Permit f'
CITY OF TIGARD
.. ,, MASTER PERMIT
...,_-_1110- 440 ��'i DEVELOPMENT SERVICES DATE ISSUED: 04/25/97
PARCEL: Tigard,
PARCEL:251O4DB -AHQ44
SITE ADDRESS: .: 1313'ZI SW ROCK I NGHAM DR
SUBDIVISION ° AMESBURY HEIGHTS ' ZONING': ` R-4.5
BLOCK LOT •44 JURISDICTION: TIE
Remarks: Single family new residence PATH 'I
- - -- — — BUILDING --- — ---- --- - ----
REISSUE: STORIES : 2 FLOOR AREAS - -- BASEMENT...: 0 sf REQUIRED SETBACKS -- REQUIRED- —
CLASS OF WORK.:NEW h. HEIGHT ' . • 28 FIRST ' • 1335 sf GARAGE= • 814 sf LEFT- • • 19 SMOKE DETECTRS: Y
TYPE OF USE...:SF FLOOR LOAD : 40 SECOND...: 1350 sf FRONT • 20 PARKINS SPACES: 1
TYPE OF CONST.:SN DWELLING UNITS: 1 • FINBSI'tENT :' 0'sf RIGHT : 15
. OCCUPANCY GRP.:R3 BORN: 4 BATH: 3 TOTAL .: 2685 sf VALUE..$: 194019 REAR : 46
--------------------------- - PLUMBING.----- -------------------------------- ----- --
SINKS : 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRAYS.: 1 RAIN DRAIN ft: 0 TRAPS • 0
LAVATORIES • 5 DISHWASHERS.'..: 1 FLOOR DRAINS..: 0' SEWER LINE ft: 0 SF RAIN DRAINS: 1 ' CATCH BASINS..:° 0
TUB /SHOWERS...: 3 GARBAGE DISP..: 1 WATER HEATERS.: 1 WATER LINE ft: lw, BCKFLW PREVNTR: 1 GREASE TRAPS..: 0
OTHER FIXTURES: 0
--------------------- ----- - - -- MECHANICAL - -- - -- -- ---- -- - - - - -- - --
FUEL TYPES - - -- FURN ( 1 ..: 0 BOIL /CMP ( 3HP: 0 VENT FANS : 4 CLOTHES DRYERS: 1
/GA FURN ) =100K ..: 1 UNIT HEATERS..: 0 HOODS • 1 OTHER UNITS...: 1
MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS • 0 WOODSTOVES • 0 GAS OUTLETS...: 1
--- - - - - -- - - -- - - -- - -- --- - - ---- ELECTRICAL
-- RESIDENTIAL UNIT— -- SERVICE /FEEDER - --- —TEMP SRVC /FEEDERS -- -- BRANCH CIRCUITS -- - -- MISCELLANEOUS ---- —RDD'L INSPECTIONS —
V•"0 SF OR LESS: 1 0 - 200 amp..: 0 0 - 200 amp..: 0 W /SVC OR FOR..: 0 PUMP /IRRIGATION: 0 PER INSPECTION: 0
EA ADD'L 500SF.: 5 201 - 400 amp.'.: 0 201 - 4 'app..: 0 1st W/O SVC /FDR: 0 SIGN /OUT LIN LT: 0' PER HOUR • 0
LIMITED ENERGY.: 0 401 - 600 amp..: 0 401 - 6,, amp..: 0 EA ADDL BR CIR: 0 SIGNAL /PANEL...: 0 IN PLANT • 0
MANF HM /SVC /FDR: 0 601 - 1w amp:: 0 601 +amps -1000 v: 0 • ' MINOR LABEL -10: 0 .
1000+ amp/volt.: 0 - - -- - - -- PLAN REVIEW SECTION -- -• — --
Reconnect only.: 0 )=4 RES UNITS..: SVC /FDR ?=225 R.: ) 600 V NOMINAL: CLS AREA /SPC OCC:
---- ---- -- ---- ---- ---- - -- ELECTRICAL - RESTRICTED ENERGY -------------------------------- - --
A. SF RESIDENTIAL— B. COMMERCIAL — ---- --_- -_ —_—
AUDIO & STEREO.: VACUUM SYSTEM..: AUDIO & STEREO.: FIRE ALARM • INTERCOM /PAGING: OUTDOOR LNDSC LT:
BURGLAR ALARM..:. . 0TH :' ::1X • BOILER HVAC • LANDSCAPE /IRRI6: PROTECTIVE SIGNL:
GARAGE OPENER..: CLOCK INSTRUMENTATION: MEDICAL OTHR: ::
HVRC . DATA /TELE COMM.: NURSE CALLS TOTAL # SYSTEMS: 0
Owner: -------- - - - - -- - -- Contractor: — — TOTAL FEES:$ 4888.96
DALTON CONSTRUCTION INC DALTON CONSTRUCTION INC
8465 -A SW HEMLOCK ST 8465 -A SW HEMLOCK ST
TIGARD'OR'97223 '' TIGARD OR 97223
Phone #: 452 -0969 Phone #: 452 -0969
Reg 8..: 0 w 677
•
This permit is issued subject to the regulations contained in the Tigard Municipal Cade, State of Ore. Specialty Codes and all other
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 suspended for more than 180 days.
----------------------------------------------- REQUIRED INSPECTIONS ---- ------ --- _ --- --- ---- --- --- -- ---- --- ---
Erosion Canto' Post /Beam Mechan Electrical Servi Fireplace Insp Rain drain. Insp: Mechanical Final
Grading Inspecti Crawl Drain Electrical Rough Etas Line Insp Water Line Insp Plumb Final
Footing Insp ' PLM /Underfloor Framing Insp ' ' Gas Fireplace' , Water Service In Y Building Final''
Foundation Insp Mechanical Insp Shear Wall Insp Insulation Insp Appr /Sdwlk Insp
Post /Beam Struct' ' Plumb Top Out' o Voltage " ' Gyp Board Insp El rical'Final •
Permittee Signature: li Issued By: ' d
/ /;fr
Call for inspection - E39 -4175
C O -1- CI it Plan Check a 0 - 3
•iTY...OF TIGARD Residential Building Permit Application Recd By
3125,SW HALL BLVD. New Construction Additions or Alterations Date Recd D 5 J •
- IGARD, OR 97223 Single Family Detached /Attached (1 or 2 units) Date to P E. 3. -4 -9"
103) 639 -4171 Date to DST y - Z 2 -ciC 7
Print or Type Permit # 5-7-,. ;7Y
Incomplete or illegible applications will not be accepted calms : �Z
Na e
Name of Project
„P�1tk (f
Architect Ma ing Add ss
Job A rt 3u�� 14 etcar -1 L-z)-- 4 (qi k ediettVe. ( "4 - . °
Address S i �1 RR*1 k City/State Zip Phone
Name Name
" 1 {,..._ Ccu S - t•v.. c•-1 --. est... 1 v---
M adin Address
Owner F� , 4 Ste✓ /��j5 Engineer Mailing Address
C. /State Zjp Phone City /State Zip Phone
•
General Na � Descnbe work NeviX Addition 0 Alteration 0 Repair 0 ,
: � -71
ontractor 1't s1 CoN1S-Z- 7-vi "" oiJ ltn __ to be done:
?nor to Issuance Mailing Address Type of Use l ly Re ..i applicant must P- (:„s---- i `� � 2'� �✓IM 1
'��� � Gt�l �� � t1`y` W � i Type of Construction ..........
provide as City /State Zip Phone ,- . N
pr
contractors
f t��r9_172; n(? 4 6 Z - c: it,,et - Occupancy Class
' nse informaton OregF n Const. Cont. Board Uc.# Ex o. Date_ 12 _ 1 for COT k-7-7913 � --5.--q.'7 cell it be sprinklered? ` Yes❑ NK
data base) COT Business Tax of Metro it Exp. Date If Yes, separate FLS plans and
* NA l 'I 1 ? application to be submitted •
pi eOcal Name Number of Stories
/1 7 c- ) - C " �
Cofitractor Mailing Address. / B Proposed Use
, .Prior to issuance 3 7/ Z ,5 i .
applicant must City/State / Zip �� e ne SZ`ir Previous Use
Pn"dean / r4 38 g
contractors Oregon Const Cont. Board Licit Exp. Date,.., cyALUATION $ `Q f
COT
ficenses base) COT B0 7 J/0 z - 't - � N CONSTRUCTION off`
Business 'ax or Metro # Exp. Date ONSTRUCTION ONLY:
Pl m i n C17' N L Iz I BUILDING ID
Mg Name
�- Uni . T 2s Square Ft # of Units
Su C�i4� pf ..t } YP
lon ctor Madin : A) / t�
133 35e
is >1•,-0 S Sit) 7.6q uance �e B ) �ti, �' / 356i
applicant must C state o ne C.)
provide as / 4041-- ai ? 70.1)7 6c./7-777L D.) �9 I f T y
=tractors Oregon Const. Cont. Board Licit Exp. Date Yes No
:icenses 'or r9htb' -a --1,..--,
energy the eleancat subcontractor wire for all restricted
energy installations?
J.T.:ata base) Plumbi c. # Exp. Date Has the Subdivision Plat recorded? N/A Yes No
COT Business Taxcer' Exp. Date �q _ a� I hereby acknowledge that I have read this application, that the
T� [ al" I +i - information given is correct. that I am the owner or authorized agent of I ctric I Naz l i aX.-' the owner. and that plans submitted are in compliance with Oregon
(Sub- r) T Cbt State laws.
J c 9 Si �° A 9 Date
n ctor M ling Address
'rior to issuance 7 ) R'2)I A 2-z? ,Con VP ..- . n Na a Phone
applicant must aStait) Z p Phone pronce ail t a% / 7071 eet-4 o 33 tL ' `2t O "/
contractors Oregon ConsL Cont. Board Lic.# Exp. Date _ OFFICE USE ONLY:
Iicen5e3 p �b�� 1 I �l� � Plat M
mrorrration Me _ aPlTlf p,� ZDn
for COT Electrical Lt. # Exp. Date = aslc��he 1 :r` 6:•: , :
data base) 2 - %ZC, • /b -j - 1 " 7 Eng�ingAppr'oval - , Planning _._ TIP :=_ _ •
COT Business l f ax or Metro # Exp. to _ ` Al oval ' _ . y?' „.".. _ -
('7 , )-(--1
ost'iresapp.coc 11/S6 , 100n 119 1 -
' (
4
Permit* Account Description Amoun Amt. Pd, Bal. Due
•
W -oo57 MST. Permit (BUILD) 670, ,
d Plumb. Permit (PLUMB) 225. � J�
'
Mech. Permit (MECH) �5. �� , O
ELC /ELR Permit (ELPRMT) 275. J 7 , `
State Tax (TAX) 6(. (''
Bldg: ' 33. s• 3
.
Plumb: /.1, Z.)::--t/
Mech: ..P-0 Lis✓ ..
ELC /ELR: / 3 , 22 " '/
Plan Check
2c -- - -- . -- -- MST: - - -- --- .. .... -.. _..... (BUPPLN) -• it33 'a • ��l .
Plumb: (PLMPLN)
2 _ - ___.:_.) ::. • L
Mech: - ( MECPLN) 1/. lb i/
CDC Review - planning - (CDCPLN) — ,;40; Pr. ✓'
CDC Review - bldg (CDCBLD) ' J '
- -` ,00-7 -01 Sewer Connection ___.-.—_- _ .. (SWUSA) U 6 - , 6
Sewer Inspection (SWINSP) .f , 3f
Parks Dev Charge (PKSDC) /0(51) c,,, ,
1050
Residential TIF (TIF -R) 1570 f 3" 76, , '
Mass Transit TIF (TIF -MT) \ /2Ct Pe _ ,/--
Water Quality (WQUAL) / 80 l0,
Water Quantity (WQUANT) lo U lei •
Erosion Control Permit . (ERPRMT) C . k
- bN � ✓
Erosion Planck/USA . (ERPLAN) '. ` _ '
Erosion Planck/COT (EROSN) Pr,-
Pi
Fire Life Safety., , , (FLS) ,-
TOTALS: 7aq � tom
i:\dstsVesapp.doc rev. 10/96 (}\
1
i
Solar Balance Point Standard Worksheet
' Address
Box A calculations: 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•
•
N 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.
04 feet
t
1+elosom
Box B calculations: Shade point height for your residence. Box B:
1. Determine whether measurements will be based on the peak or eave of your
Which describes
structure. The orientation of the ridge is also important your residence?
1a: If the roof line runs North - South, measurements will `l (circle one)
be based on the peak of the roof. coca
11111 111111
1A 1B 40
4
1 b: If the roof line runs East -West and the roof pitch is
less than 5 ;12, measurements will be based on the
swoi ?ow EPA
eave.
1 r. If the roof line runs East -West and the roof pitch is
5/12 or steeper, measurements will be based on the
peak.
•
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 -E 1.0o 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. + 31,00 ft
4. If the roof line runs North- South, deduct three feet. if the roof line runs East -West, - -19-- ft
deduct nothing.
3. Subtract one foot for each foot of difference in elevation from the front property
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. - - ft
6. Total figure for box B: It. BO 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 tiZ.13b ft
affected peak/eave.
2. Measure the distance from the foundation to the affected peak or eave. + 34. 0:3 ft
3. Total figure for box C: $C,0) ft
It is most useful to draw a vertical line to represent the appropriate figure found in box 'A' and a horizontal tine to represent the
appropriate figure found in box C. The intersection of the vertical and horizontal fines determines the value found in box D. The value
in bar 'Cr should be compared to the value in boot 'B'; if the value in box 'H' is less than or equal to the value found in box '0', then
the building is in compliance with the solar balance code. If you have any questions, please contact us at 639 - 4171, x304 or at the
Community Development Counter.
MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet) E
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
kit 6nP fin feet)
70 40 40 40 41 42 43 44
63 38 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
3� 32 32 33 34 35 36 37 38 39 40
4 5 30 30 30 31 32 33 34 35 36 37 38 39
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
25 22 2 2 22 23 24 25 26 27 28 29 30 31 32
20 20 20 20 21 22 23 24 25 26 27 28 29 30
15 18 18 18 19 20 21 2 2 23 24 25 26 27 28
10 16 16 16 17 18 19 20 21 22 23 24 25 26
5 14 14 14 15 16 17 18 19 20 21 22 23 24
`Box D. Maximum allowed shade point height: 3 Z . ao feet old
h :'doalnanMvenarralsoiar. c h p
Revised 2/26196
- i ( 7°° 57
WILLAMETTE INDUSTRIES, INC.
Engineered Wood Products
E W P C A L C C O V E R S H E E T
Dalton Construction
Lot 44, Amesbury Heights
The attached calculations reflect the specific design
information and product determirtion for engineered wood products
manufactured by Willamette Indukries, Inc. The information noted
should be carefully examined and verified for the accuracy and
suitability of all design parameters and product selections.
The calculations are valid for constant depth StrucJoist or
WSI Joists, and StrucLam or Bohemia GluLam Beams. They reflect
products without notches (including "birdsmouth" bearings) or holes,
with the exception that holes per Willamette Industries, Inc. hole
charts are allowed in I- Joists. The products noted are intended for
interior use, normal temperatures and untreated applications.
The spans noted on the calculations reflect center to center
of required bearing (not clear spans). Products sloped over 3 " /ft
should be analyzed on the sloped length. The loads shown must be
appropriate for the selected duration of load. Beam and joist
weights must be included in the dead loads noted. Concentrated
loads are assumed to be applied to the top edge of the member.
Lateral loads are not considered.
The calculations assume the above products are laterally
braced as noted on each calculation and installed in accordance
with local building code requirements. Additionally Bohemia Glulams
must be installed per APA recommendations and I- Joists and StrucLam
must be correctly installed and supported per Willamette Industries,
Inc. recommendations. Roof joists and beams must be sloped per code
for adequate drainage.
When noted on the calculations, products continuous over a
support are designed for unbalanced live loads on adjacent and
alternate spans. Unbalanced live loads are reflected in maximum
shear, moments and live load deflections. Maximum design shear
reflects reductions for shear at "depth D" whtre appropriate.
************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Willamette Industries, Inc., Engineered Wood Products, EWPCALC software (version 2.01)
RAE
. 5 Authorized Willamette Industries Sales Representative
PROJECT : Dalton Construction JOB NO.:
DESIGNER: RAE DATE: 2/10/98 SHEET:
************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
MARK Beam over Bonus Room
PRODUCT LOADING (WITH TOTAL LOAD, SHEAR AND MOMENT DIAGRAMS)
W1 = 800 PLF DL = 160 PLF LL = 640 PLF
MAXIMUM SHEAR, MOMENT'AND DEFL (- INDICATES UP) DUE TO UNBALANCED LIVE LOADS:
DESIGN SHEAR = 5905 lbs (LEFT END OF SPAN TWO)
NEGATIVE MOMENT = -14774 ft -lbs (LEFT END OF SPAN TWO)
POSITIVE MOMENT = 13543 ft -lbs (SPAN TWO)
SPAN ONE DEFL (MAX DOWN) LL = 0.02" = L/3767 TL = 0.02" = L/5027
SPAN TWO DEFL (MAX DOWN) LL = 0.27" = L/ 628 TL = 0.33" = L/ 511
* ** USE TRIPLE 1.75 x 11.25 INCH StrucLam(2.OE) * **
( 100% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT)
ALLOWABLE SHEAR = 11220# EI X 10 "6 = 1245
ALLOW POS MOMENT = 27450'# ALLOW NEG MOMENT = 26940'#
MIN END BEARING LENGTH = 1.56 in. MIN CONTINUOUS BEARING LENGTH = 3.89 in.
CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE
************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
This calculation is valid only for the loads and spans noted, subject to notes on the attached EWPCALC COVERSREET.
141(21' )
1 1
• � I
I �
Y `fi
14'
6655#
689# I
1 -
------- I
4910# 4544#
12951' #
331' #
- 14774' #
Page No. 1 CASE HISTORY FOR CASE NO.: MST97 -0057
DALTON CONSTRUCTION INC
13130 SW ROCKINGHAM DR
•
06/05/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
MSTA005 Application received / / / / 03/04/97 PASS JSD 03/05/97 PHN
MSTA008 Permit Created / / / / 03/04/97 PASS DRA 03/04/97 DRA•
MSTA010 Check for prcl. restrict. / / / / / / Recorded plat not in file yet, do parcel MEMO 04/22/97 BT2
restriction check at_ post review. dra
MSTA012 Plans routed to Plans Examiner / / / / 03/05/97 PASS DRA 03/05/97 PHN
MSTA026 Plans approved by RPE / / / / 03/06/97 PASS RT 03/06/97 BT2
MSTA030 Reviewed plans routed to DSTS / / / / 04/22/97 PASS RT 04/22/97 BT2
MSTA032 DST Post- Review Completed / / / / 04/24/97 PASS B 04/24/97 BON
MSTA050 Hold for / / / / 04/02/98 hold c /o, missing inspections, sent JT 04/02/98 JT
final inspection slip back to ken, will
hold c/o until basement is compeleted
and confirmation that this permit is
okay to c/o
also I noted some inspection slips had
not been data entered, I sent a note to
ken.
MSTA080 (F) Ready to issue / / / / 04/24/97 PASS B 04/24/97 BON
MSTA092 (F) Issue combination permit / / / / 04/25/97 PASS B 04/25/97 DST
MSTA095 Issue plumbing signature form / / / / 04/25/97 PASS B 04/25/97 DST
MSTA095 Issue plumbing signature form / / / / 04/25/97 RECD JMT 04/02/98 JT
MSTA097 Issue electric signature form / / / / 04/25/97 RECD JMT 04/02/98 JT
MSTA202 Hold Release to Issued Statue / / / / 05/05/98 Inspections entered. However, final PASS JH 05/05/98 J•H
inspections required on both permits.
MSTA700 Erosion Contol / / / / / / 03/04/97 DRA
MSTA703 Grading Inspection / / / / 02/17/98 Grading okay - pass. Note extra dirt on PASS PI 02/17/98 J*H
•
aide of house not placed yet.
MSTA705 Footing Inap / / / / 04/28/97 # -1- provide engineering for suspended DIS KS 04/28/97 KBS
garage fl systenm
MSTA705 Footing Insp / / / / 04/29/97 # -1- see fdn notes A/N KS 04/30/97 KBS
MSTA706 Foundation Insp / / / / 04/29/97 # -1- general contractor will submit PASS KS 05/07/98 DGW.
revised plan for
suspended garage fl system from
structural eng,
/ / /originally entered as "as noted ",
changed to PASS for clarity...hap
• Page No. 2 CASE HISTORY FOR CASE NO.: MST97 -0057
DALTON CONSTRUCTION INC
•
13130 SW ROCKINGHAM DR
' 06/05/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
•
MSTA710 Post /Beam Structural / / / / / / 5/21/97 - 4:30PM Builder requested he be 05/07/98 DGW
allowed to continue sheathing floor
prior to this inspection, since the
crawl was 8'. I ok'ed. I was not aware
of prior approval by the inspector,
sorry if I caused a problem.
BobP -
MSTA710 Post /Beam Structural 04/02/98 / / 03/05/98 add piers at beam ends FAIL KS 04/02/98 JT
• gussets at each side of beam splices
slope grade to low point drain
no underfloor mechanical installed upper
portion
MSTA710 Post /Beam Structural / / / / 05/07/98 entered for clarity, as KS approved PASS KS 05/07/98 DGW
framing this date..hap
MSTA711 Poet /Beam Mechanical / / / / 07/29/97 PASS KS 05/07/98 DGW
MSTA713 Crawl Drain / / / / 06/26/97 PASS RAB 07/18/97 RAB
MSTA717 PLM /Underfloor / / / / 06/26/97 PASS RAB 07/18/97 RAB
MSTA720 Mechanical Insp / / / / 07/22/97 1. Provide clearance at b -vent. 2. FAIL KS 07/22/97 J *H
• Support vent at 3'0" o.c. intervals. 3.
Secure FS paper at fireplace. 4. Secure
fireplace. 5. Remove electrical cable at
b - vent above furnace. 6. Secure
insulation at heat ducts, wye's at attic
7. Vent exhaust fan ducts above roof
•
sheathing & secure.
MSTA720 Mechanical Insp / / / / 07/24/97.1. Dryer venting length excessive. FAIL RB 03/12/98 J *H
2. Exhaust fan seals.
3. Support duct work.
4. Hot water heater not yet installed.
5. Stub -out for AC unit noted.
MSTA720 Mechanical Insp / / / / 07/29/97 PASS KS 08/26/97 J *H
MSTA722 Plumb Top Out / / / / 06/26/97 Note: need insulation on horizontal PASS RAB 09/02/97 J *H
MSTA723 Electrical Service / / / / 07/18/97 Rough in okay, lv ok FAIL BRP 08/20/97 J *H
SERVICE ENTRANCE CONDUIT NOT APPROVED,
REFER TO PGE REQUIREMENTS.
Barrier box at fireplace okay, no fan
boxes, 1st. fl. mb 2nd fl
MSTA723 Electrical Service / / / '/ 11/10/97 PASS MJR 11/12/97 MJR
MSTA724 Electrical Rough In / / / / 07/18/97 PASS BRP 08/20/97 J *H
•
' Page No. 3 CASE HISTORY FOR CASE NO.: MST97 -0057
DALTON CONSTRUCTION INC
• 13130 SW ROCKINGHAM DR
06/05/98
Action Description Reg/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
MSTA725 Framing Inep / / / / 07/31/97 APPROVED AS NOTED: PASS KS 08/20/97 J*H
1. See attached letter from structural
engineer regarding suspended garage
floor system.
MSTA725 Framing Insp / / / / 07/21/97 1. Provide full bearing glulam beams at FAIL KS 08/20/97 J *H
garage header.
2. Strap trimmers to garage header (each
side).
3. Strap plates at glulam (each side).
4. Nail (each side of double microlam
hips & support at ridge.
• 5. Support under over notched rafter at
garage.
6. Fireblock floor line at garage.
7. Extend trimmers to header at french
door.
8. Strap each side of plates at living
room.
9. Strap plates at jacuzzi.
10. Support hips, valleys & ridge at mid
points.
11. Nail hips, jacks.
12. Support center wall at suspended
garage floor and at joist ends (each
side).
MSTA725 Framing Insp / / / / 07/29/97 1. Strap plates to glulam at garage FAIL KS 08/20/97 J*H
(middle).
2. Contractor will provide letter from
structural engineer, indicating approval
of suspended garage floor system.
•
MSTA726 Shear Wall Insp / / / / 07/23/97 1. MST straps #48 missed front and rear. FAIL KS 07/23/97 J *H
2. Nail shear panels per schedule.
3. Subsiding vertical joints need occur
- at stud.
4. Renail subsiding where nails missed
at studs.
5. Nail generic panels 6" o.c. & 12"
o .c.
MSTA726 Shear Wall Inep• / / / / 07/29/97 Shear walll approved. PASS KS 08/20/97 J*H
MSTA727 Low Voltage / / / / 10/17/97 see electrical final FAIL GS 10/21/97 J *H
MSTA728 Low Voltage / / / / 11/10/97 PASS MJR 11/12/97 MJR
' Page No. 4 CASE HISTORY FOR CASE NO.: MST97 -0057
DALTON CONSTRUCTION INC
13130 SW ROCKINGHAM DR
' 06/05/98
Action Description Req/ Schd/ End/ Action Notes Diep By Update Upd
Code Sent Done Done Date By
•
MSTA735 Gas Line Insp / / / / 07/24/97 23 /35 #, tage 323203 PASS RB 08/26/97 J*H
MSTA740 Insulation Insp / / / / 07/31/97 APPROVED AS NOTED: PASS KS 08/20/97 J *H
Adjust batt insulation at living room,
so not to restrict air flow install save
baffles between batt insulation and
plown.
MSTA745 Gyp Board Insp / / / / 08/05/97 # -1- backer board not installed at stall APP KS 08/05/97 KBS
shower will use wonder board
installation of ceramic tile
•
MSTA755 Rain drain Insp / / / / 05/07/97 need to run 4 '. out FAIL MS 05/08/97 MRS
MSTA755 Rain drain Insp / / / / 05/08/97 PASS MS 05/08/97 MRS
MSTA760 Water Line Insp / / / / 05/07/97 PASS MS 05/08/97 MRS
MSTA765 Appr /Sdwlk Insp / / / / 10/06/97 1) Install black ABS pipe for weep PASS MH 10/13/97 S•W
holes. OK to pour.
MSTA790 Electrical Final / / / / 10/17/97 1. Electrical meter too high above FAIL GS 10/21/97 J *H
finish grade. •
2. Light outside garage exterior main
door not working.
3. Complete screws in panel.
4. Where is light switch for living room
plugs?
5. Ground range exhaust fan box.
6. Outlet box for lay in upper hall bath
and master bath.
7. Upper hall smoke detector not
interconnected.
8. Laundry tub plug should be on
bathroom GFCI circuit.
MSTA790 Electrical Final / / / / 11/10/97 PASS MJR 11/12/97 MJR
MSTA795 Mechanical Final / / / / 11/13/97 # -1- see bldg final this date DIS KS 11/14/97 KBS
MSTA795 Mechanical Final 03/11/98 / / 03/11/98 Cancelled by request. FAIL KS 03/11/98 J•H
MSTA795 Mechanical Final 03/12/98 / / 03/12/98 PASS KS 03/12/98 J*H
MSTA797 Plumb Final / / / / 10/01/97 no hot water FAIL MS 10/01/97 MRS
MSTA797 Plumb Final / / / / 10/02/97 PASS MS 10/02/97 MRS
Page No. 5 CASE HISTORY FOR CASE NO.: MST97 -0057
DALTON CONSTRUCTION INC •
13130 SW ROCKINGHAM DR
06/05/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
MSTA799 Building Final / / / / 11/13/97 # -1- need final erosion app DIS KS 03/12/98 J +H
# -2- post insulation cert
# -3- supporting gas piping at horizontal
garage
#-4- secure insulation abov furnace
# -5- provide installation manual
projection of mantle above fireplace
# -6- extend insulation at storage rm to
bottom of fl cavity
# -7 -sway brace post supporting ext deck
# -8- support and seal kitchen exhaust
duct at crawl
# -9- attach insulation furnce plenum
crawl
# -10- provide drainage between garage
ftgs and crawl
# -11- need to locate low point drain
• also recover vapor as neded
# -12- remove wood debris crawl
# -13- a/c u it not installed # -14 slope
finish grade away from structure sides
rear
MSTA799 Building Final 03/11/98 / / 03/11/98 1. Final erosion control app FAIL KS 03/11/98 J *H
2. Need clearance at b -vent at garage
ceiling and seal voids, same location.
3. Secure insulation at furnace plenum.
4. Provide eight inches clearance
between exterior siding and grade.
5. Slope finish grade away from
structure at sides and rear.
6. NOTE: Separate building permit issued
for alteration at lower level (in
progress).
MSTA799 Building Final. 03/12/98 / / 03/12/98 Mech /Bldg final: PASS KS 03/12/98 J +H
AC unit not installed at this time.
Slope finish grade at sides to property
line, also at rear of structure.
Separate permit issued for lower level
alteration MST98 -0037.
•
MSTA960 (F) Issue Cert. of Occupancy / / / / 03/12/98 06/05/98 JT
•
• CITY OF TIGARD BUILDING INSPECTION DIVISION
24 -Hour Inspection Line: 639 -4175 Business Phone: 639 -4171
Date Requested: g-1 2 - A.M. P.M. MST: 97 00 57
Location: ___/ 3) 3 D `�p c i ,4..A_ yy BUP:
Tenant: Suite: Bldg: MEC:
Contractor: L - AJ Ci,- -j Phone: PLM:
Owner: Phone: ELC: .
ELR:
SIT:
BUILDING G (con PLUMBING CHANIC) ELECTRICAL SITE
Site Post/Beam Post/Beam Post/Beam Cover /Service Sewer /Storm
Footing Roof UndFI/Slab Rough -In Ceiling Water Line
Slab Framing Top Out Gas Line Rough -In UG Sprinkler
Foundation Insulation Sewer Hood/Duct Reconnect Vault
Bsmt Damp Drywall Storm Furnace Temp Service MISC.
Masonry Ceiling Rain Drain A/C UG Slab
Shear /Sheath Fire Spklr /Alm Crawl/Found Dr Heat Pump Low Volt
Approved •_ i v. Approved Approved
Appr /Sdw -ZXved Not Approved Not Appr. • . Not Approved Not Approved
Tee AL FINAL INA ) FINAL FINAL
liC A%% c'.-." t/ r Al s. 4 145,o @ - T2
a IJcre.,
t I S S . C., G l '.'... <9 "Cr
,A L - IJ � 7Q- &S 4 5 7 4 ',X 3
O Call for reinspectio O Reinspection fee of $ required before next O Unable to inspect
Inspector: Date: -zt ��v Page of