I/,^�j ._ Suite MEC
Contact Person `'i1��r, J i - Ph _O�I _3 36f PLM 'F-7 (J3 5'�
Contractor Ph SWR
'LIULDIUG-, Tenant/Owner ELC `z
Retaining Wall
ELR
Footnrg
Access -,/, !- / .kO G� FPS
Foundation y
_ c�
Ftg Drain
Crawl DrainInspecl..ion Notes'. SGN
Slab
Post& Beam SIT
Ext Sheath/Shear _
Int Sheath/Shear
Framing -
Insulation
Drywall Nailing --
Firewall
Fire Sprinkler
Fire Alarm —
Susp'd Ceiling —
Roof
Misc. —__--— —--
PASS PART FAIL
PLLf BING
Post& Beam -
Under Slab
Top Out
Water Service
Sanitary Sews
Rain Drains
rM
S PART FAIL
HANICAL
Post& Beam --- -_ -___-- --
Rough In
Gas Line ---- ---
Smoke Dampers
Final _� --- -- -
PASS PART FAIL
ELECTRICAL _�. -- --------- -- - -- -
Service
Rough In
n. UG/Slab
Low Voltnf�, �4tL1. - -----�--------------_.._.-__ ____--- ----
CC
J_ Fire i -
�dl
H SASS PART FAIL
SIT
L Backfill/Grading -- —
Saritary Sewer
Storm Drain I ] Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin Please call for reinspection RE:
Fire Supply Line ] p __ -� I ]Unable to inspect-no access
DA
Arproach/Sidewalk Date `' "' �� - 7 Inspector Ext
ether ---- - _ P ---- - -
Final
PASS PART FAIL DO NOT REMOVE this inspection record horn the job site.
CITY CSF Tit- ARD
DEVELOPMENT SERVICES
13125 SW Kill°.'vu., Tigard,OR 97223(503)639-4171
C:ERTIFIC;EjTL:' OF
0CCI:1PW4CY
PERMIT #. . . . . . . ° MST97-011`
DATE ISSUED: 02/12/99
PARf_EI-:
SITE ADDRESS 12514 SW 115TH AVF_
UBDIVISION. . . . .. HUNTER' S GLEN DUCTION 2 I 5 F'I!
+LOC:K. . . t 1_.OT. .. . . . . . . . . . . . : 3'? JUf%iaOl( TIf?rJ:TICa
.-LASS OF WORK. :NEW
t Y'F='E UF" UC)E=:. . . :r,F
i Yf'E OF C:ONSTQ c 5N
i:ICC:UF'ANCY GRP. :V43
OCCUPANCY I_.OAD:4
Single fasily new •• F'`att l
aE:Ai_ BRALOSTOSKY
t2514 SW 115TH AVE
T nCIRD OR
•-'P�c�rie ii:
MATR I Y, 'DEVELOPMENT CORPORA T J ON
f:,y0f. T)W 1#1ItIES 5Tf?EL # '00
T16AR1) 0R 97�?23
Ph o n F #: 620-6080
VQ71000E�
.this C'ertifir�.aktP gr-alnts acr,�aF�artcy of the above referet�cetJ building or portio. ,
thereof and c::onfir-ns that the huildi.rig 1i:aa been insppeted forC:nmWlie�nce witt-
thy! State of Oreg;o•� ;;2per_ialty Cocies for the gra.IFi, occupal-ry, sand use umier
which the rgferr±nued permit Wa+, isst..teci.
IJSPEC1"I N• SUFE f2 Y
F6ILE3ING INS QCT
ti F''Oflf IN r-ONv r'ICLICtll� PLACE..
J
C'J
W
J
CITY CSF TIGARD
DEVELOPMENT SERVICES F,LUMBING PERMIT
13'23 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 PERMIT #. . . . . . . . PLM137-0359
DATE iSSUEL: 08/28/97
PARCEL: 2SI03BD—HGO37
SITE ADDRESS. . . : 12514 SW 115TH AVE
SUBDIVISION. . . . : HUNTER' S GLEN ZONING: R-4. 5 PU
BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :037 JURISDICTION: TIG
----------------- -------------------------------
CLASS OF WORK. . :ADD GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0
TYPE OF USE. . . . :SF WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : I
OCCUPANCY GRP. . : R— FLaOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . : 0
STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 0 CATCH BASINS. . . . . . . : 0
FIX'FURES--------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0
SINKS. . . . . . . . . : 0 URINALS. . . . . .. . . . . . : V) GREASE TRAPS. . . . . . . . 0
LAVATOFIES. . . . : 0 OTHER FIXTURES. . . . : 0
TUB/SHOWERS. . . : I-) SEWER LINE ( ft) . . . : 0
WATER CLOSETS. : 0 WATER LINE (ft ) . . . : 0
DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0
Remarks : Installation of residential backflow prevention device.
Owner-: FEES
LEGEND HOMES type amoLtnt by date r-er-pt
6900 SW HAINES ST PRMT $ 13. 00 DRA 08/27/97 97-298724
TIGARD OR 97223 5PCI T 0. 75 DRA 08/27/97 97-2,98724
Phcne #:
Cont Tact or-----------.----__.--.______------
MARTIN
r---------------------------------
MARTTN SANDERS GROUNDS MAINTEN
PO BOX 307
NORTH PLAINS OR 971. 13 _-----_--.---_.---_--------------------__
Phone #: 647-5567 $ 15. 75 TOTAL
Reg #. . : 000057
-------- REQUIRED INSPECTIONS ----- --
This permit is issued subject to the regulations contained it the RP/Backflow P't-ev
Tigard Plunicipal Code, State of Ore. Specialty Codes and all other Final Inspection
applicable laws. All work mill be done in accordance with
approved plana. This permit will expire if work is not started
within 1130 days of issuance, or if work is suspended for more
than 180 days. ATTENTION: Dregnn law requires you to follow rules
adopted by the Oregon 11tility Notification Center. Those rules are
set forth is 5AN 952-989I-0019 through OAR 952-909I-0080. You may
obtain copies of these rules or direct questions to OLW, by calling
(503)246-1987.
I s s 1-i e d ,. Permittee Signati-it-e:
..........4..........................................................
Call 639-41*75 by 6:00 p. m. for an inspection needed the next bt-isiness day
++++++++++�..................4+, ....................A .................. +++
ZITY OF TIGARD
Plumbing Application Recd sy
13125 SW HAIL BLVD. Commercial and Residential Date ROLA +7
'IGARD, OR 97223 Data to P E. ---
503) 639-4171 Date to OST ---
Pemut s J 5
Print or Type Related SWR a -
Incomplete or illegible applications will not be accepted Caned
Name of Development/Project .FUC)URES;Qn.4hddual) 1i►ti:St I 'Yt `P CE: ' .d
Job ' �� 564,1-1 Sin` 9.00
Address Street Address _ Suite Lavatory -9.00
Tub or TuWShower Comb. 9.00
Bid CirylState Zip Shower Of
7 9.00
3 /i ✓' water Closet
Name 9.00
Dlahwaaher9A0
Owner Address Suite C''r 9.00
Mad** 9.00
I Ciry/State Zip Phone i nor Drawl 2' 9.00
Name �� 9.00
4' 9.00
Occupant ms* Address suds water Hearer 900
Gry/Stata Zip Phone
Lam"Room troy 9.00
Unnal Too
» C Other Fixttres(Specify) 9.00
1 �-J, �...�4? > 9.OQ
Contractor 0n9 Addresa Suite
Ci 9.00
�Pr$or to Issuance CAY/Stale Phone 9.00
applicant must / . -. � y 5 71 31 5 9.00
provide an Oregcin Const.Cont,Board Lits ,;,a 9.00
cxyntractors r C c,
2.00
ftA"*V u p.Date Sewer-1st torr 30.00
iifonration 5 C,t:
for COT COT Business Tax or MetrosEXP•Date Seswr � �10(' 25.00
database). Water Service-1st 100
30.00
Name "- water Sarvitx-eaci adddlonal 200' 25.00
Architect Slomh A Rain Drain-1st 100' 30.00
or Maifng Address Suite Blanca 8 Rain Dram-.ear sddltional lar 25,00
Moban Home Space :t 0
Engineer Ci State Zip Phone Cormnermal Banc Flow Prsvantwn Device cr Anti- 25.00
-f Po9tAlon Device
-•scnbe work New O Addition O Allw3bon O Repair O Residential Badrnow Prevention Device,
15.00
x dons: Reswlential O Non-residentlaf O Any Trap or waste Not Connected to a Fixture It,00
ddescriptiononal description of worst
Calm Basin 9.00
Insp.of Existing PlumboV 40.00
per/hr
ting use of Specialty Requested Inspections 40.00
V� irg or property per/,.:
Rain Drain."is family dwelling 30.00
i- 3osed use of Grease Traps 9.00
J jin9 or property _
dUANTiTY TOTAL
/ou capprhq. movwhy x replacing any fixtures? yes p No❑ laonuatc or riser eigam is romired ir 2!TLf rant 4 19
w
I00**a back of form; 'SUBTOTAL Q 4
-� -Ireby adtnowledge that 1 have read this application that the information
,I is correct,that I am the owner u,authorzed agent of the owner.and 5%SURCHARGE
olany sut"rtled are in compliance with On! on Slate Laws. _ '�� - r 7
iaturre of N')9ent."' Date PLAN REVIEW 25%OF SUBTOTAL i
Rwucw onh f bmn city.totes is>_9
TOTAL -.i
ict person Mame Phone I 7
Minimum permit two is S25+S%surcharge,except Resrdends!Backflow
Prevention,evice.which is S 15•5%surcharge
I:�plmapp-doc 12196 (dst)
1=18
►SE COMPLETE AS APPROPRIATE TO PROJECT:
Fixtures to be capped, moved or replaced Qty .
Sink
Lavatory
Tub or Tub/Shower Combination
Shower Only
Water Closet
Dishwasher
Garbage Disposal
Washing Machine
Floor Drain 2"
3"
4"
Water Heater
Laundry Room Tray
Urinal
Other Fixtures (Specify)
:OMMENTS REGARDING ABOVE:
d
w
Pplmapp.dm 12/% (.(ht)
CITY OF TIGARD ELECTRICAL PERMIT
DEVELOPMENT SERVICES DERMIT #: ELC97-0610
13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 DATE I55UED: 09/11/97
PORCEL: 2S103BD-08100
SITE ADDRESS. . . : 12514 SW 115TH AVE
SUBDIVISION. . . . :HUNTER' S GLEN ZONING:R-4. 5 PD
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . + . . :03'7 JURISDICTION: TIG
F=aro j ect Description: Add a first branch circuitto existing single family
dwo 11 ing.
----------------------------------------------------------------------------------------
---RESIDENTIAL UNIT---- ---TEMP SRVC/FEEDERS------ -----MISCELLANEOUS-----
1000 SF OR LESS. . . . : 0 0 — 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0
EACH ADD' L 500SF. . . : 0 201 — 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0
LIMITED ENERGY. . . . . : 0 401. — 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0
MANF. HM/ SVC/FDR. . : 0 601+ar.,ps-1000 volts. : 0 MINOR LABEL. ( 10) . . . 0
----SERVICE/FEEDER--•-- ---•--BRANCH CIRCUITS----- ---ADD' L INSPECTIONS---
0 -- 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0
201 — 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . . : 0
401 — 600 amp. . . . . . : 0 EA ADD' L_ BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0
601 — 1000 amp. . . . . : 0 --------- — ------FLAN REVIEW SECTION-----------------
10001-
ECTION-----------------
1000i- amp/volt. . . . . : 0 > =4 RES UNITS. . . . . . . . : > 600 VOLT NOMINAL. . :
Reconnect only. . . . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. :
Owner: ---------------------------------------------------- FEES ----------------.
LEGEND HOMES type amoi_tnt by date rscpt
6900 SW HAINES ST F'RMT f 35. 00 GEO 09/11 /97 97- 299127
'TIGARD OR 97223 5PCT $ 1. 75 GEO Zy/li;97 97-299127
Phone #:
Controc or-: -----_______________
-----------------------------------------------
(33ARNER ELECTRIC $ 36. 75 TOTAL
,_ 1787 SW TUALATIN VALLEY HWY #L
----— -- REQUIRED INSPECTIONS
--- --
ALOHA OR 97006-1248 Rough—in Elect' l Service
Phone #: Undergroi.md Cove Elect' l Final
Reg #. . : 001211
it This permit is issued subject to the regulations contained is the Tigard Municipal Code, State of Oregon Specialty Codes and all other
applicable laws. All work will be done in accordance with ed plans. This permit will expire if cork is not started within 189
days of issuance, or if work is suspended for more than 188 day ATTENTION: Oregon law requires you to follow the rules adopted by
the Oregtn Utility Notification Center. Those rules are set forth in OAR 952-991-9019 through OAR 952-001-1987. You may obtain a copy
of these rules or '.rect questions to O11tJC Jry calling (503)24 1987.
a (-permittee Signati-tre :� /, ti, '.ied By :
} -----------------.-__--__--_—OWNER INSTALLATION ONLY-----------------------_-------_
The installation is F -ing made on property I own which is not intended for
sale, lease, or, rent.
OWNER' S ',I GlgnTIJRE: DATE:
w
--.-----------------------CONTRACIOR INSTALLATION ONLY--------- ------ ---------
SIGNATURE
--------SIGNATURE OF SUPR. ELEC' N: C li�(1�2 DATE
L-ICENSE NO: J 0
++ . ' +++++++++++++++++++++++++++.++++++++.1 +++++++++++ I-+++++ ++++1 -F+++++++4-++-++++
Call 639-4175 by 6:00 p. m. for an inspection needed the next bus ne day
+++++++++++++++++++++++++++++++-' +++++++++++++++++++++++++++++++++++++++++.++++++
CITY OF TIGARD Electrical Permit Application Plan Check#
13125 SW HALL BLVD. Rec'd By _
TIGARD OR 97223 Date RecdDate to P.E.
Phone (503) 639-4171, x304 Date to DST
Print or Typo
Inspection (503) 639-4175 Permit#q
Fax (503) 684-7297 Incomplete or illegible will not be accepted Called
1. Job Address: 4. Complete Fee Schedule Below:
Name of Development Number of Inspections per permit allowed ---
Name(or name of bu/siiness) _ _ Service included: Items Cost Sum
Address �7 J L l) _1 4a. Residential-per unit
•/'1`y? D 61L Each
sq.ad ft.or less i $110.00 n
City/State/Zip
Each additional 500 sq.it.or
Commercial ❑ Residential pinion themof $25.00 1
Limited Energy _. $25.00
Each Manuf'd home or Modular
2a. Contractor installation only: Dwelling Service or Feeder $68.00 2
(Attach copy of all current licenses) 4b.Services or Feeders
i
Electrical Contractor lyi�f'r�c7�-- _L Lt Lr' f Installation,alteration,or relocation
200 amps or less $so.00 2
Address Z\`7 1873 >��J ]29 f �� I-- 201 amps to les amps $60.00 2
City , l ! State_ �'tL ip C) tx t, 401 amps to 600 amps $120.00 2
Phone No. 601 amps to 1000 amps $180.00 2
,lob No. Over 1010 amps or volts $340.00 2
Elec. ,,'ont Lice. No. �� `� Exp.Datee o C, " Reconnect only _._ $50.00 2
OR State CCB Reg. No. f 11'`5M_Exp.Date 3 `t 4c.Temporary Services or Feeders
COT Business Tax or Metro No. IIA-1 10 Ex .Date �' ' Installation,alteration,or relocation
200 amps or less $50.00 2
Signature of Supr. Elec'n� 201 amps to 400 amps $75.00 2
401 amps to 600 amps $1010 0.00 2
Over 600 amps to 1000 volts,
License No. 3.-7t-'-7 J ___Exp.Date ` see"b"above.
Phone No.
- 4d.Branch Circuits
Nnw,alteration or extension per panel
2b. For owner installations: n)The foe for branch circuits with
purchase of service or
Print Owner's Name feeder tee.
Address Each branch circuit $5.00 2
Cit State. 'j - b)The lee for branch circuits
Y - P -. without purchase of
Phone No. _ service or feeder tee.
T I list branch circuit $35.00 �� 2
The installation is Being made on property I awn which is not Each additional branch circuit, $5.00 _ 2
intended for sale, leaie or rent. 4e.Miscellaneous
(Service or feeder not included)
Owner's Signature Each pump or Irrigation circle $40.00 2
Each sign or outline lighting $40.00 _ 2
3. Plan Review section (if required):* Signal circult(s)or a limited energy
panel,alteration or extension $40.00 2
a Please check appropriate itern and enter fee in Section 513Minor Labels(10) $100.00. -�
4 or more residential units In one structure 4f.Each additional inspection over
Service and feeder 225 amps or more the allowable In any of the above
`._System over 600 volts nominal Per Inspectinn $35.00 _
> Classified area or structure containing special occupancy 'or hour $55.00
as described In N.E.C.Chapter 5 In Plant $55.00
J
r ' Submit 2 sets of plans with application where env the above apply. 5. Fees:
15
Not required for temporary construction services. 5a.Er'er total of above fees $
W 5%Surcharge(.05 X total fees) $ -'
J NOTICE Subtotal $ -
5h.Enter 25%c'fine So for
PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review it required(Sec.3) $ -
NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $
IS SUSPENDFD OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY /
TIME AFTER WORK IS COMMENCED. ❑ Trust Account# $ J tG 7r�
Total balance Due
IADSTMELOIe.APP Rev W96
Oh
C14
x
Li
cc VA
L.-.J
n � �`
I 'J
y 113
I �
o`
too
u 0 o
cc
c yV 0
E
a ti �1 I_A
i
^_ ❑
NI t
II�
rl -
�l
0.
M�
N
Y
00
anF-
J
ry
W
J
.s
CITY OF TIGARD
DEVELOPMENT SERVICES MAI�)TER F'FRMIT
13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 PERM I"r #. . . . . . . : MST97-01 19
DATE' ISSUED: 04/ �A/97
PARCEL: 291.03BD—HGO37
..)TI-F. ADDRESFI. . . : 1..-'51Y SW 115TH (IVF
SURF)T V I910N. :, . „ :1-luNTER° S GLEN ZONING- R-4. 3 P'D
RL_n('K. . . . . . . 1_0T. . . . 4'u3-7 JUJRISDTC i T0N
Remarks: Single family new - Path I
--------------------------- —---------------------------- RUTLDING
REISSUE: STOR.FS.......: 2 FLOOR AREAS---------- BASEMENT...: 0 sf REQUIRED SETBACKS---- REQUIRED-------------
CLASS OF WORN,:NEW HEIGHT........: 24 FIRST....: 1047 sf GARI)GF.....: 440 sf LEFT..... ....: 13 SMOKE DETECTRS: Y
TYPE OF USE...:SF FLOOR LOAD....: 40 SECOND...: 967 sf FRONT.........: 20 PARKING SPACES: 1
TYPE OF CONST.:SN DWELLING UNITS: 1 FINBSMENT: 0 sf RIGHT.........: 5
O',CUIPANCY GRP.:R3 BDRM: 4 BATH: 3 TOTAL---- 2014 sf VALLL.l: 14251~ REAR..........: 41
--------------------------------------------- PLUMBING
SINKS.........: 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRAYS.: 0 RAIN DRAIN ft: 0 TRAPS.........: e
LAVATORIES....: 4 DISHWASHERS...: 1 FLOOR DRAINS..: 0 SEWER LINE ft: 0 SF RAIN DRAINS: 1 CATCH BASINS..: P
TUB/SHOWERS...: 3 GARBAGF DISP..: 1 WATER HEATERS.: 1 WATER UTNE ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0
OTHER FIXTURES: 0
----..—------------------------------------------------------ MECHANIrAL ----------------- —-------
FIIFL TYPES--------- FURN ( 100K ..- 0 BOIL/CMP ( 3HP: 0 VENT FANS.....: 4 CLOTHES DRYERS: 1
GPS FURN )=100K. ..: i UNIT HEATERS..: 0 H00DS.........: 1 011,4ER UNITS...: 1
MAY INP.: 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVES....: 0 GAS OUTLETS...: 1
----------------r------------------------------------------ ELECTRICAL --------------- --------------------
--RESIDENTIAL UNIT--- ---SERVICE/FEEDFR---- --TE;'a SRVC/FEEDERS-- --BRANCH CIRCUITS--- ----MISCELLANEOI.IS---- --ADD'I, INSFPErTTONS--
1000 IF OR LESS: 1 0 - 2,00 amp..: 0 0 - 200 amp..: 0 W/SVC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION: 0
FA ADD'L 500SF.: 3 201 - 400 amp..: 0 201 - 400 amp..: 0 1st W/O SVC/FDR: 0 SIGN/OUT LIN LT: 0 PER HOUR....... 0
I-IMITED ENERGY.: a 401 - Fee amp..: a 401 - 600 amp..: 0 FA ADDL BR CIR: 0 SIGNAL/PANEL...: 0 IN N_ANT....... R
MrAF tM/SVC!FDR: 0 601 - 1000 amp.: 0 601+amps-1000 v: 0 MINOR LABEL -10: 0
1000+ 21p/volt.: 0 ----------------------------------- PLAN REVIEW SECTION ----------------------------------
Reconnect only.: 0 )=4 RES UNITS..: SVC/FDR)-225 A.: ) 600 V NOM INRL: CLS AREA/SPC OCC:
------------------------------------------ --------- ELECTRICAL - RESTRICTED FNFRGY ----------------------------
-----------------------
Q. SF RFSIDEMTIAU.----------------------•----- B. COMMERCIAL------------------------------------------------------------------------------
RI1D10 Il STEREO.: VACLMIM SYSTEM..- INJDIG d STEREO.: FIRE ALARM...... INTERCOM/PAGING: OUTDOOR LNDSC LT:
BURGLAR ALARM..: 0TH: :: X BOILER...... .: HVAC...........: l_ANDSCAPE!1RRIG: PROTECTIVE SIGNL:
GARAGF OPENER..: CLOCK..........: TNSTRI.WNTATION: MEDICAL........: OTHR:
HVAC...........: DATA/TELE COMM.: ARSE CALLS....: TOTAL A SYSTEMS: 0
Owner: ----------------------------------Contractor: ------------------------------ TOTAL FEES:$ 274j.46
LFRFNi, HOMES LEGEND HOMES CORPORATION
690e SW H*I ''FS ST 7160 SW HAZ.FIFFpN RD,
TIGARD OR 97223 STE 100
TIGARD OR 97224
Phone A: 620-8080 Phone A: 62e-Re80
Req m.,: 000605
> This permit is issued subject to the reulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all ntner
~ applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180
—' days of issuance, or if work is suseended for more than 14 days.
---------------------------------------•- •--------- REIMJIRFP 14SPFCTTONS -------- -----------------------------------------------
;,-0, Erosion Contol post/Beam Meehan Electrical Servi Gas Line Insp Water Service In Building Final
J r3rading Insper-ti Crawl Drain Electrical Rough Gas Fireplace Appr/Sdwlk Insp _
r..,+ing Insp PLM/Underfloor Framing Insp Insulation Insp Electrical Final
Foundation Insp Mechanical Insp Shear Wall Insp Gyp Board Insp Mechanical Final
post/Beam Struct Plumb Top Out V e Rain drain Insp P Fi al
rf,r mi.ttee Sir�n�ti.ir e : A Issued By: !M V'
��L�11 for inspect inn — 639--4175
CITY OF TIGARD
DEVELOPMENT SERVICES SE'WF'r2 PERMIT
I ERMIT
F(`TION
13125 SW Nall Blvd., Tigard,OR 97223 (503)639.4171 f= r!�iR9.7-
PERMIT #. . . . . . . .. _ 0116
DATE TSSIJFD: 0/4/28/97
SITE ADDP.ESS. . . : 1251q SW 115TH AVE
Sl_JBI)I V T F)I ON. . . . .HLINTE:R' r Gt_..EN ZONING: R-/+. 5 PD
I3L_f]CF4. . . . . . . . . . L-01.. . . . . . . . . . . . . :037 1JRISDICTION:
TENANT NAME, . . . . .
11q1 () h.lO, . . . . . . . . . F T XTLIRF lJN T'r^. . .. : 0
(71 ASS OF WORK. . . -NEW DWFL.I..I NO lJN I TS., „ : 1.
TYPE OF IJI;E. ,. ., . . :SF NO. OF BUILDING"..,)- 1.
IhISTAL.I_ T1'PF. . . . :BL.1SWR IMPFRV SURFACE r. 0 s f
Rem�rks : Single family new - Path I
Owner,. ___._....---_._._.._____.._____.__---------.-----______-__ ------____-• FEES
I-ErENP Hr1MrS type amol_int by ate recpt
F,900 SW HAINES ST PRMT 1 ;?200. 00 P 04/,:%'8/97 97-293795
TIfiARD OR 972.213 INSP $ ,35.. 0'Z+ D 04/28/97 97-r_i9�3795
Phone #:
r. Tit r^ar_t or
riLirlFR
----------------------------
$ ;=1235. 00 TOTAL.
-------- REnIJ I RED INSPECTIONS
?'his Applicant agrees to comply with all the rules and regulations Sewer Inspection
of fhe Unified Sewage Agency. The permit expires 188 days from
fhe date issued. The total amount paid will be forfeited if the
permit expires. The Agency does not guarantee the accuracy of the
side sewer laterals. If the sewer is not located at the measurement
given, the installer shall prospect 3 feet in all directions from
the distance given. If not so locattd, the installers pur as
3 "Tap and Side Sewer" Permit and the Agency
f'ermi.ttee Si nature : __��
T s s ia e d R y e
R
Call. for inspection - 639-4175
J
L
C'J
W
J
I.� 3
Plan Check# .,
ITY OF TIGARD Residential Building Permit Application Recd By 7
3125 SW HALL BLVD. New Construction Additions or Alterations Date Recd
IGARD, OR 97223 Single Family Detached or Attached Date to P.E.
03) 639-4171 Date to DST 4 9
Print or Type Permit: 7 �l�
Called
Incomplete or illegible applications will not be accepted
Name of Suhdiwsion Lot# Name
,lob HUNTER ' S GLEN 37 LEGEND FIOMES
-- Architect Mailing Address
Address Site Address 6900 S W Haines St .
— t 12 >1 S W 1 1 5th Avenue City/State Zip Phone
Name Tigard OR 97223 620-8080
LEGEND HOMES
Name
MailingAddress
Owner 6990SW HHaines St . F�ROELICEI
CylState Zi pph ne Engineer Mailing Address
Tigard , OR 9223 62c0-8080 6969 SW Hampton St .
City/Slate Zip Phone
Name LEGEND HOMES Tigard , OR 97223 624-7005
Genera! Describe work new addition O alteration O repair O
Contractor Mailing Address to t:e done:
6900 S W 11 a i n e s St . Additional Description of Work:
City/State Zip Phone
Ti7ard , OR 9722.3 620-8080
Oregon Const.Cont. Board Lic.# Exp.Date
Attach copy of 060563 6/19/97 Project Q I, I,�f I
Cur,;nt I COT Business Tax or Metro# ExD.Date Valuation �p `�I
Licenses i C -3,,;, T
Name NEW CONSTRUCTION ONLY:
Mechanical SUNGLOW INC . Sq.Ft. House: Sq.Ft.Garag�:11}}
Sub_ Mailing Address 2o10, I 1
Contractor 2428 S E 105th Corner Lot YesNo Flag Lot Yes No
JCity/state Zip — Phone (check one) x (check one)
I
Portland --OR 97216 253-7789 Restricted c Audio/Stereo If6 urglar
Oregon Const. Cent. Board Lic.# Exv. Date Energy System Alarm
Attach Copy of , 4 8131 `�- r `
Current COT Rosiness"rax or Metro# Exp.Date Installation Garage Door HVAC
Licenses I J- I - 611: Opener Systems
Name (check all that )ther:
Plumping WOLCOTT PLUMBING app;,!)
Sub- 'ailing Address Will the electrical subcontractor wire for all Yes No
Contractor E'0 Box 2007 restricted energy installations?
City/State Zip Phone Has the Subdivision Plat recorded? N/A yyYps No
Greshnin , OR 97030 667-9891 L —
Oregon Const. Cont. Board Lic.# Exp. Date Reissue of MST# Y Solar Compliance
Attach copy of 2 ,324L 7 10/19/97 (Calculation Attached)
Current Plumbing Lic. # Exo. Date I hereby acknowledge that I have read this application, that the
Licenses 2 6—2 0 8 r'B 8/31/97 information given is correct, that I am the owner or authonzed agent of
COT Business Tax or Metro# Exp. Date the owner. and that plans submitted are in compliance with Oregon
l`_ 96-4281 12/9 State laws
Name Si Lure f 0 /A lr
ARNrR ELECTRIC �� ` 1
Electrical f� _ 9
J
Sub- Mailing Address ni4G e/, am )! f hD{tt J 1
Contractor l ] 785 SW TV Highway FOR OFFICE USE ONLY:
LLt City/State Zip Prcne Plat# Map/TL#:
Aloha , OR 97006 591-1320 ���� IX
„ c p�
Oregon Cont. Cont Board Lic# Exp. Date ! 'K ' 1-J 1 C J U� I�'a 1, .�
Attach Copy of t) ) y _ Setbacks Zone: Solar
Current Electrical Lic.# Exp. Date _ T)
Licenses 3 4-3 0 5 Cl-
COT 0—iness Tax or Metro# Exp Date Engineeri Ap roval: Planning Approval: TIF:
stsVnstapp.doc
rl0:1 lle&tta.d 07) lob"tefI&A 4
Permit # Account Description Amount Amt. Pd. Bal. Due
rt' i 7-epi MST. Permit (BUILD) '51) S#U =
Plumb. Permit 'PLUMB) 1 ZS,
Mech. Permit (MECH) 5 ' ,_ v
ELC/ELR Permit (ELPRMT)
State Tax (TAX) S 1, 1 r S/,
Bldg:
Plumb:
Mech:
ELC/ELR:
Plan Check .�
MST: (BUPPLN) 3SI, 3� `-�%` � ����, ✓
Plumb: (PLMPLN)
Mech: (MECPLN)
CDC Review (LANDUS U. ��_ / •
Sewer Connection (SWrJSA) �7 Z SOU,
Sewer Inspection (SWINSP) 3 v 3S v
Parks Dev Charge (PKSDC)
Residential TIF (TIF-R)
Mass Transit TIF (TIF-MT)
Water Quality (WQUAL)
a
Water Quantity (WQUANT) jy U, 1/V ,
Erosion Control Permit (ERPRMT) C/1 y '
Erosion Planck/USA (ERPLAN) „-'2z•. d-v, `
Erosion Planck/COT (EROSN) ;2,, �
Fire Life Safety (FLS)
TOTALS: 4iYrr „J_ ('=
OcIstslmstapp doc
Rev. 7/96 �� I
Solar Balance Point Standard Worksheet
7
� '
Z /'r-C'4/ Pt
.Address /� 1 < K1 /iC �Z'
Box A ca.!culations: North-South dimension for the lot. Box A:
This dimension is determined by finding the midpoint of the North lot line and drawing
an intersecting line perpendicular to that point.
First, determine which property line is the North lot line. The North lot line is the line
with the smallest angle from a line drawn east-west and intersecting the northern most
point of the lot.
450-1- _
1 �
OT ll+E t LOT
AN
North-South
Dimension for Lot:
Measure the distance from the midpoint of the North lot line to the South lot line along
the described line. U _ feet
t
NOan+SOUM OMFNSIONI `\
Rox B calculations: Shade point height for your residence. Box B:
1. Determine whether measurements will be based on the peak or ea,,e of your Which describes
structure. The orientation of the rid;e is also important.
your residence?
1,3: If the roof line runs North-South, measurements will � (circle one)
be based on the peak of the roof. FoojoT =t
1A 16 1C
1 b: If the roof line runs East-West and the roof pitch is
less than 5/12, measurements will be based on the
r—
eave.
SNeDf PCINI[AA
F--
1 c: If the roof line rims East-West and the roof pitch is
5/12 or steeper, measurements will be based on the
peak. %�W,F1WRIDGA
Box B. continued Box B:
2. Measure change in elevation from front property line to finished Floor elevation. If
the lot slopes up from the front lot line to the foundation, the figure is positive. If S ft
the lot slopes down from the front lot line to the foundation, the figure is negative. -
3. Measure distance from finished floor elevation to the affected peak/eave. + —I— ft
4. If the roof line runs North-South, deduct three feet. If the roof line runs East-West, - — � ft
deduct nothing.
5. Subtract one foot for each foot of difference in elevation from the front property
line to the rear property lin,, if the lot slopes up from the front to the rear. If the
lot has no slope or slopes up from the rear to the front, deduct nothing. - ft
6. Total figure for box B: ft
Box C. Distance to the shade reduction line. Box C:
1. Measure the distance from the North property line to the foundation near the
affected peak/eave. -
2. Measure the distance from the foundatioii o the affected peak or eave. + /�� ft
3. Total figure for box C: / ft
It is most useful to draw a vertical line to represent the appropriate figure found in box "A"and a horizontal line to representt the
appropriate figure found in box "C".The intersection of the vertical and horizontal lines determines the value found in box"D". The value
in box "D"should be compared to the value in box "8"; if the value in box "8"is less than or equal to the value found in box "D", then
the building is in compliance with the solar balance code. If you have any questions, please contact us at 639-4171,004 or at the
Community Development Counter
MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet
Distance to North-south lot dimension(in feet)
shade 100+ 95 90 85 80 75 70 65 60 55 50 45 40
reduction line
from northern
lot line fin feet) _
70 40 40 40 41 42 43 44
65 38 38 38 39 40 41 42 43
60 36 36 36 37 38 39 40 41 4
55 34 34 34 35 36 37 38 39 43 41
50 32 32 32 33 34 35 36 37 33 39 40
45 30 30 30 31 32 33 34 35 35 37 38 39
a 40 28 28 28 29 30 31 32 33 34 3m 36 37 38
Cr 35 26 26 26 27 28 29 30 31 33 34 35 36
U-
cn 30 24 24 24 25 26 27 28 29 31 32 33 34
J 20 20 20 20 21 22 23 24 25 27 28 29 30
L, 15 18 18 18 19 20 21 22 23 25 26 27 28
w 10 16 16 16 17 18 19 20 21 23 24 25 26
—� i 14 14 14 15 16 /7 18 19 21 22 23 24 "—
Box D. Maximum allowed shade po;•-t height: —_ t_-� feet I
h:`docs\na ncy\ventura'\5olar.chp
Revised 2/26/96
i I
x'L O T PLAN
LOT *131, HUNTER'6 GLEN
j 12511 6W 115th AVENUE
MAP 1* 251031BD, TAX LOT 0 8100
N.E. 1/4 OF SECTION 3 T.25R.IU1 W.M.
CITY OF TIGARD
W,45441NGTON COUNTY, OREGON
LEGEND HOMES
6900 S.W. HAINES STREET TIGARD. OREGON
PLAZA 2, SUIT" 200 97223-2614
OFFICE (803) 64v-0060 FAX (503) 596-9900
21(4.0' 211.1'
- - 210 SQ'm' 6'CdO"W
210- 210.0' 60" ?!?
2111- — - — — -- — _ - _ 213
,d
215
V5_ 217
219
-220
216
i
WATER METER
W— ------ WATER LINEDIRT "1p %
SS— — —— SANITARY SEWER
FENCE LOr 36
SD—_ -- - -- SrcRM
— -- OF STREET i / 5,100 SQ. FT.
i
MANHOLE
BASIN L'OT 38 i /FUIINDSO0
CATCH 5
PROPOSED \ GARAGE FLR. 2151, \
vx STREET TREES 210
STREET LIGHTZl� � �\
FIRE N'rDRAPIT
—
?
ct - --- ----�- - --
N 118.3' 1I9�5'
8' PUBLIC
.. + ,'�•I S2O'46' I0"L� -EASMENT
_j �fi — \ SIDEWALK
i
2
19.0 CURB
\ 3.02%
115th AVE:
.1,9
OCT OSI 196 O1=58PM TPI",-44AY, :NC. C. P.2%9
f3
FY
2ti eYL n�
r = JET
-e xs
n. -- - 7tZ
G.r.
lo
1
7-
I
�9A+� /Tun.tl
dl_. v
a
rt
N
F-
J
U3
W
J
CAUSA561 95341014 W
Q g d111�11�1�1 anj
uI =
' ' N,�Ot7� � 0 0 0 8 N p Q`•
ca t7
m ama �" E w rr �T� o a, cu N(
_ � � v nl a
r2 NN WU. �
1� (n C9 C-1 < d w'� C �1 st w C (17 ^ U I
�• 1t? W
—(r to h j n 1 W (= U (�7 W Z
N S Ll m Q < r-W w < c -J U
<. i x t qy,��Zp t l W c� W W
C to p 2 U1 Y W a i ! �[ U W T. < -C 4
b- N S 1Le= W� tj `iu1 � z� ¢ Alo ti n O.
r Q _ qQ N in to cn
� W�� eJ.U ■ X P a J J .�+ 1f1 rJ 11 d. 0. Z
W3 map Y J�4� ZQ W
r� a � f�Gd ► . '� O = In to O cu
Z e ft <7 N � 1rt N uWmu F- �1 tai r�� q e �'j'�j s '.1 - N Q I
o IS
-tip- pp e w x C* }I 9 m 6
'.. m Q _ �" (ya�y,h�U I S=♦uJ u 1[7 (� a u Iy Y
Q ti w 9-3-W :P-(n 31
N N f! G r r W Q <C Lair
gm 7 O )--C W —
D m n �' Lu m a>.:3-
V U O t f•• N I M1 I p �a� ? rr U
to=m �Q raj p x w ~
rn a v4r u,(a b.- O IL r cv�%`w u CL .: I A
o 0 0 �aOS
�
Z Y H W 41= p =i•- X K
Q c7 WWOP- O ;nLLs ^�O Y{a
Q.-u u y e,— CD
m s tea. U�=s V [►1 �LZ���S�y��
m m .s -
`a NT I- m 7t �sg5:sa ((t
W .a
U.
a to I C j� ;
J �� � �� Z I�•��ia2dh
W U y
O ` q
= or=rc t+l r
aj LO
wI`LDv w1L
< Inca
ZIAYx
d G LY LL` W w
W e to�-t!!77 Q
V •L W O O Z W
?(�+ 'a =x AM 1 WS h•- W q.'•
II o a asyi
a s.u`ti ~ d�l"t l-W w ¢ wm cm nl U3
N -4%-U tw Inu<¢ MO o Z m N N . m x�
LL<mm .<cl u o W C.7 I m
LJ tll m rn O v )�=
., ¢u#rr ci z C U 73 u Ili r�� ? ,a N - _^.
J <az Z c� j X X f { + �1 I. i
r i z en rj rn.. ul
m ^' aW jx 6u U- o w _ 1
c� -j xxxxx s AN < w -=
W N CL
ti N N N ni a'1 2 4 a,(A Y
T
•J Z ►2 Q ?' to tDC71 --rw� r. (� CL
NWW rf=J-- OI U U.. �.
z faLD,� r
;y r7q O O to .- . m < -
L•J �i.l K? •1 W y•-W ti LLJ I,JL/ Lu Ljj
a J U
oC r.- ► pu.t22
OCT 04 " f; 02=00PM TRI_IS-MIRY, INC.
5E' of "-S fes:JJPM IaLPINE ENGINEERING S(4--To
CAUSR55J 95243019 v T
W Ln 1 40 .
71� t r 9 9 9 tOn Lo p p 1
_ z
R7W vt = a f] O co CO r- N 0
¢ as Wj LL' w r N w LO C) z? L u
m G U yOIa-
_j
N N N
a a a a
rn w x«• m
ul as W SE a � _
n h 3c 1— a+ Q �� ' x
M (A W moo � Air-- � � U t. �
N 0. mC79.-
►- SI X z _a J "
C O O ^ W J7C G `^ �i�. m laff
t7 3]
.moi w PI
N � U a 6 II
4 N C7 8J��
��77 g
am m � w
i
J Cyy7W�1tO4.0. w
- N CJ U 'i ;;— t I
STT 4 / 1 • n
L ,CiJ1
JJ 14.
lie & V ���� 7 O
cu
CL �W X �Sg3^.•� ' e r
x X W
$ r ¢ f
uj
*� ,a�
CL Q IA ru c-1 4dY�-as- �
�1 lt7 tX*f y cc Zia
_CL i �1 �Y "s
� r 4 � \ ' �' - �S• 'x d
Zi 11
uj CM
u - ]C
z m rr m y
a u w ;
C3(n !1 Q ! I
� O �Xirl . 3"
-i¢ ry
uj
Ir IT -31
~ aaVt t~/1 En u O I • f
CA: ZJ� R ti � o x
cn S C3 O sD ` Ia _7• ,i�
cr tL m t4j O Y toLi
tri
�•-+ X 2 � N t U1 X ---
o- i, l. ,, JQo
«� m uyiu. a w
C7 V C V ►-C1 W 1. J L
z U1 m d .r
Q 1/1 W W Q • 3 J CZ Q
En 2 Z O U Qt
W yyJ,� Qtu
H
y.� a J
M I J CJ J LLl J f�w M M at ii
Cu;T Od '96 G).-:F OPM TP.l1S-LIAY', INC. P ,.?
SEP O1 '95 05'dOPM PkPIN- ENGINEER ING SPCTO P.79"a-
w to W �J
7 v
LO
�
r � v`� ' 4`
e. r o F u� o
CA
J06 Lo al IC3
r U-) Cl Y * V
r ! i�Li ,� Q w S
-� U
m Q a �� - ` W Lo ILI /-- w
Q
W ,
F 1f b W m a ►`
n 4
y C2
J o Q I I in CD
G CS n A to
to > > w IC1t� p N
w U rD Q r w r- LAI .� 4 N h•
L9tu t
X n r� O X I I J ..� q U
I
1
a
� � � Z r17
N to fn _ �1
a rD to � � w
M M tj
tv �• � tv I I 'b
W ,� > ✓ I I
Lca
LU Ln
J X to
K WCC 46
uj
ED
L^ I uas -zy5
� W
o L' r.
¢ry d �Yrs" !a
8� LLO
a ` � �*w-£i ��a Q
IN A
.rri,a w—uj Ir
LL m
.ten RW o, �
Ln
nUdi
ZZX
f � 7 � saCC� Ott3
92 07 In \ 1tr
w
-J cVNN �J� aJ N � Imo` M ? u
Li SyJ,
}� to o I a
In
¢ ¢ Q
O w oiI--�u, ��--m
�Ip. 21D
J
�;)CT 04 196 02:01PM TF.US-4•1111", IN1', P.G."?_
SFP 01 '95 05:43PM PLPINE ENGINEERING SPCTO 1-fin
C�U5A361 96a�3032 �._ ���ILL�I��DWi o o tv
�` )J • r999 cam ~ n 'moo
N C-' I
m I ` 'ru "I co
1. w
J� Syi r to M = 1- O
ut WI to OC-A Y r U
u U 0.1. t. O Q yt,� �' r`
r CO V- a V ui
LLui
I(�,[;
N
�Z4 (r N IL
U tL7 LL• .L t j y W
ar-p t, a a M a 'o
^- OOQ O • � � Oo00LL1 1
r` O of
u I � w
, m "14 ¢ -
n• •1
u "
t- ~� _ r1` 1 X I ¢¢ `s
O / I W �J J U 0 J 2
0a 0 W Qf m I O '- .- rD F- d in
N N tl
Ut4 �
m t'10 /
00 tyt !
Z.
Qf Of WrlU4.
11 h =N t O 1 m N i � •
Cl 0 1W,4 ���tCA d \ i I X
t Q U
a0� \ 1 �I ♦�3 "l
In 1 ,
v to �� d
t CIC. W
x x tntsaw
"% -CL
q t`�
U3 ul
CP
L) �'•� _
u=i u ` I ( l �ylix�3o3s
toco
ot
w 117
W u W LL• Q _ I �dIt uII
Uz IC
uj
ZCL
t- 0 W I , I to : 11� i-Li
LU
m NE
v J (yoWyc ..r� ! I t� did?:n •'`
4 ! i Ail
x m z y
V) ¢ T w coo o u, .,_
{yxj t i Z c.2 O y
.r I
LL .ti N w
Cl)
to
m mLj
:1U �JJ1' � uv 0
x r
w t, W [*) J Q 1)(
if -W to a : I-o I- ii a
LJJ 75.x Z < < W
xN �
J CU r%j I t W JCP J
i n t- a
r_.r.r
Cu:TTOh{ 1 bA02:020M TFLIS-44AY, =Ni,���Rl1Yt� SiX.iO P.7 '::•.5it
r�
i
CAIJSPSSJ 96018009Sa►� c tt
d
cv
.I I
of + C ^ 4Q2
Ju ul =
Q %aJ
oQ.
V a CL
cn
N ul m W; Q N
? In cu w ? w CU
z Q
o � r. •z � n <,z
J � }
H N
o40
crt rn u� O G] cn
Y
.1 V c N e�
" u N � ^ O q ,�} r ss �xr
�C C3 N
cj
1 m W WW
ful
� r m
a
W X cU C�� '•} - 94
39
fAJ
-
A C�11
N ¢W
<� n mcr
uaito WAS 1•
nve J R
CX1m G J¢
4b 4n Zuull 4 } 2 Q��f�i�� �
CL '•'� W S 3X}�ja 7a3�
~ SLCU hi
W cn ncc••
�-
F--
J
Ve i U Z
z S
r LL 'Nc�i
� W
ti RQQ ` (�
c� x x x C`¢7 .�; U
J J '
Qd N Q W ►' 1 .. �•-
r
ui
_ z
• I-ICT 0,1 '96 02=0-3PM TPIIS-idA'r', TNC. P.5
�'�,,' 'add♦ Ii�l�l(Il��ll ~
CAVSp36i 9335201e v o cu
Or
a 6 a I� o
us z in r. 3 r o a
LO tj
m ip aD d O~� �! W tZ z w
Z S < Q`` V W 'U W ,tJ
Za
p + Z Q 1L1 Z U. W U7 N
1� . aN a a
z O $$ a a 'r'3 to = 00ACL ic=! LO
L m Z K7 t•. a I
N M 7 JC \
2 1
Ul Sx W¢ u Q a e
w O W \
•' r N W C
ry ••� X Q Q J
M
.r n w CDU) w u v u o
rr O r r r O u1
ca
C 4 c 0< .9 ^ I �; @t M
>o v ,
cn ^ � `� K x
Op1 N
t
N hJ O Z mtaLo
r � ry
p O n C mJ~ I
ycu
Xy
w5
p O A. M
i aaD 1
K xLn
I
LL U.
' IllCL
■
s
7
p, -9
IA p �`� ..1 \ r1 1� 33. �
cr ,uj co Cc) W Zy�4a.tl�
ly 1J ZZF••22r
t
X ean LL! r
��i_•w Q \ / c s3�-a�6 '.� 1I
�.. 4► }+C W _
Z m= T �WaQ7�N ./ 1 �+ dsYtiaaS�>• +
Y lL
o Qt
AJ
aro a w.Iw Q
ulm \ � I S S N•
��ft a 67 � q
ZIL
W v sr-ufo QQ Z� 1 1 cap
..�� QQO0U W 111 PJ '.' * _
n ;1
..In a vtvt J"re
Fq-1¢�VII' Y41 LL
VdIL �y W to f-4
�. IT r� IJ 41GtQ yy�� aa
21c� O
f-ms 1 wry C1 ycr�a3_t1�7 -
.�
"jig CL
LU :c Lai
9K 11
P" IJ Q a
1 LLF•LnW 14 C7 ►-C (fJ�j
_j NNN .,1JN ! iJJN J 1i' t, Y II�7 N
<ll et ly r 0. a p c5 2 1 < U r�-1
r zm r, _jc 4 cz
am ..Q c s 1 n
OW 11 r1WZw u¢ u F-. U.co u •.
� N W i'i r W¢¢ upsw+ W�yy W w ti Z3 cY.� ►Qw- fi�� r� �7 �}v!�
� ~. Outi Getz t;m
�i-)L4r, 9NI833NI-:IN.1 3NId7,U WdSI L-10
Structural Calculations
For
Windsor "B" a@ Hunters Glen
Lot 37
(2 car)
(M'11sc. Framing, Footings & Partial Lateral)
Legend Homes
Tigard, OR
PROF�s�
�GINC
4V 14 395 r
J
QFL-G
22,
�. FROG
LIMITATIONS ' '
ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT.
DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY
RESPONSIBLE FOR ACCURACY OF SAME NO RESPONSIBILITY AND I OR
LIABILITY IS ASSUMED BY,OR IS TO BE ASSIGNED TO THE ENGINEER
FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS
April 7, 1997
JcL Number-499.1-96
� f
I
J
t
These Calculations Are Void If Seal And Signature Are Not Original
�D
w
MAIN OFFICE CENTRAL OREGON
6969 SW Hampton St 94 SE Wilson Suite 105
Tigard, Oregon 97223 Bend,Oregon 97702
503 624.7005 503.383 1828
AN
l-I'n T
�m■■ ■■■MEN
■■■ ■■■■■■
MEN ONES m
II
W
9
■■e■ - z
NONE 0
A
n •1 .� n .. � � I i — 1
r
J
c'
W
J
FROELICH CONSULTING ENGINEERS, INC
client: Legend Homes
project: Windsor'B'-2 car
project number: 499.0-96
date: October, 1996
by:CM
ET= I L LB + IM k = 1000•LB IN z .0833333•PT KSF = —K PSF = K`F
FT2 1000
DESIGN CRITERIA
DESIGN CODE: CURRENT CABO/UBC SBP : 1500 PSF(ASSUMED)
WIND DESIGN VELOCITY = 80PSF, EXPOSURE B SEISMIC ZONE : 3
ROOF DEAD LOAD RFR 2.PSF FRAMING
RPL 2 PSF PLYWOOD
RRF = 5 PSF ROOFING
RME = 2 PSF MECH & ELECT
PUN IS 0.5-PSF MISC
RCO - 2.5•PSF CEILING
RIN I PSF INSULATION
ROOF DEAD LOAD RDI. = RFR + RPL RRF RME + RNIS -. RCO RIN
RDL = 15•PSF
ROOF LIVE LOAD RLI. - 25 PSF
ROOF TnTAL LOAD RTI, - RUL + IZLt, RTI. =40•PSF
FLOOR DEAD LOAD
FFR .= 2.5•PSF FRMG
FPL = 4•PSF PLYWOOD + UNDERLA.YMNT
FME = 2.5 PSF MECH + ELECT
a
FNIS = 1.5 PSI' MISC
FIN = 2.5 PSF INSULATION FINISH
-� FLOOR DEAD LOAD FDL - FFR + FPL, + FMC: + FMS + FIN
D4
FDL = 13-PSF
J
FLOOR LIVE LOAD FLL = 40 PSP
r=LOOP, TOTAL LOAD FM - FIA, F I•'LL FTI. =53 PSF
FROELICH CONSUL WING ENGINEERS, INC llbo
client: Legend Homes
project: VVindsor'B'
project number: 499.0-96
date: October 1996
by: CM
ft = IL kips .= 1 M lb .= kips .001 ui .= .0833333 tt 0. kips•tt
kips kips kips lb lb lb lb
klf — ksi — ksf ' psi .= psf --- plf — pcf _ —
ft int ft` in` ft2 ti 03
Snow Drifting I Sliding: [ Per UBC Appendix 23 1
ground snow load Pg 25•psf
exposure factor C e 0.7 Importance Factor 1 = 1.0
Roof Snow Load P f = C e P 1 P f= 17.5•pet'
D = 0.13•ft-t•P 9+ 14.0 pct' 1> = 17.25•pcf snow density (=<35 pcf)
W h - 50-ft upper roof dimension-(min)
Drifting Snow:
1
t 11�
It(I = j0.43.(Wb•tt'ij3•j (Pg . 10•pst�� - I ft hd -2•ti drift height
l t
Y
h b = f D h b l.b 0 snow base height fir 0 n roof height(lower to upper level)
hr - hb
— =0.11 < 0.2 , therefor drlfting need not be considered
`hb
rr
N
r
J
n
W
J
s n
' N I
I i
6.10
d
,•� ? .,� _ �t . .G, ot d BEAM!.K
Ab _ _ OiRCER 7 91
At
I I -
tMnbPD BREAD tllLCW�• .�.,•. ,
• % JAS
I•r �_- zz_--- � .
•_.�.y♦.�a� 1
1: --►RAS"'[OVER AT I, I
DwAOEO AREA♦
w J,r.n JJ•oE �
1p
v I .
s I rr—
r �
2 1 Wt L
t i
•J �
r �
N
LZROOr- FRAMING PLAN
-•�"•Rer,ECCE tin'.L 1.6--.a
=D SLKO.A-RICCE
Q -'•+!fE ROC.
H 4.7•.D-� �`
C[
�,,. .- '�^.Ula '�:•JET.•.!1•eE
H�
I•--1
I.0
1-U
J
n 6761)SW I lampron Street CLIC-NT Lee ,�oweg PAGE g/
1 Tigirn,Or✓_qon 97223
FAX 503 700 9770 PROJ[:CT
503 624 7005
94 SE Wilson•Suite 105 PROJECT'NUMBED /-
Bend,Oregon 97702
FAX 541 383 7696 DAT
1 541 393 1828 �L car
• BY: GM
11(OOh �(Ll1nl1 VAGI
15P5(-
LL
GTL L=4' 5' = 75��
(.7724
� 2car
Lm I 0
w'- ' I �•I "nom• P-_ L
1
GT z L= z4 wDL= Tpir 4'7�= I Ib
e 3�f
22 50 to
Cr
i
GT3 viol-
64,
iol512L
w 1
J J
1
[� 6'7017 SW Hdlnntnn Strv_v_t CLIEN f- . , �
1 Tiydrd,Ogn
ry" r972:3 E
`
FAX 503 t;'24 9779
1 , 503 624 7005 PROJHC'T
' n 94 SE Wilson•Suite 105 PROJECT NUMBER
Bend,Oregon 97702
FAX •�I.d83 7696
1 5.1 1 383 1828 DATE: (Li l IcIaI/_
■ BY: G� w
� +o4 Fram�Vvll
'ftMI e L1vi'n�'Zj oow�
2•Z�k 15.5
NSP,4 loolb
Q •5% �G0p�1d 0�,�
;5y4
61 u� �{�12 bF'r o 10
7
16L -
1,5Z�
a
CC Tifo.1tr _
C7 l
W 1
J
WOOdWOrkS - SOFTWARE FOR WOOD DESIGN
File Name: RBMl Woodworks 1.0d 27 Sep,1996 15:37
COMPANY I PROJECT
Froelich Consulting Engineers I Legend Homes
6969 S.W. Hampton St I Winsor 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
Fax: Fax: 624-9770 1 RBM1
DESIGN CHECK
DESIGN DATA:
code: NDS-1991 f
type: Beam
database: Custom
material: Glulam Simple
Bottom= @Supports
lateral support: Top- Full i,
total length: 15.50 (ft) ;I
INPUT LOADS: (force-kips, pressure=psf, udl-plf, location-ft)
1
Load I Distribute I Type I Magn,zude I Location I Pattern
1 Start End I Start End I Load
-
----I------- -------- --- -----------I----------
-------I--------
No
1 Fuil UDL Dead 10: .0C No
2 r-ull IIDL Snow 175.00
.:elf-weightautomatically included.
♦.R.f{y+a#####f1•f+####*f1##############ff#####�#•t•R##{#####f##Y*•�#*##{{##?:.
DESI'Y"; SECTION; ZiG +fester% DF, :.4F-V4, 3.125x10.5 a 7.794 plf
t{##ffff{{f{f{###♦#•I,##{f####�:######7f#{############4#########'!######{f#f
MAXII4DI REACTIONS and BEARIN, LENGTHS (force-kips, .l E_ 3th-in)
" I 15.5 ft I
---------- I
I
-----------I------------------
Reaction
-------------.._--Reaction 1 2.23 4.�3
B.Lenuth I
SECTION vs. DESIGN CODE (stress-psi, deflection=in)
Criteria r I Analysis Value I Design Value I Analysis/Design I f
--------I
---I ----------------I----------------I--------�'- 0.98
Shear fv @d 90 Fv,
Bending(+) fb - 1806 Fb, - 2760 fb/Fb' - 0.650.81
Live Defl'n 0.42 � L/444 0.52 - L/360 0 39
Total Z)efl'n 0.69 - L/270 0.77 - L/240
�+ Bending( ) : CCit.LCA- 2 CD- 1.15 CL- 1.00 CV- 1.00(KL-1)
CA:
Shear Crit.LCI- 2 CD- 1.15 V@d- 1.98
N Deflection: Cri'..LC/- 2
>_ Total Deflection - 1.00(Defln_dead) + Defln_Live.
H
r DESIGN NOTES: f
m 1. Please verify that the default deflection limits are appropriar.e
►-� for your application.
.3L'J;..r1M: bad - actual breadth x actual depth.
W - to the p:evisi:ns
-j 3. Giulam Beams shall be laterally supported according
t
,f ,IDS Clause 3.3.3.
1
• �30
WoodWorks - sOFTWARE FOR WOOD DEMON
File Name: HDR1 Woodworks 1.0d 27 Sep,1996 16:25
COMPANY I PROJECT
Froelich Consulting Engineers I Legend Homes
6969 S.W. Hampton St I Winsor 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
Fax: Fax: 624-9770 1 HDR1
DESIGN CHECK
DESIGN DATA:
code: NUS-1Q91
type: Beam
database: Custom
material: Timber-soft
lateral supporr: Top- Full Bottom- @Supports
total length: 6.00 (ft)
INPUT LOADS: (force-=kips, pre.,sur.e=psf, udl=plf, location-ft)
Load I Distribute I Type I Magnitude I Loc3Iian i Pattarn
I I I Start End I Star, End I Load
-
----I------------I-------- ------ -- --------- --------
I Full UDL Dead 30.00 No
2 Full UDL Snow 50.00 No
3 P%.int Dead 0.90 0.50' No
4 Point Snow 1.50 0.50
Eelf-weight automatically included.
CUSTOM SIZE
DESIGN SECTION: D.Fir-L, No.2, 4x11.5 @12.778 plf
++{f#')#Y#•et#!'�#.t{—+!ff+•+xYi!rt*#f4•I•.'+###t*{#+#{•!#•�•!*#*►*+++..4•}�+M#{►#1t#
MAXIMUM REACTIONS and BEARING LENGTHS (force-kips, length-in)
I I
----------I------------•------I
Reaction 1 2.48 0.48
B.Length 1 1.0 1.0
SECTION vs. DESIGN CODE (stress-psi, deflection-in)
Criteria I Analysis Value I Design Value I Analysis/Design I
--------------i----------------I----------------I------------------I
Shear fv @d - 11 Ev' - 98 :v,Fv' - 3.11
3enitngt-i fb - 167 Fb' - 11.07 fb/Fb' - 0.15
Live Defl'n 0.01 - <L/999 0.20 - L/360 0.03
CL Total Defl'n 0.01 - <L;999 0.30 - L/240 0.U4
N Bending(+) : Crit.LCt= 2 CD= 1.15 CL= 1.00
Fr- Shear CrIt.LC#= rD= 1.15 7@d- 0.3.1
.� Deflection: Crit.LCI- 2
-� Tot91 Defliction - 1.30(Defln dead) + Defln Live.
ch DESIGN NOTES:
Ui 1. rlease ver.tfy that :he default deflection 1.tmits are appropriate
for your application,
2. Sawn lumber 'cend!ng members chail ce iaterally supported according to
the provisions of NDS clause 4.4.1.
WoodWorks - SOFTWARE FOR WOOD DESIGN X�o
File Name: HDRI Woodworks 1.0d 27 Sep,1996 16:31
COMPANY I PROJECT
Froelich Consulting Engineers I Legend Homes
6969 S.W. Hampton St I Winsor 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
Fax: Fax: 624-9770 1 HDR2
DESIGN CHECK
DESIGN DATA:
code: NDS-1991
type: Beam
database: Cust3m
material: Glulam Simple
lateral support: Top= Full Bottom- @Supports
total length: 10.50 Ift]
INPUT LOADS: (force-kips, pressure-psf, udl-p.lf, location-It)
Load I Distribute I Type I Magn rude I Location 1 Pattern
i i I Start :nd I Start End I Load
-
-- ------------I--------I----------- -----I------------------i--------
Part'.1 UDL Dead 30.00 30.00 0.00 6.50 No
Part'l UDL Snow 50.00 50.00 0,00 6.50 No
3 Point Dead 0.90 6.50 No
I Point Snow 1.511 6.50 No
Part'l 'UDL "Dead 136.uC - S.JO 6.50 10.50 No
6 Part'l UDL Snow 175.00 1.75.01) 6.5% 10.50 No
Self-weight automatically included.
*******f+******k********+*+****tk.*r.**'4*•4***k#k***#*++*4************#**
DESIGN SECTION: VG Western Dr', 24F-V4, 3.12599 @ 6.6c-0 plf
##***************!*+***+***+**k*********4*****-k#****'4***k'k++*r 4***+++i♦R
MAXIMUM REACTIONS and BEARING LENGTHS force-kips, l-Pngth=in)
1 10.5 ft I
I -------=- I
I 1
----------I----- --I
Reaction I 1.52 2.59
B.Length 1 1.0 1.3
SECTION vs. DESIGN CODE (stress-psi, deflection-in)
Criteria I Analysis Value I Design Value I Analysis/Design I
--------------I---------------- --------- -- ------ - -
Shear fv @d - 123 Fv' 190 fv,'F,I' - 0.65
Bending(+) fb - 2293 Fb' _ 2760 fb/Fb' = 0.33
M. Live Defl'n 0.24 - L/524 0.35 - L/360 0.69
k.. Total Defl'n 0.39 - L/323 0.52 L/240 0.74
cc
v7
�. 3endin9;+) . Crit.LCM- 2 CD- 1..5 :L- 1.110 _V= !.O1,nL i1
�- Shear : Crit.LCO- 2 CD- 1.15 V@d= 2.31
Deflection: Crit.LC!I- 2
Total Deflection „ 1.00(0efln_dead) Defln_:.i•,e.
LO
k-1
W
1.'1E8!GN NOTES•
-� 1. Please verify that the default deflection .limits are
for vout aonlication.
2. ..ILULAM: brei - actual breadth x actual depth.
Gl ul.im Beams shalt be laterally supported according to the provisions
of NDS :;Iause 3.3.3.
R 4
K •t
1:BL 7.1°It"JVS. 1
_ - 1
10
t1 .q � 1
Y 1 % TOP-B
MJ.LIJlCq TC"LL Cr 111E 1111"AQurti
1 _ LL"ere nEl.r°61W.-
-7 Z
,v.a-7Z Z;r=- -r Z"`•'-__,. «"/.• 6uEAIi WALL
-"TO TO
EIV / -S'•^^`•9.060 A+
•t^t Ed 8�Gf 1::,, ,1' S,y+O•CR S
•EAR WALL AeC.! Y
`C O eENO - « a t 17 or __ 1
° I...
J 1 9 g� y
a
fN 2L12 7 STAIR 8T11>4ER6 - -
Y Y
., a !
�Sd MSTio AT DOL. II Es
fE AQ
r I 111111 y
I' -
:..° ----`. TRUSS MAMA.•D
A� ce x d!
I
Y i
SEGONQ--FLOOR FRAMIN(3 PLAN
I.O.
IZ
ti
r
c.�
U
(� 69011 SW Hampton Street CLIENTPAC,f; I�/
Tigard,Oregon 9721.3 r V1
0
frL(503 624 97701
r , 503 624 7005 PROJECT
❑ 94 SE Wilson•Sude 105 PROJECT NUMBER
Bend,0rv_3on 97702
5413831 541 82B769G DATE: 0,,t
■ BY: C M
Hoop, ryav ivA
INS,r t 25112'
r91, Q Z 544 0L
�! w�, 1,:4� 'l'2�1�` 3,sr W
f l �r �--w ��=C3 r�
�
�•8?� for 2,zb14- �i�Xla ��� ihF Y4
w2. {
1.011`- 1
r�U ,
L4
IS 3 cA r rnL41
� e +
40D
a
Un
I
w
IN
m ❑ 6969 SW FWmptcii Street CLIENT
Tigard,Grv3rn 97223 ^
FA,(50:3 624 9110 ^
503 6'24 1005 PROJEC C
❑ 94 SE Wilson•Swte 105 PROJECT NUMBER:
Bend,Oregon 97702 i p
kk
FAX 541 383 769n DATE.
5.41 383 1828 : I q°I 1p
■ BY CM
FIw2 ;cra��� CCa�)
G Ni,,Py A
Z = 2 0001.
Aa
1210
l4-
�o�1► �zSv ib
• �S' p;t i 0 DL.�N,.I
r
J
C.7
W
—J
1
i3'�o
WOOdWOrkS - SOFTWARE FOR WOOD DESIGN
File Name: FBMI WoodWorks 1.0d 2 Oct. 1996 22:09
COMPANY I PROJECT
Froelich ConsultingEngineers I Legend Homes
6969 S.W. Hampton St I Wins-)r 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
Fax: Fax: 624-9770 1 FBMl
DESIGN CHECK
DESIGN DATA:
code: NDS-1191
type: Beam
database: Custom
material: Glulam Simple
lateral support: 7..p= Full Bottom= @Supports
total length: 10.00 (ft]
!,.PUT LOADS: (force=kips, pressure=psf, udl=plt, location=ft)
Load i Dtstribute I Type I Magnitude I Lccatlon I Fattern
I I I Start End I Start End I Load
-_---I ----- -- - -I--------I------------------I-----------------I-----_-_
1 cull UDL Dead 292.00 No
2 Part'.l JDL :;now 544.00 544.00 0.00 2.00 No
Point Snow 2.40 Z.00 'No
4 Point Dead 2.23 3.50 No
Self-weirht autcmaticaily .included.
••'##•fi#•f*#t•f#•1•♦i#######♦ef#4?#*S*T##Yf#fM*#f*#?*#♦Y*•t•!i t+•#*y#♦*#•#•tf'R#k•1't
DESIGN SECTION: VG Western DF, 24F-V4, 5.125x10.5 @12.782 plf
••*##***###4•!♦•t1 tRk•t*k#•#1ftx#t#*•#•##t�•f�#�1##4*4#A##4#t#k##i1hY#1*#+•.1•k•k4#*+1
MA:{!M(.M REACTIONS and BEARING LENGTHS (force-kips, length-in)
10.0 ft I
..........
----------I-----------------.. I
Reactior. 1 5.97 2.39
B.Length I 1.3 1.0
SECTION vs. DESI3N CODE (stress-psi, deflection-in)
Criteria I Analysis Value I Design Value I analys13/LeS1jn I
------------•-- ----------•- -----------
Shear fv @d - 143 Fv' - 190 fv/Fv' - 0.75
Bending(+) tb - 1575 Fb' - 2760 fb/Fb' - J.57
Live Defl'n 0.07 - <L/999 0.33 - 1,/360 0.20
7:-ta.l Def 1'n 0.22 - :.;'534 0.50 - L/240 0.45
H
rC4- Bending(,-) : Crit.LC1- 2 CD- 1.15 CL- 1.00 CV-
`n ^hear Crit.LCM- 2 �D- 1.15 Wd- 5.13
:c:r.LCp-
�,- "oral 2ef:ecttoni - i.00�Lefln_de�•11 + Defln_Live.
J
e _SIGN IJOIFS:
•rer:fy that the default deflecti::n lima`:: are appt•�p::3t
application.
2. GLULaM: bxd - actual b.eaath x actual depth.
3. Glulam Beams snail be laterally supported according to the provisi•--ns
f :me Clause 3.3. ,.
WOOdWOrkS - SOFTWARE: FOR WOOD DESIGN
File Name: FBM2 WoodWorks 1.Od 2 Oct-, 1996 23:34
COMPANI' �� I PROJECT
Froelich Consulting Engl.neers I Legend Homes
5969 S.W. Hampton St I Winsor 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
Fax: Fax: 624-9770 1 FB1,I2
DESIGN CHECK
DESIGN DATA:
code: NDS-1991
ty)e: Beam
database: Custom
material: l_:lulam simple
lateral support: Top= Full Bottom- @Supports
total length: 21.00 (ft)
INPUT LOADS: (force=kips, pressure-psf, udl-p1E, location-ft)
L.;ad i Distribute I Tie I Ma ni.tude I ..:cari.-.n 'Pattern
i i Start End I Start 7nd I Load
-----1------------ --------I------------------I -----------------1--------
i Full UDL -a.i 555.00 :Io
2 Part'l UDL Dead 480.00 480.00 8,00 16.J0 :10
r:-.1 .t Lead 2.-10 3.00 Vo
4 Point lead 1.0i 16.00 NO
cif--,refight aut:maticaily included.
. t+♦*e�+t•rlex•la+tt+{*+{##t{##+{t+t{fY•►+#Y#�ltY1+t#{+{+{#!{ti{+##++#+#{Y
LESIGN SECTION: VC Western DF, 24F-V4, 5.1::5x21 @25.563 plf
+Y##{++4#•!•r+++•r++�++++++#{t+i++++++Y#4{##++#•lv++t+++a++t++•t 11##{++4+#Y Y#
MMIMUM REACTIC,NS' and BEARING LENG MS (for,--e-kips, .1ength-in)
�i 21.0 ft I
---------- ------------------�
Reacti,:n i 9.47 ).97
B.Length 1 2.2 3.0
SEC72011 vs. DESIGN CODE stress-psi, deflection-irO
Criteria I Analysis Value I Design Value I Analysis/Design I
-----------•----I-----------------I----------------I--------------------
Shear
----- --------Shear fv @d - 119 Fv' - 1488 fv/6v' - 0.80
Bending(+) fb - 1909 Fb' - 2042 fb/Fb' - 0.33
Live Defl'n nertlig.ible
=e.1'.1 :.60` - L,'334 1.05 - L,"4:) 0.62
o.
a'
'r',t.L,C4- i CD- ).90 ^L- 1.0C C'd-- ..?5kKL-1i
•311?3r s Cri:.LC4m I D- 0.90 'Ad- 8.51
i!P.ti? iiIl: CrSt.LCo- 1
T,-.a., Deflection - 1.00(Lefln-dead' -4 Def-'n-
i.:v>>.
J
LESIGN NOTES:
c� 1. 111!a.;e ;er:ii that the default lefl.ecti,•n lLm.,,ts are appr:rr..:atE:
LU - ;ur app:.lcatior•.
J 2. :LULAM: bxd - actin., breadth x actual depth.
3. 41ulam Beams shall 4e laterally supported according to the pre:visi•:n_
ot: NL•S Clause 3.3.3.
• �530
Woodworks - SOFTWARE FOR WOOD DESIGN
File Name: FBM3 Woodworks 1.0d 2 Oct, 1996 22:23
-- COMPANY _ --I FROJECT�+
Froelich Consulting Engineers I Legend Homes
6969 S.W. Hampton St I Winsor 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
Fax: rax: 624--9170 1 FBM3
DESIGN CHECK _
DES1311 DATA:
code: NDS-1991
type: Beam
database: Custom
material: Multi-ply Lumb.
lateral support: Top= Full Bottom- @Supports
total length: 11.00 ift]
repetitive factor: a;-)plied where applicable.
INFUT i3OADS: (force-kips, pressure-psE, udl-plf, location-ft)
Lead I Distribute i Type I Magnitude I Location i Pattern
I I I Start End I Start End I Load
-----I------ - ---I ------ i-..__ ..-- - --
----------------- --------
1
1 Part'l UDL Dead 244.00 244.00 0.00 2.00 Nk:
2 Part'l UDL Snow 244.,)0 244.00 3.00 13 .00 No
3 Point. Sncw 0.40 2.50 No
4 Point Dead 4.40 No
5eif-we:,ghc aut matically included.
•##++•�#+t+�###•�•t#k#####•tr#.++######•�+#�#•�#e•r#t�+#•e...•k#e#sR.+.�.s+•est x..xe
DESIGN SECTION: D.Fir Nc.2, Z:-c10 --Flys @ 7.708 pif
ft*x+•r+##f•fx#•1##•f�•f•'•r+fy':.1f#1f#•est#1'hi1t.+if##*K•4#ff##ie#x•l ttt•x#++e'F#N?#ff
MAXIMUM REACTIONS and BEARING LENGTHS (force-kips, length-in)
1 11.0 ft i
Ix-sane-----
I
.-- ------I -----------------I
Reaction 1 1.00 1.10
B.Length 1 1.0 1.0
3ECTICN vs. DE 52 GN COLE Irtress-rsi, deflection-.in)
.:riceria i ,�na.lysis -laiue I Design Value I Analysis/Design i
-••------------I----------------I----------------I------------------
I
Shear fv ad - 45 FV' - 109 fv;Fv' - 0.4!
Bendingt+) fb - 60" Fl:,' - 1107 fbiFb' - 0.55
Live Defl'n 0.08 - <Li999 0.37 - L/360 C.22
a.
Total Defl'a 0.15 - L/357 0.55 - L1290 ..28
N Bending(+) ; Crit.LCO- ^- CD- 1.15 L- 1.00 Cr- 1.00
Smear Crit.LCO- 2 (.D- 1.15 V@d- 0.93
DAf.lecti.�n - 1.00(L'efln_dead1 + Lefln_Live.
14 _ I i ..,......
W 1. chase 'ver%t-j that ti.e efquir iefle' :: it 1--mit?. are aprr:priatp
air your application.
;:.-iwn lumber bending members snarl be leterally supported according to
- ie previsions of ND;: 'rause 4.4.1.
i.
?Ill-'r-UP BEAMS: it is assumed that each ply is a single continuous
member (that is, no butt joints are present) fastened tojacner•
iecurely at intervals not exceeding 4 times the depth and tbst
each ply is equally con-loaded. Where beams are side-loaded,
special fastening details may be required.
Woodworks - SOFTWARE FOR WOOD DESIGN 16/30
Fitt, ;lame: FI?M7. Woodworks 1.0d 2 Oct, 1996 22:31
COMPANY I PROJECT y
FroF::ch 'onsult.tng Ewlineers I Legend Homes
6969 O.W. Hampton St I Winsor 'B'
Phone: Phone: 624--7005 1 493.0-•96 and 199.0-96
Fax: Fax: 624-9770 i +-W2
cw
DESIGN CHECK y
DESIGN DATA:
code: NDS-1991
type: Beam
database: Custom
material: Glulam Simple
lateral support: Top- Full Bottom- @Supports
total length: 17.00 (ft)
INPUT :.CADS: (force-kips, pressure-psf, udl-plf, location-ft)
Load D: triL-ure i Type Magritude I Location I Pattern
I I Start: End I Start End I Load
----- -------------I--------I-----------------I-----------------I--------
1 Full UDL Dead 200.00 No
Self-.;ei.tizt automatically included.
rw+++-++++t#e#4+!•w++»+-+-r.t+�t�•.tt•rwttt4##rt�x rtt+c<.+tw#tt>tt txwt tw.w♦
ION: 'JG Western DF, 24F-V4, 3:125x1,).5 @ 7.794 plf
r�r•.. r+twfwf twwe•F##1•w#kwt##t#*#•.t#wwwTww###wt##ww##w#w###wiw4�4w#wlti#
:L4:CI:•'`•1 ;:Acri s and BEARING LENGTHS (force-kips, length-in)
17.0 ft i
---------- - - - - -- I
•.•s. DESIGN CODE (stress-pFi, deflection-in)
Cr:a r:a I Analysis Value I Dc-si!tn Value I Analysts/Design I
------------- I--------------- ------... ---- ... i------------------i
?heu_ fv @d - 7< F-r' = 148 °vlFv' n 0.19
Benc-na -1 fb - 1569 Fb' - 2160 fb/Fb' - 0.73
Liv :-�fl'n negligible
Tota: Ce-flln 0.72 - L/283 C. .5 - L/240 0.85
Crit.LCA- 1 !L.= 0.90 CL- 1.00 CV 1.00(KL-1)
CL Shea! Crit.LCI- 1 ,D- 0.90 V@d- 1.58
Crit.LCl- 1
Tot-. :.-':ecticn - 1.00(1,Pfln_ Defln_Live.
:r :. e3?Jverify that the do-fault deflection limits are appropriate
-' f• - ~ur application.
m - ^•1'. -:t: bxd - actual breadth x actual depth.
: _m Eeams shall be laterally supported accoriina to the provisions
W Iau3e . .3. .
_-.1
WoodWorks - SOFTWARE FOR WOOD DESIGN «�30
File. Name: FBM2 WoodWorks 1.0d Z Oct, 1996 22:38
COMPANY I PROJECT
Froelich Ccnsuitinq Engl-ieers I Legend Homes
5969 S.W. Hampton St I Winsor 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
F,a.x: Fax: 624-9770 1 GHLRIA
DESIGN CHECK
DESIGN DATA:
code: NDS-1991
type: Beam
database: Custom
material: Timber-soft
lateral support: Top- Full Bottom- @Supports
total length: 17.00 (ft]
INPUT LOADS: (forge-kips, pressure-psf, udl=plf, location=ft)
Load I Distribute I TvPe I Magnitude i Location i Pattern
i I i Start End I Start End i Lcad
-----I--------•----I--------I•-----------------I••----------------I--------
1 Full. UDL Dead 200.00 No
Self-weight automatically included.
#x•4####*xx#xxx**##++#e#**##ti###***##ax+rtx4+{#M{#♦#x4#xx4xx#x+xx�t+.•r+.♦
DESIGN SECTION: D.Fir-L, No. 1, c:;10 114.514 plf
fififi########*x4##!e#*#4*{##{##+*##+*##eA#+##{+k#T+t######xx#k4#!{!!+++te++♦
MU LMUM REACT70NS and BEARING LENGTHS (force-kips, length-in)
I I
----------i- ----------••-----I
Reacti,.n 1 1.32 i.32
B.Length 1 1.0 1.0
SECTION vs. DEIIGN CODE (stress=psi, cafie-t��n==ir,i
Criteria I Analysis Value I Desiun Value I Analysis/Design I
--------------I----------------I----------------1------------------
Shea r
-----------------Shear fv ?d = 47 Fv' •_ "r; fv;F•;' = 0.62
Bending(+) fu - 11114 Fu' - 1215 fbiFb' - 0.93
Live Defl'n iiegligible
Total Defl'n 0.64 - L/318 0.8" - L/240 0.75
Bending(-) : Crit.LCi- 1 CD- 0.90 CL- 1.00
Shear : Crit.LCA- 1 CD- 0.90 -Ad- 1.65
Deflection: Crit.LCl- 1
G Total Deflecri= - 1.00(Defln dead) + Defin Live.
> DESIGN NGTES:
�- 1. Please verify that the default deflection limits are apprcpr.ate
for your applicat .on.
2. Sawn lumber bending members shall be laterally supported according to
t the
provt€Cons of NDS Clause 4.4.1.
(3
w
J
vvoodWorkS - SOFTWARE FOR WOOD DESIGN
File Name: GHDR1B WoodWorks 1.0d 2 Oct.1996 22:4'
COMPANY I� PROJECT
Froelich Consulting Engineers I Legend Hames
5969 S.W. Hampton ou I Winsor. 'B'
Phor, Phone: X24-7ri;5 1 493.0-96 and 499.0-9c
Fax: Fax: 624-9770 1 GHDRIB
�4 DESIGN CHECK
DESIGN DATA:
code: NDS-1991
type: Beam
database: Custom
material: Timber-soft
lateral supp,,rt: Top- Full Bottom- @Support.:
total length: 17.00 [ft)
INPUT LOADS: (force-kips, pressure-psf, udl-plf, location-ft)
.oad i Distribute I Type I Magnitude I Location I Pattern
I I I Start End I Start End I Loau
---- i -------------I--------I-----------------I----------------- ---------
I Fart'l UDL Dead 80.00 80.00 0.00 6.00 No
Point Lead 1.21 n.4X No
Part'l UDL Dead 200.00 200.00 6.00 1 .0o iio
Self-weight automatically included.
ff•R+•RYy#*•R+lt+#!+{+•e# 1{*{ ##•R•R•R+
DESIGN SECTION: D.Fir-L, No. 1, ox12 017.569 plf
♦{##{#!*{*4{#!#{{f+{+f*+4'T++#4*!+t{Y+•.{t+*'R*Y*#Yff?f***f##•!4•f*{!Yt!{{#**
MAMMUM ?EACTIGNS and BEARING LENGTHS (force-kips, length-in)
1 17.0 ft I
Inerw,r-r--eR: I
( n 1
----------I .-.-------------..---
Reacti:n i 2.04
3.
SE"R'ICP7 vs. DESIGN CODE (ztress-psi, deflection-in)
Criteria ( Analysis Value I Design Value I Analysis/Design I
--------------I-----------------I-----------------i------------------i
Shear fv @d - 46 F•✓' - 76 fv/Fv' - 0.60
Bendina(+) fb - 1051 fib' = 1215 fb/Fb' - 0.36
Live Da'_1'n negligible
Total Lefl'n ).43 - L/424 0.35 - L/24,; 0.57
ti Bending(+) : Crit.LCt- 1 CD- 0.90 CL- 1.00
N Shear Crit.LCM- 1 CD- 0.90 Y@d- 1.95
Deflection: Crit.Lcf- 1
Total Deflection - 1.00(Defin dead) + Defin L ve.
�'E32'3N NOTES:
1. Please veriflr that the :Jefau.lt .'eflecr.i.>r limita are appropriate
w j)ur app,i,:ati::n.
as.r lumber 'cendinq ramLers aha,i ;:e :ateLaily ;supported accordii.g to
:�� cs✓iston-
NE3. -lause 4.4.1.
VYOC7dWorKy - SOFTWARE FOR WOOD DESIGN
File Name: GHDR2 Woodworks 1.0d 2 Gct, 1996 22:44
---
COMPANY ��—� PROJECT
Froelich Consulting Engineers I Legend Homes
6969 S.W. Hampton St I Winsor 'B'
Phone: Phone: 624-7005 1 493.0-96 and 499.0-96
Fax 'rax: 624-3770 1 GHDRJF
DESIGN CHECK
1,nSIGN DATA:
code: NDS-1991
type: Beam
database: Custom
material: Timber-soft
lateral support: Top- Full Bottom= @Supports
total length: 8.50 (ft)
INPUT' LOADS: (force-kips, pressure-psf, udl-plf, location-ft)
:.Sad I Distribute 1 T7Fe Ma-7n i.tude I Location I Pattern
I I i Start End I Start End I Load
-
----I-----------•.I--------I------ -----------I--- -------- - --I--------
1 Part'l UDL Dead 80.00 80.00 0.110 7.00 No
2 Point Dead i.35 7.00 No
3 Point Snow 2.25 0C No
Self-weight automatically included.
r*+•rr**a**#1*t+**4**t#• <T••s.F*#fi?..tr+*���rtt•..xt.s+tf•'�t.r.<f��•*+t>++�
LE-7:,31, SECTION., D.Fir. No. 1, 6x10 @14.514 plf
!Y•.###*1�4t####4•1r**•kQ!•kf**1*U{##*i#**41****##***!h##•4•k###.�+##*1•f*#•f##i•f•A
RZAC7I014S and BEA;.ING LENGTHS (force-kips, length-in)
1 8.5 ft I
I .nrsnm-r,swtl I
---------- ------------- I
:ceaai n i.03 3.25
B.Length i 1.0 1.0
SECTION vs. CESIGN CODE (stress-psi, deflection-in)
- r:teria Anaiyz-,7 '-'aiue I Desiqn Value I AnaiyaisiEesign 1
--- ----- I----------------i----------------I------------------
I
shear f•✓ @d - 'd0 Fv' - 98 fv,'Fv' - 0.92
Bending(+) fb - 706 Fb' - 1552 fb/Tb' - 0.45
Li-ie -Jefi'n 0.04 - <L/999 0.28 - L/360 0.14
,-atal Def.l'n 0.08 - cL/999 0.42 - L,'240 0.19
Cric.LC#- ? CD- 1.13 CL= 1.60
cn Shear cr.it.LCt- 2 CO- 1.:15 V@,1- 3.15
> Deflection: Crit.LC#- 2
T:t.al `elle-_-ticn = 1.00(:efln dead) Defln Live.
`E."=;1 om.'3:
:taase v8ri.fy chat the default defle:-tion limits ate appr..priate
W yctll Application.
-� a%m lumber bending members shall be laterally 3upp.rted acc'rdina
::he pr.visions of NDS Clause •4.4.1.
FROELICH CONSULTING ENGINEERS, INC
client: Legend Homes
project: Windsor B
project number: 493.0-96/499.0-96
date: October, 1996
by:CM
kips z 11M lb .- kips-.001 kft = kips•ft pif _ b
ft
kips kips ib lb lb 1
ksi ksf.- --- psi _ — pcf.- — psf._ —
in2 ft int ft; ft`
FOUNDATION DESIGN - FOR 1500 PSF ALLOWABLE SOIL BEARING PRESSURE
CAPACITY OF TYPE AND SIZES
CONTINUOUS FOOTINGS
16" CONT. FTG. 1500•psf 16 in = 2000•pif
18" CONT. FTG. 1500 psf.18.in = 2350-pif
SQUARE FOOTINGS
30" x 24" 1500 psf(30•ni•24,in) = 500•lb
3G" x 36" 1500 psf(36,ui 26 in) = 13500•lb
o.
ROUND FOOTINGS
Ln
r
13" dia. 1500 psf-,c (Q.ui) - 2651 •Ib
24" d1a 1500psf;r 112.41), = 4-12.11.)
w
J
z►fes
FROELICH CONSULTING ENGINEERS, INC
client: Legend Homes
project: Windsor B
project number: 493.0-96/499.0-96
date: October, 1996
by:CM
B = 2D
Capacity of continuous foundation wall - Allowed
For a Typ. 26" depth P allowed - 1500•psf(16•in ('26.in) 2 P,-Wowed - 866-1 -Ili
and 16"wide
For a Typ. 20" depth P al.h,wecl 1500 psf l 16 in) (20-in).2 P•1Ilow(!l " 'Sf fi"'lb
and 16"wide
a
r—
J
L
t�
W
�J
I
' a7
I '
Tref--. � ''--- -•-T'-- .---- - ----••---- - ---- r----- ------ --1-=- ,• I
�r-
I 11
I I T\�/ 1`�S T-� V _T�`v" \�/ I` rr T" / I I ___--•��_I
I I � � �I I I M �•I a ��
,
if
Ae
Ly
aater
�1.e+ I I e I I
..a"ec-6, vI 1
I � I
IA .aoere I 1 a1 3 yr cla cc..c. I I
fJ.e At SPL C:E8 I I _ GILLED S'L."CL�duL':' I I
SD'dD-N -16,CCNC
6TL "CLLARC
4 ore 1
I c+C6 Sudo 9e Mrd:Leo 1 I
XT R4StetilC AS^ER I
I I I ns.•„R a "'WLC••P.6
Cd"
SEE C e:c.I•r•'ee. I I
_.•-•-( I I I I I 7.C1:c'e AJ.0 n,.es LCCd•FC
I I I •.•C-CNCI'CtieC 6-4t:Ee S—L-
i t I I .:crR!'L' ti"LES 5!•[GNp �
I I el-L['ESPEc'w£L-
A2
I I I I S II
°i r_ ccMc neec Fey e,.eer 1 1
O"LdeC^'^cC'EC I II I
,RLL_.J
I I I I 1
cS�
I
1 I I 1 I
-
"----- ------ -----jL-
---------------- _
\CrE
r+.Tga,CtCMe•�E llii:AND LC-,I 7IC\e
vR df11•"LCQ'.V'e L 6LeEv"- PIIICR
TO rCNEIN[RCNCdT,CN34.01 .
—�-�
i
!e'.a
n.
FOUNDATION PLAN
47 I/a'.1'•m'
J
CD
W
J
FROELICH CONSULTING ENGINEERS, INC 230
client: Legend Homes
project: Windsor 'B' (2 car)
project number: 499.0-96
date: October, 1996
by:CM
kips .= 1 M Ib = kips-.001 kft = kips•ft plf = b
ft
kaikips ksf _ —kips psi _ pcf psf lb lb 1b
._ ---- . : -- := — .= --
i12 ft2 int f13 ft2
LATERAL WIND: 80 mph exposure B 1 s = 16.4.psf I = I
P =Ce Cq qs I windward C qw - .8
leeward C�� _ .5 C tot
- Cqw l� c' 1
windward leeward Total
v' e = .5� i' = C e q s 1 P C qw q1 3.13•psf RC ql =S.OR paf P C tot - 13.22•pyf
15' - 20' C e .6" 1, r e q s 1 P C qw =8.79•psf P.C ql =5.49•psf P C tot = 14.23•psf
20' - 25' C e 72 P = C e q s•I P.C qw. —9.45•psf 1 C ql —5
59 psf P.t�tot= 15.35•psf
25' - 30' Ce = .76 P = C e'q s I P C qw= ).97•psf P.C ql =6.23•psf P•C tot= 16.3•psf
d
SEISMIC. Zone 3
cc.
7. = C = 2."5 RW = 8 '.V U11 = l kips
T
ZICLV
R w DL. I fib'Dl,
LU
FROELICH CONSULTING ENGINEERS, INC
client: Legend Homes
project:Windsor'B'
project number: 493.0-96/499.0-96
date: October, 1996
by:CM
UNITS: kips ._ 1M ib - kipo•.001 plf.= lb pof 11) kft kips.ft
ft ftt
THE LEFT AND RIGHT SIDE EXTERIOR WALLS
MEET AND EXCEED CABO REQUIREMENTS
SHEAR WALL DESIGN- Garage Piers
9.fl.12.ft 10•ft•9.ft i =
WIND FORCE: P (9.12•psf + 8.79•psf•4.ft.12•ftl ,5 + 8.13•psf. + 1.5 ft 10 i'1P l.45 lb�-
l 2 !! 2.3 r
Lenght of Shear L tot 2-tl + 2•ft. L tot - 4 ft
Resisting wall
SHEAR v - - P v = 236.3•plf
L tot
Mot .= (P•8•ft)•2 `1ot-3.8•ktt
2 (,,•ft)z
(l7 pFf6 ft + 12.psf8•tt) -`� Lir=0.3•kft
Mot Mr
T = T- 1^758•lb
2 ft�
SHEAR WALL 1/2" ply one side HOLDOWN TYPE Simpson HPAHD22
w/8d nails at 6" edges and or HTT22 w/5/8" dia A307 A,B. elnbedd 12"
12" field
a
For 3 Car optilon consider leeward load
V)
fl.o
.11
J P : 5.08psf l o'- + 4.5-t1-10•R! P o.1 8-lb
t � 3
rh
W
_J
use Simpson LSTA21 strap at top of 4x12 beam to dbi top plates of 2 ft garage shear wall
or alternatively, continue 2x top plate over 4x12 beam and nail w/ 4.6 at 6"o.c.
FROELICH CONSULTING ENGINEERS, INC 230
client: Legend Homes
project:Wlndsor'B'
project number: 493.0-96 1499.0-96
date: October, 1996
by:CM
SHEAR WALL DESIGN CONT - Rear Wall
Upper Level
9•ft.12• 1
P = 14.82•psf 2—ft +• 14.28•psi`4•fl.12 ft 1 P = 1485.7•lb
WIND FORCE: I
Lenght of Shear L tot 6.5•ff L tat =6.5-ft
Resisting wall
SHFAR v MP v =228.6•plf
L tot
M of _ P.8•fl M of = 119-kft
Mr = (6.5 ft)'
�•(17psf12it + 10psf8ft)•- -= Mr= !•kit
Mot - IV1r
T = •-- i = 1213.2•lb
6.5•R
SHEAR WALL 1/2" ply one side HOLDOWN TYPE Simpson MST48
8d nails 6"/12" at each end of the wall
Sill Nailing 16d at 6" o.c.
Lower level consider 2 car Flan- most conservative
WIND FORCE. P = 1486 lb + 13.22•psf(4•it- 12 it + 15 it 6.54 9 P = 250'.2-ib
Lenght of Shear L tot ' i-11 5-ft L tot= 10•it
Resisting wall
SHEAR v = - v = 350.7•plf
L tot
"d of = P (9•tt)•' Mot = 11.3•kft
M (17 sf12•ft + 13psf6.3 fl + 10 sf13•ft t5•ft)Z
J
�I of - .Al r
_
5•it 1' - 1 175.7.11)
SHEAR WALL 1/2" plywd. one HOLDOWN TYPE Simpson HPAHD22
,vi Fid at 6" 12" at each end of each wall
w/ 1/2" dia. anchor bolts
at 48" o.c.
FROELICH CONSULTING ENGINEERS, INC
client: Legend Homes
project: Windsor'B'
project number: 493.0-96/499.0-96
date: October, 1996
by:CM
SHEAR WALL at front of Living Room
WIND FORCE. P = 13.22•psf(7.ft + 4.5•11)•7-ft P = 1064.2•lb
Lenght of Shear L tot 2•ft + 2•ft L tot-4•ft
Resisting wall
P
SHEAR V - —tov =266.1•pif'
L '.
Mot of P 9•ft•2 M of =4.3•kft
M 1. = 3•(17•psf 3 i + 10•psf 9.11). ft)_ M r =0.2•kft
.Y
Mot - �1r
T = — b
2 ft -• T=2300.5•l
SHEAR WALL 1/2" ply one side HOLDOWN TYPE Simpson HTT22
3d nails 6112" w/5/8" dia A307 A 13. embedd 12"
Sill Bolting 1/2" dia at 48"
Interior Wall at Living Room
� fl.12•ft8
WIND FORCE: P j 9.12•psf—2 8.79•psf 4.ff..12 ft� + 1064•lb•-1.3 P= 1569.2 Ih
'2
Lenght of Shear L tot 3.5•ft L tot=3.5•ti
Resisting wall
SHEAR v -P v = 448.3•plf
L tot
M of P.9 ft bl of = 14.1•kft
CC
} \Ir 3 (17 P917 12 ft 10 psf 10.R , 13 11,4f 5.5 fl). ft
--3.5 r= 1.9•k
F-
I
J
.G 1•
Mot
M i
3.5 ft
c7
W
J
SHEAR WALL 1/2" ply one side HOLDOWN TYPE Simpson HTT22
3d nails 3"/12" w/5/8" dia A307 A B. embedd 12"
Sill bolting (2) 1/2" dia equally spaced
FROELICH CONSULTING ENGINEERS, INC 1-1/1550client: Legend Homes
project: Windsor'B'
project number: 493.0-96/499.0-96
date: October, 1996
by:CM
Shear Wall Design - Left and Right Elevation
Upper Level (9.WIND FORCE: P .= 14.28•pof •ft. 17.5-ft + 42-ft 5 r 14.28•pef•4 ftf 2l-ft P =3111.3•lb
Lenght of Shear L tot 15•ft + 3•ft L tut= 18•ft
Resisting wall
SHEAR
P v = 172.8•plf
� _ --
L tot
SHEAR WALL 1/2" ply one side
8d nails 6"/12"
Sill nailing 1Fd at 6" o.c.
Lower Level - .,cerior Wall Left and Right Elevations
WIND FORCE. P (311 l lb l + 13.22 pef 26-ft-8.5-11 P =6032.6 Ib
Lenght of Shear L tot 1 1.5 tt 11 It + 3.ft L tot — 25.5-IT
Resisting wall
SHEAR
v r - --- - v r=236.6•plf
L tot
P
V1
_ — 1 138.5•t,i,
SHEAR WALL 1/2" ply one side
8d nails 6"/12"
Sill bolting 1/," dna at 48" o.c.
a
Check Chord Forces
V)
F—
Upper Lc-',el Wil _ l•1.2R psf 8 ft w 11 = 11-1.3•plf
n
C'>
LU w� i42•ft12
lb1 = -- tit =25189.9•lb.ft
8
T = M T= 1049.6•Ib
24,11
FROELICH CONSULTING ENGINEERS, INC 2 �
client: Legend Homes
project:Windsor'B'
project number: 493.0-96/499.0-96
date: October, 1996
by:CM
Lower Level - Interior Wall at back of Garage
/I
9-ft,
WIND FORCE: P ( 14.82•psf- 2 + 14.22,psf 4•11.12•ft -
.5 + 13.22•psf 12•ft-(4.5,11 + 4-11) P =2089.9-lb
Lenght of Shear L tot 20.ft
Resisting wall
SHEAR
VW = P, vW= 104.5-plf
L tit
Check Seismic D1, - 15•psf 42•t1.24-ft + 13 psi'-24-11-41 tl + 8 psf 13 R-(2-24-R + ',42 11')
VI O;.DL
L tot
SHEAR WALL 1/2" gyp both sides
,All 5d cooler nails at 4'�,.c.edges
o C rieid
ci
n
r
F—
J
i7
w
J
•a.4,0 1,LCR
EwTINO Ml 4M
al naw•:a�
Q-__— B O 3
1 . y rJ
� 1010.13 tC,r.•+ w
uric
a Access A�
a
1
A.s' t.T" __ __ .. .,. ....
5. 17'PL4NT OwEL• ,I
c-Ev Tp
OPEN RAILI4G
,CIO ON.
4 I �
OIL==
'J,LLL Fw F�J I '-J IR•I }'.I"
' rF----w— 0 I
Y Ml.TR EK L'
SII MTR * I .Q ly .6^^_C•'L_:'
BATH
I
r-=-___:
i B o10.3106LDIl T MIr, I
1
a•
Q
cc
H
T
F--
1•-r
J
cD
�1
CD
W
J
f
),,0 416 OLDR.
aI .10
,Ti,
LINE OF RlR
ler mil
RANGEn
AnOlE
COFFERED CL6
PLN—
eAuL7;
N
W/6 x'114
ic
—LEI O
(v4ULT)
ENTRY
610 El
CeLITTS F,4
CRALL 66
.RC,
ACCESS T—,
o
6'.
v MK v 1—.T 1-.
,C,E MOB
FAMILY RM,
12/2.15/2
0
19C.L-qCS
lcr VENT 15
GA��P L
-AN-LE
-4 AS
OCR CCC 4/
LIZ C"
AEC
t" 10
Ncl!
A,
A
C.'o"r
V)
LL!
v� SA R�E
5I
X
01.- 0 } mn a �`
n� a cr 12440 7
gm - SW BAMF31 LN 11577
' '* 12454 v
n to 12+x55 -
-�-� r 1252 12453 1�450N
12511
12526 12519 _ C/)
12514 v
y., 12517
W
X12 123f7 1254y
SW E ROL ST. 12540 �-�
12555 12557 '
01? 62 D
12562 m 12575
v 12583 Z
c ,2586 _ c6-
r\)
rn
W �
N Zao 12602 2609
Cf) --A
( 126 0 a
m12615
uj
O > 12639 12622
1268 r-1
J 12664 C 1265-%@
12 0
M
a 126'19 D
a �
Ln SW CAR EN ST.
12703
p"
T
J
•J •
tO 12719
cV
LU J
�A
12720 12 727 (r
_ I
I
I
NI ^A.NVQ 5� 46
� M
TRACT 'B'
124 9
BAM N
;2519
453
' 1157
2535
V
5 245 24'50
500
252fi 5 T i
2514
2537 in 4
557 Cn 540
o ERR(JLST. _
C
°' S6 w � �
Z 1p
1 X555 12554
257 _
CD Fri 2583 $ m 5F2
zi
0 cj � < C
o Cj) 2615 z 10 609 m12602
Q
26`39 M N �'a
-P262 12621
00 FTI 2 6'53
z
QD 2679 648 r
0 2681
N 2664
CARMEN ST.
-712
w2
716
2727 12720
I
I