10755 SW NAEVE STREET IS 3A3VN MS SSLO1
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10755 SW NAEVE ST
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Tuesday, Marc` 1 S, 2003
y CITY OF TIGARD
Rod Zawalski FILE COP OREGON
10755 SW Naeve S'.
Tigard, OR 9/223
RE Pad Footing Supports, 10755 SW Naeve St.
Dear Rod:
This confirms that the City of Tigard finds that the pad footing supports under your house were
constructed in a manner consistent with and acceptable under the 1993 Oregon One and Two
Famill, swelling Code and that they show no signs of sloughing or stress. We accept the
footi..- ;saving been code-compliant at the time of construction and reaffirm the Certificate
of Occ, ncy that we issued on 7/10/96.
The house was constructed between 12/19/95, when we issued the construction permit, and
7/16196, when we issued a final inspection approval and Certificate of Occupancy. The
building code applicable to that construction was the 1993 C►c.o-tii one and Two Family
Dwelling Specialty Code. Section R-303 of that Code addresses footings and says simply that
"All ... columns and piers shall be supported on continuous solid masonry or concrete
footings, ... or other approved structural systems which shall be of sufficient design to support
safely the loads imposed as determined from the character of the soil ..." The concrete pad
footings that support the posts under your main floor meet this requirement and that Code does
not address the proximity of the footing to an adjacent slope.
Jim Imbrie, the geotechnical engineer who recently examined the footings and their soil
supports, observed in his 3/13103 letter that "The soil cut exposes stiff silt that shows little
signs of sloughing or erosia.-i since the tune of original construction and no signs of damage or
foundation distress were observed." That corresponds with my own observations during my
inspection of the site on 2/21/03.
ILAccordingly, we find no reason to doubt that the existing construction is sufficient "to support
N safely the loads imposed" and the City finds the posts and footings to be in compliance with
the requiremen of the relevant 1993 Oregon One and Two Family Dwelling Specialty Code.
J �
m Please le a Know if have any questions.
C7
W
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Housing Inspector, Building Codes Enforcement Officer
cc: Property File; Randy Sebastian, Renaissance Development.
13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 — -
CITY OF TIGARD BUILDING INSPECTION DIVISION MST
24-Hour Inspection Line: 639-417F Business Line: 639-4171
SUP
Date Requested Le"- AM ____PM BLD
Location nct �"" Suite _ EIEC
Contact Person Ph PLM 9(0 —
Contractor
(D "Contractor Ph SWR
BUILDING Tenant/Owner _ ELC
Retaining Wall ELR
Footing FPS
Foundation NOT REQUESTED --------
F:g Drain FOUND DURING RESEARCH RGN
Slab Crawl Drain i NO INSPECTION(S) FOUND IN FILE SIT
Post&Beam
Ext Sheath/Shear
Int ^heath/Shear
Framing —
Insulation
Drywall Nailing
Firewall
Fire Sprinkler
Fire Alarm
Susp'd Ceiling
Roof
Misc: -- ----. _----
Final
PASS PART FAIL -- -- --- -
Ll,'bl
Post&Beam —
Under Slab
Top Out --- ---.-_ / _
Water Service
Sanitary Sewer
R ' Drains
i t
PART FAIL
CHANICAL
Post& Beam — — — ---
Roucth In
Gas Line --- -- - - —
Smoke Dampers
Final - -- - ---- ---- —
PASS PART FAIL.
ELECTRICAL ---— -- — —
d Service
H Rough In
N UG/Slab
Low Voltage --- -�- �'- - ---
Fire Alarm
Final
Lo PASS PART FAIL
uJ
SITE
-� Backfill/Grading ---`-- --"— --_---- -- �" - -
Sanitary Sewer
Storm Drain [ )Reinspection fee of$ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin [ ]Please call for reinspection RE:_ _ [ ]Unable to inspect-no access
Fire Supply Line
ADA
Approach/Sidewalk Date L Inspector '` Ext
Other - - -
Final
PASS PART FAIL DOT REMOVE this inspection record from vhe job site.
PLUMBING PERMIT
. CITY OF TIGARD DATEIISSUED: . 09/27/96&-0283
COMMUNITY DEVELOPMENT DEPARTMENT
13126 8W Mam Blvd.Tigard,Orspon 97223•11199 (603)639-4171 PARCEL: 2S 1 10DA-03 7 00
CITI= ADDRESS. . . : 10755 SW NAEVE ST
SUBDIVISION. . . . : RENAISSANCE SUMMIT ZONING: R-3. 5
I:LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :028
CLASS Of WOPK. . :NEW-- GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0
TYPE Of USE. . . . :SF WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 1
OCCUPANCY GRP. . :R3 FLOOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . . : 0
STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 0 CATCH BASINS. . . . . . . : 0
FIXTURES----------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0
LINKS. . . . . . . . . . . 0 URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . . 0
LAVATORIES. . . . . : 0 OTHER FIXTURES. . . . : 0
TUB/SHOWERS. . . . : 0 SEWER LINE (ft ) . . . : 0
WATER rt_i_''SETS. . : 0 WATER LINE (ft ) . . . : 0
DIP,V!WASHIy RS. . . . : 0 RAIN DRAIN (ft ) . . . : 0
Remarks : )Installing a residential backflow pi,evention device.
Owner: --__ ____--- ---- ------- -------------------------- FEES ---------- --- ..
RENAISSANCE CUSTOM HOMO-2 type amol.tnt by date recpt
1.67; WILLAMETTE FALLS DR PPMT $ 15. 00 CJS 09/27/96 96-284457
5PCT $ e. 75 CJS 09/27/96 96--28445.7
WEST I—INN OR 97068
F1Ftone #: 557-8000
Contractor: -----------------__-----------
MOODY ENTERPRISE INC
PO BPX ;I
ESTACADA OR 97023
Phone #: $ 15. 75 TOTAL
Reg #. . : 5973
----- • REQUIRED INSPECTIONS ----- --
This permit is issued subject to the regulations contained in the RP/Bac4(f 1 ow Prev
Tigard Municipal Code, State of Dre. Specialty Codes and all other Final. Inspection
applicable laws. All work will be done in accordance with
approved plans. This permit will expire if work is not started
within IS@ days of issuaice, or if work is suspended for more M—
than 1A8 days.
4' I c_,-m i t t e e I=ii n r�t�.t r,e :
9 �� ._._`_ — ------ ----
-,t tted By
Call for inspection 639-4175
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C)
City of Tigard PLUMBING PERMIT APPLICATIQN l ianck/Rec. #1042m-
13125
v53
Permit #SW Hall Blvd.
Tigard, OR 97223
(503) 639-4171 MINIMUM $25.00 PERMIT FLEE + ST. SURCHARGE
New 8lnale FamlReside r►cas Only
O 1 BATH ROUSE$14o 00 O 2 BATH HOUSE$195.00
.
J ,� ���f, �.Q v� n 3 BATH HOUSE$225.00
Job
Address n. Fee includes all plumbs g fixtures in the dwelling and the tint 100 feet
r. See
".° �l of water service, sanitary sewer and storm sewefess below.
v FIXTURES QTY PREICE AMT_
rrn. n.e.N srrwl '' Sink 9.00
�� e P �0 9.00
.r✓Qi S < �P �' P%— lAvatory __
wMm"dm..• &-� 9.00
72 S' �� Q f O Tub or Tub/Shower Comb.
Owner 1_ "Y ( n, Soo
hower Only &
/a•�• 7/
0,11
) 7 C� 9.00
Vt��f'S'J ;/✓i(/ V� 9 r A 7' Water Closet _
Dishwasher 9.00
wm.la n.m..1 eu""'•) A.00
Garbage Disposal
oh. Washing Machine 9.00
Gccupant ma".v,.... -- 9 on
Floor Drain --
nr Water Hester 91
Lau;,dry Room Tray
9.00
Urinal 9.00
mom 9.00
d(7 Othe Frixtures (Specify) 9.00
an rds... 9.00
Contractor
9.00
TA- ccfj
O (7 Sewer 1 st 100' 30 00
Tw Sewer-ea. Addit. too' 28.00
!IM•�Wo^W. CM!u•. M..
Water Service 1st 100' 30.00
I hereby acknowledge that I have road this application, that the Water Service ea. AddH. 200' 28.00
information given is correct, that I am the owner or authorized agent of Storm A Rain Drain 1st +00' ��
the owner, that plans submitted aro in compliance with State laws, that Storm d Rain Drain AddR. 100' 26.00
1 am registered with the Construction Contractor's Board, that the 25 00
number given is correct. (If exempt from State registration, please Mobile Home Space
giv .00
e reason below.) Beck Flow ventio
Pren
Device or Anti-P0110011Devkx 9
o«. Any Trap or Waste Not
�^•""•��"'"'"' / Connected to a Flecture
9.00
s i~Nle !/� Catch Basin
9.00 addition O aReretion 0 repair Q
Describe work new Ins of Exist. Plumbing 40.001hr —
to be done residential (� non-reskiential Q p 40 001hr
Specialty Requested Inspections
IL Existing use of
Rain Droin, single family dwelling
4' 30.00
building or Property Residential backtlo�verrP prevention 18.00
F devloes
U)
Proposed use ^'
,J building or property _ _ — '(Except nsNdanclal backflow
m - prevwftn dMces)
W NOTICE 'Minimum Fee$25.00 SUBTOTAL
J
PERMITS SECOME VOID IF WORK OR CONSTRUCTION 5%SURCHARGE
AUTHORIZED ISNOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR NDONED
FOR PER OD OFF 1180 DU
DAYS TM
ANY SUSPENDEDRK IS A
E FTERWORK S
PLAN REVIt-1N 25%OF SUBTOTAL
COMMENCED.
TOTAL
Special Conditions
Date Issued `, ' �� 1-y — by "—
CITY QF TIGARD
DEVELOPMENT SERVICES
13125 SW Hall Blvd.,Tigard,OR 97223 (503)8.391171
CERTIFICATE OF
OCCUPANCY
PEkMIT 0. . . . . . . i MST95-0429
DATE ISSUEDs 07/10/96
PARCE:Ls 2F110DA-03700
.ITE ADDRESS. . . D 10755 SW NAE:VE ST
SUBDIVISION. . . . s RENAISSANCE SUMMIT 7.ON I NG s R-3. 5
BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . *028
-
CLASS OF. WORK. %NEW --- -.- ___ _
f YPE. OF USF. . . s SF
YPE: OF CONSTRs5N
OCCUPANCY GRP. 03
OCCUPANCY LOAD s 2
Remarkst PATH I
Owners --------.-_-___________________.__-,_---
RENAISSANCE CUSTOM HOMES
1672 WILLAMETTE FALLS DR
WEST LINN OR 97068
Phone #% 557-8000
C int ract or s
RENAISSANCE CUSTOM HOMES INC
1672 SW WILLAMETTE FAI_1_9 DR
WEST LINN OR 97068
Phone #s
RFD. #. . 0 97599
This Certificate grants; occupancy of they above referenced bui idiny or pc-,rt i or,
thereof and r_ onfirms that the 'building has been inspected for compliance with
the State of Oregon Specialty Codes for the group, occupaticy, and use unde*-
(L which the reference-d. eilmit was issued.
f Y
zz
PU11_DI1�0 INS'.�rrf; R BUILDING OFFICIAL
_m
0
J POST IN CONSPICUOUS PLACE
CITY OF TIGARD PERMITN#. PERMIT. MST95--0429
COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 12/19/95
13196 SW HaN Blvd.Tigard,Oregon 07223+1199 (603)030-4171
PARCEL: 2S110DA-03700
..,TTE ADDRESS. . . : 107 55 SW NAEVE ST
` GSD I V 15 I ON. . . . : RENAISSANCE SUMMIT ZONING: R-3. 5
BL-OCK. . . . . . . . . . : LCT. . . . . . . . . . . . . :028
--------------
_LASS OF WORK. . :MST95-0185 GARBAGE DISPOSALc _ _ 1
7-YPE OF USE. . . . :NEW WASHING MACH. . . . . . . : 1 BACKFLOW PREVNTRS. . : 1
OCCUPANCY GRP. . :SF FLOOR DRAINS. . . . . . a 0 TRAPS. . . . . . . . . . . . . . a 0
STORIES. . . . . . . . :2 WATER HEATERS. . . . . . a 1 CATCH BASINS. . . . . . . a 0
FIXTURES-------------- LAUNDRY TRAYS. . . . . . : 1 SF RAIN DRAINS. . . . . : 1
SINKS. . . . . . . . . . . 1 GREASE TRAPS. . . . . . . 10
LAVATORIES. . . . . : 5 OTHER FIXTURES. . . . . : 0
"TUN/SHOWERS. . . . : 3 SEWER LINE (ft ) . . : 0
WATER CLOSETS. . : 3 WATER LINL-. (ft ) . , a 100
DISHWASHERS. . . . : 1 RAIN DRAIN (ft) . . : 0
Remarks: PATH I
OWNER: ---------------------•--------- --------- - ---____FEES---------------
RENAISSANCE CUSTOM HOMES TIF $ 1590. 00 B 12/19/95 95-274090
1672 WILLAMETTE FALLS DR SWM $ 180. 00 B 12/19/95 95-274090
SWM $ 100. 00 B 12/19/93 95-274090
WEST LINN OR 97068 SPIRT $ 653. 00 B 12/19/95 95-274090
Phone 1k: 557-8000 BPL.(7, a 50. 00 JD 11/29/95 95--273312'
B5PC $ 32. 65 B 12/19/95 95-274090
Plumbing Contr,actor-:-------------- PARK $ 500. 00 B 12/19/9; 95--27411991
MPRT $ 45. 00 B 12/19/95 95-274090
Name : S. k�nVi''_.._�L ..._._ -_..--------.._ __ MT'LC $ 11. 25 B 12/19/95 95-274 -90
Address:_ 9 Z1.. _ ----IiOS.5rdI1�._ M5PC $ 2. 25 B 12/19/95 95-2740991
City : Pia5tatea QL_t'` 3STH $ 225. 00 B 12/19/95 95-274090
Zip:. _--YhoneM: 71.E _.� P5PC $ 11 . r5 S 12/19/95 95-274090
Req #: � �.`� _ ..__. Additional fees not shown here. . . . . . . . .
----- REQUIRED INSPECTIONS
'This permit is i.ssi_1ed subiect to the reg-
ulations contained in the Tigard Municipal Footing Insp Fireplace Insp
Code, State of Ore. Specialty Codes and all Foundation Insp Gas Line Insp
other applicable laws. All work will be done Post/Beam Struct InsulAtion Insp
in accordance with approved plans. This Post/Beam Meehan Gyp Board Insp
hermit will expire if work is not started Crawl Drain Rain drain Insp
within 180 days of issuance. or i. f work is PL_M/Underfloor Wzter Line Insp
0- susvended for more than 180 days. Mechanical Insp Water Service In
Plumb Top Out Appr/Sdwlk Insp
rn Electrical Servi Electrical Final
r Electrical Rol.1gh Mechanical Final
Framing Insp Plumb Final
mY C��a,.�!7 ____, ___!_. _ Low Voltage Building Final
t? Author-i ed Plum'Jinp Contractor Signature
W Call for inspection - 639-4175
Contractor Note-
MAB+FR PERMIT
PERMIT #. . . . . . . a, MST95- 04 9
CITY OF TIGARD DATE ISSOED: 12/19/95
COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: 2S 1. 10DA-03700
S 1 �� hl*w;!!�'!°:Tgvro.p�►�►°'� �?4�J"18P�1 )a 14171
SURD I V T x:310N. . . . : REINA I SEANCE SUMMIT ZONING: R--3. 5
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . ., . . .0 -18
Remarks: PATH I
-------------------•----------•---------------------------------- BUILDING ----------------------------------------—----___-------------
REISM.:MST95-0185 STORIES.......: 2 FLOOR AREAS----------- BASEMENT...: 0 sf REQUIRED SETBACKS---- REDUIRFD -------____.
CLASS OF 1JORK.:NEW HEIGHT........: 23 FIRST....: 1592 sf GARAGE....,: 685 sf LEFT..........: 5 SMOKE DETECTRS: Y
TYPL ..:SF FLOOR LOAD....: 48 SFCOND...: 1152 sf FRONT.........: 20 PARKING SPACES: 1
TYPE -"ST..SN DWELLING UNITS: 1 FINBbAENT: 0 sf RIGHT.........: 15
OCLUVAiCl SRP.:R3 BDRM: 3 BATH: 3 TOTAL------: 2744 sf VALUE..$- 187278 REAR..........: 97
--------•------•------------------------ ---------------- PLUMBING - ----__ __ --- __ ..__....---------------------
SINKS.........: I WATER CLOSETS.. 3 WASHING MACH..: I LAUNDRY TRAYS.: 1 RAIN DRAIN ft: 0 TRAPS.........: 0
LAVATORIES....: 5 DISHWAMRS...: 1 FLOOR DRAINS,.: 0 SEWER LIFE fts 8 SF RAIN DRAINS: 1 CATCH BASINS.,: 8
TUMHOWERS...: 3 GARBAGE DISP..: I WATER HEATERS.: 1 WATER LINE fts 100 BCKrLW PREVNTRs 1 GRFASE TRAiS..1 0
OTHER FIXTURES: 8
-------.---------------------------------------------------- -- MECHANICAL -------------------------------------------------------------
FUEL T`!':o ------ FURN l 108K ..: 0 BOIL/CIO ( 3HPs l VENT FANS.....- 4 CLOTHES DRYERSs 1
/GAS/ / / FURN )=18011 ..s 1 UNIT HEATERS.,- 8 HOODS.........: 1 OTHER UNITS...- 1
MAX INP.: 8 BTU FLOOR FURNACES: 8 VENTS.........: 0 WOODSTOVES....: l GAS OUTLETS...: 1
------------------_ _-- ------------ ---- ------------------- ELECTRICAL -------------.-------------------------
---RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MISCELLANEOUS---- --ADD'L INSPECTIONS--
IM SF OR LESS: 1 0 - 208 asap..: 0 0 - 208 amp..: l W/SVC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION- 0
EA ADD'L 50NSF.: 4 281 - 400 amp..: 0 201 - 408 amp..: 0 1st W/O SVC/FDR: l SIGN/OUT LIN I.T: A PER HOUR......: P
LIMITED ENERGY.: 8 401 - (J00 amp... 0 401 - 600 amp..: 8 EA ADDL BR CIR: 0 SIGNAL/PANEL...: 8 IN PLANT......: 0
MANE HM/SVC/FDR: 0 681 - 1000 asp.: 0 fill+amps-1880 v: 8 MINOR LABEL -Ili l
1000+ amo/volt.: 0 ---------------------------------- PLAN REVIEW SECTION ---- --------_-_-__._
Reconnect only.: 0 )-4 RES UNITS..: SVC/FDR)=225 A.: ) 6M V NOMINAL: CLS AREA/SPC OCC:
--------- ------ ---- ----- ------------------ - ELECTRICAL - RESTRICTED ENERGY --------------------------------------------- ----
A. SF RESIDENTIAL---------------------------- B. COMMERCIAL------------------------------- -------
AUDIO t STEREO.: VACUUM SYSTEM..: AUDIO 6 STEREO.: FIRE ALARM...... INTERCOM/PAGING: OUTDOOR LNDSC LT:
BURGLAR ALARM..: 0TH: :: X BOLER.........s HVAC...........: LANDSCAPE/IRRJGs PROTECTIVE SIGN.:
GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL......... OTHR:
HVAC...........: DATA/TELE COMM.- NURSE CALLS....: TOTAL i SYSTEMS: 0
Owner: ---—------ -----Contractor: --------------------------- TOTAL FEESsf 3752.75
RENAISSANCE n�5001 HOMES RENAISSANCE CUSTOM HOMES INC
1672 WILIA►ETTE FALLS DR 1672 S4 WILLAMETTE FALLS DR
WEST LINN OR 97868 WEST LINN OR 97068
Phone /: 557-8081 Phone #:
Reg #..: 97599
IL
HThis Dereit is issued subiect to the regulations contained in the Tigard Municipal Code, State of Ore. Sp^cialty Codes and all other
U) avolicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started "ithin 160
days of issuance, or if work is suspended for more than 188 days.
------------------------------------------------- ------ REQUIRED INSPECTIONS --------------------------------- _ - --
m
Footing Inso PLM/Underfloor Framing Inso Gyp loam Insp Electrical Final -
Foundation Insp Mechanical Inso Low Voltage Rain drain Insp Mechanical Final
J Post/Beam Struct Plumb Too Out Fireplace Insp Water Line InsD Plumb Final _
Post/Beam Mechan Electrical Servi Gas Line Insp Water Service In Building Final _
Crawl Drain Electrical Rouoh I"sulatipq Inso Appr/SdwA Insp Eros• n Control
F'er,mittee Signat1..tre: f _ _. ISSI-ked I3v r. ham•+
Call for inspection - 639-4175
c—.cwy p rnwNiEr T i nw
PERMIT
PERC Irf OF TIGARD DATEIISSSUED:• 12/11/95 -04E+9
•COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: 2S 1 10DA-V�.-�70Q�
13126 8W Hall Blvd.Tl9ard,Orejon 97223.4199 !6031439-1971
SITE ADDRESS. . . : 10/5"d SW NAF_Vf- ST
SUBDIVISION. . . . : RENAISSANCE SUMMIT ZONING: R-3. 5
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :028
TENANT NAME. . . . . :
USA NO. . . . . . . . . . . FIXTURE UNITS. . . . 0
CLASS OF WORK. . . :NEId DWELLING UNITS. . : 1
TYPE OF USE. . . . . -SF NO. OF BUILDINGS: 1
INSTALL TYPE. . . . :BUSWR IMPERV SURFACE: 0 sf
Remarks : PATH I
-- --
Ownet • ._----------•-------___--------------•--------___------ FEES
RENAISSANCE CUSTOM HOMES type amount by date recpt
1672 WILLAMETTE FALLS DR PRMT $ 2200. 00 8 12./19/95 95-274090
INSP f 35. 00 8 tP/19/95 95--274090
WEST I-INN OR 97068
Phone #: 557-8000
Contractor:
CONTRACTOR NOT ON FILE
------------
Phone #: 2235. 00 TOTAL
Req #. . .
-------- REQUIRED INSPECTIONS -------...-
This Applicant aorees to comply with all the rules and regulations Sewer Inspection �.
of the Unified Sewaae Agency. The permit expires 188 days from
the date issued. The total amount paid will be forfeited if the
aermit exoires. 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 located, the installer shall purchase
a "Tao and Side Sewer" Permit and the Agency will install a lateral. --_ _
P e r m i t t e e S i q ri a t e-ire: .
ss,-ted By •
Call foo- inspection - 639-4175
a
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55
Residential Building Permit Application
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223
(503) 639-4171
Jobsite Address: �D�J '� 4'�.19.� IV��� ��
SubdiviafonlS����QYI�. ��l)YY11111lot#�� Office Use Only
� [ PlancWRec# I
Valuation: ! v� 2 7 y
Comer Lot? . Y —� Permit#�951
Flag Lot? YNQ Reissue of A i j i
Map & TL# c- j 1 c 1 �A
r '� ` .
Owner: 110U1 i� ln.i l��1UYY1 Awrovals Mmulmd
Address: l(0-1 C2 (��l f F01,-� — C/= `- '�r c ,i�r g•
Planning
^^��
(� 9-7(Y,x Engineering
Phone: SCSI - R= - Other
Contractor: /I SLI Il ll i W 1 I"�� W 'fCJ1'l� Kenn R4gulred
Address: Subcontractors
- Inn, (.9- ��Qt�� � Truss Details
Phone: A('M _ Other
Contractor's License # 01 15y A _
(attach copy of current Oregon license)
Contact Name & Phone: W-Q)
IL FAO(,
pC Subcontractors: Archltect/Engineer:- r
a,
N Plumbing: qjI ,o I�� I� (� Address: Nui a
Cow{"I x G 1 b 9
Mechanical: � �ayt4t,-I-e*,o � � � __���d�-��-`�—
m (attach copy of current Contractor' Lkenas)
W ��� l01 1 I�7� I I� ���. Phone:
JOS DESCRIPTION: 1
Applicant Signature & Phone num
Received b•.•: Date Received:
N i WOnNCOMDFVARE SAP P
Sola: Balance Point Standard re>A
Box A. North-South dimension for the lot Box S. Shade point height from your stricture:
measured perpendicular to the midpoint of the Change in elevation from front property line to
north lot line the finished floor elevation added to the height
of the building from finished floor elevation to
the affected peak/eave. It the roof line runs
feet NIS, subtract 3 feet from the figure. Subtract
one foot for each foot of difference in elevation
from the front property ling to the rear property
line.
(1/
�-! feint
Box C. Distance to the shade reduction line
Distance from North property line to
foundation added to the distance from the
foundation to the affected roof peak/save.
_ Feet
The following helps explain the graph below:
The horizontal axis (rows) represents box "C" figures.
The vertical axis (columns) represents box "A" figures.
It is most useful to draw a vertical .line to represent,, the appropriate figure
found in box "A" and a horizontal Zine to represent 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 "B" ; if the value in box "B" is less than or equal to the value found in box
"D" , the building is in compliance with the solar balance code .
Distance to - (
shade ( 10c+ 95 90 85 80 75 70 65 60 55 50 45 40
reduction line
from northern
lot line in feet
70 0 40 40 41 42 4.3 44
65 U 38 38 39 40 41 42 43
60 36 36 36 37 38 39 40 41 42
55 34 34 34 35 36 37 38 39 40 41
0. SO 32 32 32 33 34 35 36 37 38 39 40 41 42
45 �. 30 30 30 31 32 33 34 35 36 37 38 39 40
N 40 28 28 28 29 30 31. 32 33 34 35 36 37 38
35 26 26 26 27 28 29 30 31 32 33 34 35 36
30 24 24 24 25 26 27 28 29 30 31 32 33 34
.1 25 22 22 22 23 24 25 26 27 28 29 30 31 32
m 20 20 20 20 21 22 23 24 25 26 27 28 29 30
15 1.8 18 18 19 20 21 22 23 24. 25 26 27 7.8
J 1.0 1 16 16 17 16 19 20 21 22 23 24 25 26
5 1 14 14 15 16 17 18 19 20 21 22 23 24
Box "D" Maximum allowed shade point height _ / feet
Solar Balance Wgrksheet
Address 0 1 j
Box A calculations. North-South dimension for the lot. Sox A:
This dimension is determined by finding the midpoint of the North lot line and drawing an
intersecting line perpendicular to that point. Measure the distance from the midpoint of the
North lot line to the South lot line along the described line. v ft
Box B calculations: Shade point height from your structure. Box B:
1. Determine whether measurements will be based on the peak or save of your
structure. The orientation of the ridge is also important. Which describes
your lot?
1 a: If the roof line runs North-South, measurements will be based on the peak of the (Circle one)
roof.
to 1b 6c>
tb: If the roof line runs East-West and the roof pitch is less than 5/12, measurements
will be based on the save.
1 c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements /
will be based on the peak.
ft
2. Measure change in elevation from front property line to finished floor elevation.)
_� tq
+ ft
3. Measure distance from finished floor elevation to the affected peak/eave.
ft
4. If the roof line runs North-South, deduct three feet. If the roof line runs East-We
deduct nothing.
5. Subtract one foot for each foot of difference in elevation from the front property L_ ft
line to the rear property line, 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.
d. 6. Total figure for box 8: ft
II Box C. Distance to the shade reduction line. �. Box C:
1. Measure the distance from the North property line to the foundation. ft
m
W2. Measure the distance from the foundation to the affected peak or save. + L7 ft
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j 3. Total figure for box C: ft
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87.00.
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