13456 SW HAWK'S BEARD STREET-3 .J
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13456 SW HAWWS BEARD
SUMMER CHEEK APTS
S'te & Clubhouses
ISOV� 1;A
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( :0MPAV '
May 12, 1998 FIL
Cop y
Mr. Darrel "Hap"Watkins
Inspection Supervisor
City of Tigard
13125 S.W. Hall
Tigard, OR 97223
RE: Phased Occupancy Approval
Svmmer Creek Village Apartments
1 3i 15(P 434--"S.W Hawksbeard Road
`TT Tigard, OR
Dear Mr. Watkins
As discussed in our meeting today, Bowen Development Company is requesting the City of Tigard
approve our proposal for a phased occupancy of the Summer Creek Village Apartments We have !
submitted drawings to you of the.phasing sequence which show how the ccrc �ar�rs-v / " /
segregated from the buildings and site sections approved for occupancy. SSur understanding is (OT
you will walk these dtawinge to engineering and planning for their review au d
We will be installing all landscaping to the sections prior to requesting phaaa:approval. All
phased sections will be within the approved tn.�r-imurn distance from existing fire hydrants.
We have scheduled Braun Intertec to inspect the installation of the site retaining wall installed at
the bioswale at 131" street today. We will uncover this area as ne.Aded to obtain approval.
If you have any questions or comments regarding the information in this letter,please call us at
(503)598-4522.
Sincerely,
BOWEN DEVELOPMENT COMPANY
Anthony J. ,ilvestnni
Project Manager
Dist: Darrel Watkins-City of Tigard-via fax and mail
File-section 0104'1-City or Tigard
Dennis Gaffney- Bowen Development Co.
Brent McMahon- Bowen Development Co.
\\bdc01'Vroj\users\tony\my documents-2-26-98\my documents\96-180kiivI\city ortigard\5-12-98-
^ityoRigardphaseplan.doc 1 or 2
12570 SAV Ili 0 Si6le 2000 'fil,nnl, llrel,om 97223 0 (50:0 .598-1522 poi r 0 (503) 5 08-0503 fax
Braun Interl!tec Corporation
BRAUN
6032 N.Cutter Circle, Ste. 4bC
P.O. Box 17126
I �!i E R 1 E C Porlland,Oregon 97217
FILE COPY 503. 1778 Fox: 289.1918
Eng,ieers and 5cientists Serving
the BL:It and Natural Environments
September 22, 1998
Mr Steve Roberts
Bowen Development
12570 SW 69th Suite 200
Tigard, Oregon
Dear Mr. Roberts:
Re: SPECIAL INSPECTION
Summer Creek Village Apartments
13456 SW Hawks l;eard
Tigard, Oregon
Permit No.: Site 9696-0032
This is to certify ti►at, in accordance with section 1701.3 of the State Building Code, we have
performed Special Inspection of the Site Grading and Compaction.
All inspections and tests were performed and reported according to the requiremen.s awl to the
hesi of any knowledge, the work was in acccrdat►ce with the approved plans and specilications of
the Stag Building Code and Standards.
Sincerely, _
4� M TM r-f 3r
William M. Weyrauch, P.E.
Vice President/Principal Engineer �.., 1eOON
wmw:syd <<i N 21. ti`s
m yl E t�
e; George Steele,City of Tigant
f:\groulis\ead x\nsa tsd a\final\ead x97.584
CITY OF TIGARD SOJIT�EWORK.
DEVELOPMENT SERVICES F-',FRMIT #PERMIT. : SIT96-1603c-:,
13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 . . . . . .
DATE ISSUED: 01/17/97
PARCEL: IS133DD-07400
SITE ADDRESS_ .- - <"Sw RAWKIS BLARD RD #61...81.4
SUBD I V I S T.ON. . . . c. ZONING: R-125
01 OCK. . . . . . . . 1-01.. . . . . . . . . . . . .
rypr-* OF' WORK - COM PAVING?. . . . . . . . . . y RE S0. NO. -
EX('-*V VOLUME: 0 cy GRADING?. . . . . . . . : y VALUE. . . $ : 629422
FILL. VOLUIIE: 0 1 ANDEWnrl I N(3?. . . . . y
FNG F11.L ). . . . . . y SITE PREP?. . . . . y
SOILS RPT RLQD?: y !3 roRm DRAINS?. . . . y
IMPERV SURFACE: 225913 s
Remarks : SITEWORK PFRIYITT ONLY: FOR GRADING, RETENTION, 0N.-SITE L-JILITIES,
PAVING, TRASH ENCLOSUREF, LANDSCAF-IING AND MTSC. IMPROVEMENTS TO 5I TE.
Owner-: FEES
BOWEN REAL ESTATE GROUP type amoLtnt by date r-ecpt
III SW 15,7+1 GUITE &2_'60 FjW11 $ 8557. 31 JMH 01/17/97 97-2891.36
PRMT $ 1758. 00 JMH 01/t7/97 97-289136
F--IORII_ANV OR 97204 5PCT $ (37, 90 Jh111 01./ 17 197 '.97--='891:36
Phone #% 274-8400 PILCK $ 1142. 70 JMH 01/17/97 97-289136
ER09 $ 220. 00 JMH 01 /17/97 97--i`.09136
Cont Tact or,: $ 71. 50 JMH 01/17/97 97--289136
BOWEN DEVELOPMENT CO ERPC $ 71. 50 JMH 01 /17/97 97-28913F
III FW FIFTH AVENUE, SUITE 2260
PORTLAND OR 97204
Phonp TONY $ 1. 1908. 91. TOTAI...
Req #. . , 074810
REOUIRET) INSPECTTONS
This permit is issued subject to the regulations contained in the Er,asion Cont i,ol
Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation Insp
applicable laws. All wor! will be done r, ac,--ordance with Fill Inspection
approved plans, This permit will expire if work is not started Brading Insp
w.thin 180 days of iss,lance, or if work is suspended for more Stv-m Drain Insp
than 180 days. Engineer-ed 1ji,adi
Final Inspection
Pei-mittee Signatt.o-p :
(lea" • t
Tsea
Ow!
Call. for inspertion 639-4175
y I"I
aaie +ial 12-Allin Permit_ApDlicati
City nf Tigard !�
13125 SW Hall Blvd_ of l?
Tigard, OR 97223
(503) 639-4171
:obsite Address: �jWJ+awk WUPtRD 1 _
Tenant: Suite a Offtp Use anht
' — Planck/Rea•
Valuation:
Owner. Re—AL. --442 i dmwwP Map & TL ft
Address 2�d1_ tr�jLL�'rZP 'iauif- _.._. A�Prgv�',4jj�aufAd
111I 5W5 ItVF. F-Q9U -&ML a!W4 Planning
Phone: _523 'L`(4 'B AW Engineering
nn Other
Contmetor. tLAAS- J )EV b LLP M 61I
Address- W-
1!5 5 45 W— �_ J iV� Ip 4
Tvpe of const 2
Occupancy class. ____ _
Phone: c=IS 10211 JAZ$ _ —_
Spnnklerod7 Yes No
Contractors :izense �—
(attach copy o/current Oregon lirense) Sq. ft of project
Contact name & phone: _ �At _- Story (1st. 2nd, etc )
Proposed use.
Arrhitect/Engineer: --P.A
Previous use.
Address
Note' Plumbirg a mechanical plans
must bp submitted at time of
Mudding permit application
JOB DESCRIPTION: ---J- !U"--—FAMI Uf `} Q-5 1 b9a EV V-- L'nF PSIEN�'__._�
Applicant S'gnature b hone number
r . l rel� �1 R
Received by. OetC eeNvee:--�-�_
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_ PROJECT 140.
FILE NO.
DATE
GEOTECHNICAL INVESTIGATION FOR THE
SUMMER CREEK VILLAGE APARTMENTS
S.W. HAWKS BEARD ROAD AT S.W. 135TH AVENUE
TIGARD, OREGON
i
Prelwed For:
i
Bowen Development Company
1-4075 S.W. Koll Parkway, Suite H
Portland, Oregon 97006
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( DAVID J. NEWTON ASSOCIATES, INC.
t
PROJECT NO.
FILE NO.
DATE
I
GEOTECHNICAL INVESTIGA770N FOR 77IF,
SUMMER CREEK VILLAGE Al AR'TMENTS
S.W. HAWKS BEARD ROAD AT S.W. 135TH AVENUE
TIGARD, OREGON
I
f �
Premed For
i
Bowen Development Company
15075 S.W. Koll Parkway, Suite H
Portland, Oregon 97006
I
1 .
DAVID J. NEWTON ASSOCIATES, INC.
l
L
DAVID J. NEWTON ASSOCINFES
I N L U A P 0 P A r E D
r^ Civil and Geological Engineering Services
March 2.2, 1996
Project No. 546-131
Mr. Brent McMahon
Bowen Development Company
r, 15075 S.W. Koll Parkway, Suite H
I Portland, Oregon 97006
GEOTECHNICAL INVESTIGATION FOR I HE
SUMMER CREEK VILLAGE APARTMENTS
S.W. HAWKS BEARD ROAD AT S.W. 135TH AVENUE
TIGARD, OREGOI I
l
Dear Mr. McM. Pbon:
David J. TIewton Associates, Inc. (DNA) is pleased to provide you with the results of our
geotechnical investigation for the proposed Summer Creek Village Apartments. This study was
performed in acco;dance with our agreement dated March 5, 1996.
t ,
PURPOSE AND SCOPE OF INVESTIGATION
The purpose of out investigation was to evaluate general surface and subsurface conditions at the
project site in order to provide site preparation, grading, and foundation recommendations for the
construction of the apartments. This report has been prepared for Bowen L`evelopment Company
and your consultants for use during project design and construction, and presents conclusions and
r
recommendations regarding:
I General subsurface conditions,
• Depth to groundwater, as encountered to our test pits;
• Site rreparation, earthwork and placemen; of engineered fill,
• Types and depths of foundations;
. Allowable, foundation bearing pressures;
• Estimates of total slid differential settlements;
• UBC seismic site coefficient;
• Lateral earth pressures for retaining walls;
L1201 S W 12th Ave..Suite 4001 • Portland,Oregon 97205 • (503)228-7718 FAX 228-7781
Frioneenng 8 Geological Pnnciplen Applied to Fnvuonmental brairmae.Civil Works A Privel '^velopr^ent Projects
Pnnled')n recycled pnper
L
C DAVID J. NEWTON ASSOCIATES
i N C 0 a r O A A 1 E U
I w • Civil 8111 Geological Engineering Services
March 22, 1996
Project No. 546-131
l Mr. Brent McMahon
t Bowen Development Company
15075 S.W. Koll Parkway, Suite H
fPortland, Oregon 97006
(. GEOTECHNICAL INVESTIGATION FOR THE
SUMMER CREEK VILLAGE APARTMENT'S
S.W. HAWKS BEARD ROAD A'I'S.W. 135 ' AVENUE
'TIGARD, OREGON
Dear Mr. McMahon:
fDavid J. Newton Associates, Inc. (DNA) is pleased to provide you with the results of our
geotechnical investigation for the proposed Summer Creek Village Apartments. This study was
performed in accordance with our agreement dated March 5, 1996.
f �
PURPOSE AND SCOPE OF 1NVES'T1GATION
The purpose of our investigation was to evaluate general surface and subsurface conditions at the
project site in order to provide site preparation, grading, and foundation recommendations for the ,
construction of the apartments. This report has been prepared for Bowen Develepment Company
and your consultants for use during project design and construction, and presents conclusions and
l recommendations regarding:
Genera] subsurface conditions,
t
• Depth to groundwater, as encountered in our test pits;
• Site preparat;an, earthwork and placement of engineered fill;
t Types ana depths of foundations;
- Allowable foundation bearing pressures;
Estimates of total and differential settlements;
• LJBC seismic site ce_tficient;
• Lateral earth pressures for t etaining walls;
L1201 SW 12th Ave..Suite 4tDJ • Portland,Oregon 97205 • (503)228-7718 • FAX 228-7781
pnpmeemig d Geolopiral Pnncinles.Applied to E^---mental,Drarnaoc,Civil Works A hnvate G,vooprneni Protpos
Printed on rt+cycled peoer
L
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Project No. 546-131 Page 2
• Fuiction coefficient to resist lateral sliding;
• Slab-on-grade floors; and
1 Pavement design for asphalt concrete parking areas.
1, The scope of our services included excavating 9 test pits, testing selected soil samples, performing
geotechnical engineerin;3 analyses, and preparing this report.
r DESCRU TION OF THE PROJECT
1 .
To aid us in our study, we have discussed the project with RAR Architecis. In addition, we have
reviewed the site Crading Pian prepared by r avid Evans and Associates, Mc., dated February 12,
f 1996, and the Site Flan prepared by RAR Architects, dated Januar)- 26, 1996.
' The proposed Summer Creek Village Apartments are located at the Southeast corner of the
i proposed Southwest Hawks Beard Road and Southwest 135th Avenue in Tigard, Oregon (Figure
I). The development is to consist of 18 apartment buildings, a clubhouse with a pool, and asphalt
I concrete driveways and parking areas. We anticipate that 'he apartments will be 2- and 3-story,
L.. wood-framed structr.ures. Four of the buildings will be constructed along the south property line,
adjacent to the wetland setback Foundation loads not been provided to us, but are
anticipated to be typical for this type of construction. Grading will requiu� fills up to 8 feet while `
cuts will be minimal. Utility excavations are anticipated to be less than 6 feet depth.
FIELD AND LABORATORY INVESTIGATIONS
Our field investigation consisted of excavating 9 test pits and collecting soil samples on March 6,
1996. The test pits were excavated to depths of between 4 and 14 feet at the approximate
locations shown on the Site Plan (Figure 2). In addition, nw-orous excavations made by W.A.
Jones in the on-site soil stockpile were observed. A sack sample of the stockpile soils was
obtained.
The test pits were observed and logged by a E�otechnical ;ngincer from our firm. Soil samples
l . were collected and brought tc our office for examination and testing.
Final logs of the test pits are presented in Appendix A. The descriptions on the logs are based on
L field logs, sample inspection, and laboratory test results. Results of laboratory tests are shown at
the corresponding sample locations on the test pit logs and in Appendix B. The field investigation
and laboratory testing programs are discussed in Appendices A and B.
i
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Project :No. 546-131 Page 3
SITE CONDITIONS
Surface Conditions
The rectangular 9 acre parcel is c u rently undeveloped and vegetated with weeds. Scatter
I
deciduous and evergreen trees grow along the south and east edges of the property.
Site grading was previously performed ort the site to construct buildin, pads and roads A soil
stockpile about 14 feet high is located along S.W. 135th Avenue.
The property gently slopes down to the south. Topographic, relief across the site is approximately
i '8 feet. There is an approximately 6- to 8-foot high slope inclined at up to a 1:1
(horizontal vertical) along the lout'-, property lire.
jThe surrounding area consists cif Summer Creek to the south, two single-family residences to the
west, undeveloped property to the norLn, aiA a single-family residential development to the east.
Subsurface Conditions
The site is mantled by variable depths of man-made fill and is underlain by Pleistocene Willamette
Silts. Each of these soil units is discussed in the following paragraphs in otr er of youngest to
oldest. '
Man-Made Fill
Previous grading of the site created 1'/s to 7 feet of man-made fill across much of the site. As
encouuteied in the test pits, these fill soils typically consisted of firm to stiff silts With the
exception of Test Pit 5, the original topsoil appears to have been stripro-d prior to placing the fill.
Measured moisture contents in the man-made fills ranged from 21 l:e�cent ;o 31, percent, and
averaged of 27 percent.
A stockpile of fill soil up to 14 feet high is located on the west side of the site. Excavations in the
soil stockpile generally encountered very moist to wet, clayey to sandy silts wr;h some organics.
The measured moisture content of two soil samples was 26 and :17 percent. The optimum
compacted moisture content of one soil sample taken from the stockpile was 17.5 percent
I
Project No. 546-131 Page 4
Willamette Silts
These fine grained sediments were deposited in the Tualatin Valley at least 15,000 years ago
during catastrophic flooding of the Columbia river. As encount-red in our test pits, these
deposits consisted of tan silts of low plash^ity The consistency of the silts was generally firm to
fstiff.
The moisture contents of 7 samples of the silt soils ranged from 21 percent to 37 percent, and
averaged 32 percent. A sample of the silt soils in Test Pit 9 indicates that the optimum moisture
content for compaction of the silts is about 25 percent..
lT Groundwater
Groundwater seepage was encountered at depths of 2'/2 to 7 feet during our field work on March
6, 1996. This groundwater was perched at the interface of the fill soils and the underlying native
silts.
• CONCLUSIONIP A;vD RECOMMENDATIONS
( Our review of pertinent available geologic literature and the results of our field and laboratory
investigations indicate that the site is suitable for the proposed development provided +.hat the
recommendations presented in the following sections are complied with o
The conclusions and recommendations presented in this report are based on the information
provided to us, results of the field studies, engineering analyses, and professional judgment. We
have observed only a smali portion of the pertinent soil and groundwater conditions. The
recommendations made are based or, the assumption that soil conditions do not deviate
appreciably from those found during the field investigation if the plans for site development are
[ changed, or if-variations or unarticipated geotechi ' -al conditions are encountered during
construction, we should be consulted for further recommendations.
i Site Characteristics
I The field tnvcstigation revealed that the site is generally mantled by 11/2 to 7 feet of fill soils and is
l . underlain by firm to stiff silts. A soil stockpile located on the west end of the site consists of on-
site silts with some organics. As exposed in the excavations, the stockpile soils appear to suitable
( for use as structural H once t!iev have been allowed to dry.
l_
The on-site silt soils are moisture seasitive. At the time of our field work, the moisture content of
the on-site soils were approximately 10 to 12 percent above the o"!;mum moisture content for
compaction. We recommend thai site grading be conducted during the relatively dry summer
months when the on-site soils can be aerated and dried.
r
Project No. 546-131 Page 5
The proposed anartme it buildings can be supported on conventional foundations bearing on
undisturbed native silt soils or on properly compacted structural fill. The existing fill soils appear
to have been compacted when they were construmed. However, as no documentation of
compaction is available, we recommend that the compaction of the existing fills be evaluated on a
building by building basic during construction.
I
Groundwalmr-
r
Groundwater seepage is likely to be perched at the interface of the fill soils and the underlying
native silts during wet weather It is our opinion that underground utility ei;cavations can he
dewatered using standard sump and pump dewatering techniques. We recommend that site
. utilities b-� installed during the drier summer and fall months.
Site Preparation and Earthwork
The sib soils on the site are extremely sensitive to moisture content. When wet, these soils are
I easi;y disturbed, rutted and weakened by construction activity. if at all possible, site clearing and
construction of roads and utilities should be performed during the drier summer and fall months.
DNA should review the gracing plans and specifications prior to final design.
Clearing and Grubbing '
We recommend that the ground surface within building and pavement areas be stripped of
vegetation, surface organics, and loose surface soils. Based on the results of the test pits,
stripping should generally be done to a depth of approximately 4 to 6 inches. Some areas of the
site may require shallower or deeper stripping to remove soils with significant amounts of
r organics. 7 he loose, organic topsails may either be hauled off the site or stockpiled and used in
landscape areas. Areas of soft subgrade identified during the clearing and grubbing operations
should be re•,noved and replaced with sttiuctural fill. Clearing and grubbing during the wet spring
months shou'd be made using large excavators and low-contact-pressure dozers rather than
scrapers.
Abandoned underground utilities and unsuitable surface debris should be excavated, stockpiled
i and hauled off the site. Excavations that are required to remove any buried structures should be
shaped with 1:1 (h:v) side slepes and then backfilled to grade with properly compacted structural
fill.
Tree removal should include removing the root ball. Roots larger, than ! inch in diameter should
be removed from under buiiding and pavement areas. Any loosened soils in building and
pa-ement areas should '!,e removed and replaced with properly compacted structural fill.
Project No. 546 131 Page 6
We recommend :het a geotechnical engineer periodically observe the clearing and grubbing
operations. Before placing structural fill, building pad and pavement areas should be proof-rolled
vAth a loaded 10 cubic-yard dump truck. Any soft spots or pumping areas should be excavated
and replaced with properly compacted structural fill.
` Granular Working Pads
We recommend that construction traffic be limited to movement on granular working pads if
construction must occur during wet weather. We recommend that haul roads and other high use
traffic areas be protected by at least 18 to 24 inches of 3-inch-minas crushed rock underlain by a
06, Mirafi 690X, or equivalent. Granular working pad and
woven geotextile, such as Amoco 20
i haul road costs will be reduced if site grading is performed during the drier months of the year.
The grading contractor should plan the site grading operations, and construction of the granular
working pads, such that construction t.affic on the silt is minimized All mass excavations should
be made so as not to disturb building and pavement sub jrade soils. r` subgrade soils are
disturbed during the clearing operat;ons, the sofiened soils :Iv),,',d be over-excavated and replaced
with structural fill placed and compacted as discussed in the followin;, section.
Structural Fill
On site or imported, organic-free soils approved by the geotechnical engineer may be used to
construct structural fills. However fine grained soils are sensitive to moisture content and can be
placed only during the dry summer and fall months During the wet spring months, structural fins
may creed to be constructed usipg imponed, granular materials.
l
We recommend that the imported granular fill for wet weather construction consist of sand or
gravel containing no rocks or hard lumps greater than 3 in-hes in maximum dimension and v it1:
no more than 5 percent material finer than the No. 200 sieve (washed analysis).
The first lift of granular fill placed over the silt subgrade should be on the order of 12 to 18 inches
thick prior to compaction. Subsequent lifts should be no more than 9 inches thick before
compaction. if the granular fill meets the grain size requirements of ASTM Test Method D 698-
91 (Standard Proctor), then the fill should be compacted to at least 95 percent of the maximum
dry density determined by AS rM r► 699-91.
Pre iect No. 546-131 page 7
During dry weather construction, approvod; organic-free, fine grained soils may be used to
construct structural fills. The fills should be placed in maximum 9-inch thick, loose lifts and
compactee to at least 95 percent of ASTM D 698-91 using rubber tire or sheepsfoot rollers. The
moisture Lantent of fine grained soils should be within 3 percent of optimum moisture at the time
of placement. It is anticipated that aeration and drying of the on-site silt soils will be required to
1 meet the above moistu-e requirements during all times of the year.
Pavement Subgrade
During wet weather construction, ph..;ment subgrarre should consist of undisturbed native silt
soils cut to a depth that will allow use of a thicker aggregate base section. Construction
equipment should be kept off the excavated soils.
t During dry weather, the native silt soils may be scarified and compacted so that a thinner, dry
i weather pavement section may be used. The top 12 inches of silt subgrade should be scarified,
moisture conditioned and compacted to at least 95 percent of the maximum dry density
t ' determined in accordance with ASTI14 D 698-91 (Standar) Proctor). After compaction, all
pavement areas should be proof-rolled with a loaded 10 cubic-yard dump truck to identify any
soft or loose area,. Weak areas that are identified should be excavated to fine :materials and
replaced with structural fill.
We recommend that a i, technical engineer observe the pavement subgrade soils prior to
placement of aggregate base.
Utility Trenches
On-Cite soils can bn used as utility trench !,c:kfill during dry weather in areas located away from
building pads and pavements. On-site soil fills should be placed as discussed above for structural
fills.
Only imported granular soils should be used as utility trench backfill during wet weather and in
building pad and pavement areas. Imported granular trench backfill should consist of sand, sand
and gravel, or crushed rock with a maximum particle size of 1 i/2 inches and not more than 5
percent material passing the No. 200 sieve (washed analysis). The granular backfill shouli be
placed in maximum 12-inch thick loose lifts and compacted to at least 95 percent of AS TM D
698-91 using vibratory plate compactors attached to backhoes.
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Project No. 546-131 Page 8
Cut and Fill Slopes
Temporary and permanent slopes for this project must meet oil applicable government safety
regulations. Temporary cut slopes greater than 4 feet in height should be inclined no steeper than
( ' 1:1 (h:v) from the top of the slope to the excavation bottom. Flatter temporary cut slopes may be
I , required depending upon local variations in soil conditions. All permanent cut and fill slopes
should not exceed 2.1.
Periodic maintenance of slopes inclined as steep as 2:1 may be required, including rebuilding the
outer 2 to 4 feet. It has been our experience that cut and fill slopes in these silty soils are
r articular) susceptible to shallow sloe sloughing. Sloughing of slopes can be reduced b
particularly P P B 8• (� B P � Y
decreasing the slope angle, by planting both shallow- and deep-rooted vegetation, and by
designing site grades so that drainage viater is directed awpy from the top of slopes.
Due to the fine-grained nature of the o: oils, cut and fill slopes will be extremely susceptible
to erosion. As soon as possible follow . ;onstruction, all slopes should t,! covered with suitable
1 erreion protection, such as planted ve f, .ation, sprayed hydro-seed, mulch or pre-fabricated
erosion-control blankets.
foundations
The proposed structures can be supported on conventional foundations bearing on undisturbed
native silt soils or on structural fill. We recommend that spread and continuous footings be
designed for an allowable soil bearing pressure of 2,000 psf(dead plus live loads). The allowable
r bearing pressure may be increased by one-third for loads that include wind and seismic forces.
During wet weather, a 3-inch layer of 3/4-inch minus crushed rock should be placed on the
bottom of the footing excavations to redo►le disturbance of the silty soils. This crushed rock layer
should be lightly compacted.
The bottoms of all footings should be located at least 18 inches below lowest adjacent grade.
Continuous and spread footings should have minimum widths of 18 and 24 inches, respectively.
All footings should be reinforced as specified by the structural engineer.
l
We recommend that the bottom outside edge of foundations be located no clo,,er than 8 feet to
the top of any cut or fill slopes. If this situation cannot be avoided, the footinf; should be
deepened based on review by the geotechnical engineer.
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Project No. 546-131 Page 9
DNA should review the foundation plans to verify that our recommendations have been properly
interpreted and incorporated in the project documents. In addition DNA should observe all
l footing excavations prior to the contractor placing the steel or concrete. The purpose of this
work is to evaluate whether actual soil conditions are similar to those encountered in our borings
or whether design changes need to be made.
f
Estimated Foundation Settlements
r
We estimate that total settlements of footings designed in accordance with our recommendations
will be about I inch or less. Differential settlements are estimated to be one half the total
settlements.
I .
UBC Seismic Coefficient
The current edition of the UBC planes the site in seismic zone 3, which has a seismic zone factor
of 0.3. Based on our interpretation of site geology, the soil conditions at this site are most similar
to UBC soil type S, with a site factor of 1.5.
t .
Retaining Walls
Cantilever retaining walls up to 10 feet in height should be desi +rid to rftst lateral earth
pressures calculated using a minimum equivalent fluid weight 040 poufids per cubic foot. ,
Cantilever conditions apply to walls capable of horizontal movements of at least 0.00211 at the top
of the wall, where H is the height of the wall. If these conditions are not satisfied, thea restrained
conditions should be used.
t .
We recommend that restrained retaining walls up to 10 feet in height be designed to -esist an at-
rest lateral earth pressure calculated using a minimum equivalent weight of 40 pounds per cubic
foot plus a uniform pressure of l OH, -where H is the height of the wall.
These design pressures are based on the assumption that the walls %,.'.II be backfilled with a clean
granular soil within an imaginary 1 horizontal to 1 vertical plane extending up and out from the
base of the wall; there will be no surcharge loads, such as adjacent footings, acting on the walls;
the walls will be pro,rided with drainage systems to prevent the buildup of hydrostatic pressures;
the granular backfill mill be compacted to 90 percent of ASTM D 698-91; and only hand operated
compaction c.;�nient will be used within 5 feet of the waiis.
Project No. 546-131 Page 10
Lateral Resistance
In calculating frictional resistance to lateral loads, we recommend using 0 35 as the allowab, -
coefficient of friction between the base of the footing and the underlying silty soils as long as
passive lateral resistance is not also used for design. The coefficient of frit tion can be increased
to 0.45 if a 3-inch layer of 3/4-inch minus crushed rock is placed on the footing subgrade. If
combined frictional and passive lateral resistance are used for design, we recommend using a
i coefficient of friction of 0.2 when silt soils are exposed in the bottom of the footings and 0.' when
gravel is placed in the bottom of the footings.
j To provide passive resistance to lateral lnadc we recommend that an equivalent fluid weight of
l 350 pcf be used to calculate the lateral re.ab,ance of footings and shear keys poured neat against
native soils. The upper 12 inches of soil in areas not protected by floor slabs or pavements should
not bp included in design for passive resistance to lateral loads. The lateral pressure
I recommendation is based on the assumption that the ground surface adjacent to the footings is
horizontal for a minimum distance of 10 feet from the face of the footing or three tim'-s the height
I of the surface generating passive pressure, whichever is greater.
Drainage
We recommend that positive measures be taken to properly finish grade the site so that drainage
waters from the building and parking areas and adjacent properties are directed away from the
building foundations, floor slabs and pavement subgrade. All roof and pavement drainage should
be directed into conduits that carry runoff water away from buildings. A minimum ground slope
of 3 percent is recommended in wipaved areas and 1 percent in paved areas.
We recommend that foundation drains be installed around the perimeters of the struchires where
the floor slab is below the adjacent outside grade, and at the base of all retaining walls.
Foundation drains should consist of at least a 4-inch perforated PVA' pipe surrounded on all sides
by a minimum of 6 inches of 3/4-inch-minus, washed rock. The washed rock should be wrapped
in a nonwoven geotextile such as Mirafi i40N, Amoco 4504, or equivalent. Roof and surface
drainage should not be connected to the foundation drains.
Floor Slabs
l
We recommend that the slab-on-grade floor be designed using an allowable modulus of subgrade
reaction of up to 150 pci. The subgrade soils must be in a firm, roan-yielding condition at the time
of slab construction. Any soft areas encountered should be excavated and replaced with
structural fill.
Project No. 546-131 Page 11
A capillary break consisting of at least 4 inches of clean gravel should be placed underneath the
floor slab. The gravel should consist of 1/4- 3/4-inch rock with no more tha:!. 2 percent passing
the No. 200 sieve (washed analysis). Suitable material is PCC coarse aggregate specified in
Section 02690.20 of the Oregon Department of Transportation "Standard Specifications for
Highway Construction" (1991 edition).
If the slab will be covered by moisture-sensitive material, we recommend that a vapor barrier be
placed below the slab and above the grovel rapillary break. The membrane should be at least 4-
mil thick, cross-laminated, high density polyethylene sheeting with a perm rating of 0.05 U S.
Nei skis or less, and a tensile stn-noth of at least 6,000 pounds per square inch. Locally available
vapor barriers that meet these specifications include Rufco 400SSB by Raven Industries and 1 u-
Tuf by Sto-Cote Products, Inc.
The vapor barrier may be placed directly on the crushed rock capillary break, but should be
I covered with at least 2 inches of clean sand. The sand will help protect the barrier and will allow
some moisture loss through the bottom of the slab to reduce warping in the curing process.
it is our experience that concrete slabs-on-grade commonly exhibit shrinkage cracks despite the
presence of steel reinforcing or fiber strands. 7 is cracking can be reduced by using low slump
concrete, properly designed and constructed joints, and by properly curing the concrete.
Parking Lot Pavements
Based on our general experience with similar soils, we recommend passenger car parking areas be
paved with 3 inches of Class C asphalt concrete on 6 inches of 3/4-inch minus crushed aggregate
base material. Access areas that will support occasional garbage trucks and moving vans should
be paved with 3 inches of asphalt on 12 inches of 3/4-inch minus crushed aggregate base rr,tterial.
These 1 mens sections assume the soil subgrade consists of on-site silty soils and the too 12
in,,t-s is .ompacted to at least 95 percent of the maximum dry, density determined by A_S fM D
698-91 (Standard Proctor). Pavement areas should be proof-rolled with a loaded 10 cubic-yard
dump truck before placement of crushed rock base material. Any areas containing soft or loose
soils should be excavated to firm soil and replaced with compactCd granular fill soils.
The pavement section presented is based on the assumption that construction will or,;ur during
the drier, summer or fall months. An alternative., thicker pavement section may be required if
paving occurs during rainy weather when compaction of the soil subgrade is impossible. For this
case, we recommend the crushed base material be increased to 12 inches in car parking areas and
18 inches in main access areas All the crushed rock material should be underlain by a woven
geotextile such as Amoco 2006, Mirafi 60CX, or equivalent.
Project No. 546-131 Page 12
We recommend that all parking lot pavements be designed with a crown in the center or to slope
uniformly to one side or the other. Concave parking lots with a center drain swale should be
avoided due to the tendency for irrigation water and precipitation water to migrate to this low
spot and saturate the subgrade soils and base rock. If landscape berms slope down to parking
I lots, consideration should be given to installing fi-ench drain cut-off trenches to prevent water
from migrating underneath and damaging pavement.
CLOSURE
The conclusions and recommendations Ntescated in this mpolL nic based on the information
provided to us, results of the field and laboratory studies, analyses, and professional judgment.
We have observed only a very small portion of the pertine,:; soil and groundwater conditions.
The recommendations made are based on the assumption that soil conditions do not deviate
appreciably from those found during the field investigations.
i
Geotechnical review is of paramount importance in engineering practice. The poor performance
of many foundations has been attributed to inadequate construction review. On-site grading and
earthwork should be observed and, where necessary, tested by a qualified geotechnical
engineering firm to verify compliance with the recommendations contained in this report.
Fcundation excavations should also be observed to compare the generalized site conditions
assumed in this repert with those found on the site at the time of constriction. If the plans for site
development are changed, or if variations or undesirable geotechnical conditions are encountered
during construction, the geotechnical engineer should be consulted for further recommendations.
This report is issued with the understanding that it is the re-,ponsibility of the owner, or of the
Owner's representative, to ensure that the information and recommendations contained in this
report are brought to the attention of the architect and engineer for the project and incorliorated
in the plans, and the necessary steps are taken to see that the contractor and subc,)ntractors carry
out such recommendations in the field
We recommend that the pro, ct geotechnical engineer be given the opportunity to review the
geotechnical aspects of the grading and foundation plans and specifications prior to constriction
to verify that the intent of our recommendations is incorporated into the final design.
Geotechnical engineering and the geologic sciences are characterized by uncertainty. Professional
judgments presented are based partly on our understanding of the proposed construction, and
partly on our general experience. Our engineering and geology work and judgments rendered
meet currrat professional standards, no other warrarities, either expressed or implied, are made
Project No. 546-131 Page 13
We look forward to continuing working with you on this project. If you have any questions, or if
we can be of further service, please give us a call.
Sincerely,
DAVID J. NEWTON ASSOCIATES, INC.
Q f C� iNC'ItJE�9 i0�
w i it9 9r
O
13507 P9 Z-11'1 F
J
John N. Cunningham,P. Lloyd i z�
Project Geotechnical E er o�pM Staff G to r
1 ��'�� �� coyQ J.gti�
Attachments EXPIRES' J.L-31J�
N, CUNN��
(S) addressee
(1) Gary Darling, David Evans and Associates
(1) Scott Reiter, RAR Architects, Inc.
►une 19, 1996 CITY OF TIGARD
RAR Architects
34 NW 1st Ave #206 OREGON
Portland, OR 97209
RE: Summer Creek Village Building Plan Review
SW Hawk's Beard ltd
PC#: 3-182C BUP#: 9;=*=
Submittal documents for the above referenced project have been reviewed for
conformance with the applicable 1996 Oregon Specialty Codes and other applicable
codes ana sLindards. The following comments are noted:
•��i�•.' F' �r�..,erg 4"/,'.' '!:1 .v:i.!
1. Sizing of all storm drain piping shall be determined by UPSC Table 11-2. If an
e-i-i7„ered system is to be used in lieu of Table 11-2, two sets of stamped plans
and the hydrodynamic calculation must be submitted for review and approval.
2. What is the total cubic yardage of site excavation?
3. What is the total cubic yardage of fill? f
A. Fill placed on property which is to supp- -t the foundation of any building
shall be placed in accordance with accepted engineering practice. Submit a
soils investigation report and a report from an approved testing agency of
satisfactory placement of fill [Section 2903, and City Ordinarce 42241.
B. The soil investigative report shall address the numerous soft spots
throughout the site created by the removal of stumps and subsequent
backfill.
4. The propose,i sanitary sewer piping at a slope of.004 is less than permitted by
OPSC, Table 7-5 (Note 5) and Section 708.0. Redesign the system so that the
slope is not less than one per-ent, after having obtained the appro%a] of Mike
Sheehan, Plumbing Inspector. Submit revised plans.
175 SW Hell Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 --- --- ---- --�
i
Sun►.nerCreek Village Building Plan Review
PC#:3-182C B(JP#:96-0228
Page #2 -
A
1. At least one accessible route shall be provided within the boundary of the site
from public transportation, public streets or sidewalks to all buildings and
accessible site facilities [OSSC:, Secti an 1103.1]. Submit revised plans with the
route well defined and detai:s of all curb r.amps. crossings, and signage.
Please submit three copies of revised submittal documents and a letter indicating your
response to the above comments for review. Please call me at (503)639-4171 if you have
any questions.
Sincerely,
4, Jhn Funk
PLANS EXAMINER
i:ci tyvn de\rnrb u p.&c
CITY OF TIGARD
September 12, 1996
OREGON
RAR Architects
34 NW 1 st Avenue, Suite 206
Portland, OR 9•1209
RE: Summer Creek(Site) Building Plan Review
SW Hawk's Beard Road
;rt���
PC#: 3-182c BUP#: 9 - 8
Submittal documents for the above rc'erenced project have been reviewed for
conformance with the applicable 1996 Oregon Specialty Codes and other applicable
codes and standards. The following comments are noted:
Provide three (3) sets of revised Sheet A1.1 and A1.2 showing the correction for
the accesE:ble route with',r. the site.
A. When more than ot.e building is located on a site, accessible routes shall
be provided between buildings and accessible site facilities, An
accessible route shall connect to the public way [OSSC, Section 1103.11.
Provide walkways, curbs, and ramps in accordance with OSSC, Section
1103.2 (Design and Construction).
1. The F.D C. (Fire Department Connections) shall be located within 70 feet of a
fire hydrant [TVF&R]. Sheet C-4 shall be revised to show locations.
Please submit three copies of revised submittal documents and a letter indicating your
response to the above comments for review. Please call me at (503) 639-4171 if you
have any questions.
SincQrely,
Jim Funk
PLANS EXAMINER
I\c17"WrDE\Pc3-1e2c.a0c f't.-.�7T / r{^t,17• �/"i i�7 df(,(
PS
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 ---
CITY QF TIGARD
DEVELOPMENT SERVICES
13125 SW RESTRICTED Hall Blvd., Tigard,OR 97223 (503)639.4171 R I CAL PERMIT
T FSE -
ENERGY
r PERMIT #: ELR98--002x;
�� `/' DATE ISSIJED: 02/03/98
FARCE[- : 15133DB--07400
SITE ADDRESS. . . : 1. 3E, SW HAWK' S BFARD ST
SI.IBD I V 15 I(IN. . . . : ZfJN I NG:R-25
H1-.00K. . . . . . . . . . . LOT. . . . . . . . . . . . . . .TURISDICTN: TIG
ProJer.t De?srr^iption: Add signal circuit or limiced energy panel, alteration or
extension to existing clubhouse.
A. RESI DENT I AI....------------ P. COMMERC I
AUDIO R STEREO. . . : ALJDIO R STEREO. . : INTERCOM R PAGING. . :
BLJRGLAR AL-ARM. . . . : BOILER. . . . . . . . . . : L.ANDSCAPE/IRRIGAT. . :
BARAGE OFTENER. . . . . C:L_OCV. . . . . . . . . . . . MEDICAL.. . . . . . . . . . . . .
HVA[.. . . . . . . . . . . . .. . DATA/TEL._E COMM. . . NI.IRSE CALI_.S. . . . . . . . .
VACI_IL1M SYSTEM. . . . : FIRE ALARM. . . . . . : OLJTDOOR LANDSC I-ITE:
OTHER: : : HVAT.:. . . . . . . . . . . . : PROTECTIVE SIGNAL_ :
I NSTRI.IME NTAT I ON. : OTHE R. . :l_ I M—FNE RGY: : X
TOTAL. # OF YSTEMS: 1
Owner:
BOWEN DEVELOPMENT type amoLknt by date rPcpt
1. 1. 1 SW 5TH SLJITE 2260 PRMT 0 40. 00 GEO 02,/03/98 98-301-819
PORTI-AND OR 97204 5PC:T $ 2. 00 GEO 02/03/98 98-302819
Phone #: 274-8400
Contractor-,:
FARWEST ELECTRIC INC $ 417% 00 TOTAL
7402 NE 189TH AVE:
— ---_- REOU I RE D INSPECTIONS
---- --
VANCOLIVFR WA 98682 l-ow Voltage Insp
Phone #: 360—S92-102c- Elect' 1 Final
Reg #. . 000623
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and -.11 other
applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not startee within 180
days of issuance, or if wu R is suspended for more than 188 days. ATTENTION: Oregon law rctiuires you to follow rule adspted by the
Oregon Utility Notification Center. Those rules are set forth in OAR 952 801-eN10 through OAR 952481-0088. You m?y obtain copies of
these rules or direct quest 7s Jo OUj -1967.;
T e d L. �.�_ c'L_- - _ _ Permittee Si gnat
INSTALLATION ONLY-- ---- ----------------- ----
Ihe installation is beinq made on property I own whirh i -, not intended for
T r , 1 ease, or rent.
fi1,WF'R' S SIGNATLJRE: DATE:
-._-_._—______-------_—CONTRACTOR INSTAL_L.ATION ONLY---- -- -------------- --____
T T=;MAI LIRE: OF SLJPR. ELEC' N: DATE :
L.I CENSE NO:
i+A-+++++++++++++++++++++4-++4++4.......4+-+++•F++++++++++++++++++++++++++-f•i-+++++a-+++
Cafll E,39--4175 by 7:00 F. M. for an inspection needed the n,_ut hi.tsiness day
+++++i+++++++-f-++++++++++++++4-+++++-f+++++++++-h-4-++++++++++++++f+++++i•+++++++-1-+++++
r'•- 'L. P\_. 1_ r•1 Z0T n1 P•.1 r•,r''r,n•/T Ar,P71 C.
T1 n►t
�+'V11 It 11U111►�' NC,i CIV�lI 1lClll LLL.V 1 nl,rML rL,.h1Y111 Mr•"r-LI�.M 1 0-1 IN
Tigard OR ;7223r e r ill-it'• " GL/'
K
LJi3ie ISSUBO
ri-iclovi i
CITY OF TIGARL:
DEVELOPMENT SERVICES
13125 SW Hall Blvd.,Tigard,OR 97223 (503)6394171
It;T nr,,!.
Aj . . . . . . . .
r'V.
r"r" I I,;I UNIT HEATER9. V i7NT
W/0 APTIt...
)RR T r-� Hn T LrRF.;/C0MPRFSc- Hf 0 D G. . . . . . . .
"J� IM .1 If!". . . . ! D Op M K5. T H 17 T N
TY 1�7-
3-- t5i 14171. . r-CIMMI_. T N(''TN:
rl
1 I . 1-1 Ei-F,P,T f M t T c.;
0 - 0 H P. . . .
9F I N T T
P, HONDL T Nn ON I TM L'ITHER 1JNTTt.3.
t.'1++`, 1000..' f- r' 0 fs;ls IT 0 -."T
7017 T: 1 0 10000 C'rm. 0
I- S. d installation of gas piping and venting fat- heating of pool.
(4
.M r, -T nr- orRmiu-4 it%r
"Irl.0 1, r1* F.17RRY RI-)
imee, subjvt to the rpplaticns rontpiried in tilt' rict5 I i I
'ijariihsiietpl Code, State of Ore. Speciality Codes and all othi;, MPr-hart lirRl
I.-PliC616 1401, All W01A will be done in arrordonro with M I I r; J.)
"OookNs portit will, e4pire if work i« not stortfd
in 14 days of Essuanct, or if wark is s,.i-,pended fa, tore
IN da i - Oregon law r@qjires yo4i t.o fo'Anw 'Of{
Aftpt#10 by the 0--Plov Utility Nctifirstion Noter, Those rvlps ;,rf
rnrth in MR M-W-*1 Orr"11h W 7VAI.-me. yl. ma, ___......
tRelf -Liles or direct questions to OM.t by calling
Plan Che +
CITY OF TIGARD Mechanical Permit Application Recd By h
13125 SW HALL BLVD. Cummercial and Residential(` Date Rec'd�?;- /r'
TIGARD, OR 97223 P�,, ,G Date to P.E. -
(503) 639-4171, x304 / N Date to DST—"---
Prht or Type ) 64 Permit# M
Incomplete or illegible applications will not be accepted Called
Name of Development/Project DPScrlptlon
L- Table 1A Mechanical Code QTy PRICE AMT
JoL Street Address Sutteo Y A) Permit Fee -0- 0- 1000
Address i r� i ��, *
Bldgis CRY/state ZP 1.) Furnace to 100,000 BTU 6.00
_ Jri including ducts s vents
Name or name of business) 2) Furnace 100,000 BTU+ 7.50
Owner _ -(Iel elolr� including ducts&vents
Moiling Address 3.) Floor Furnace 6.00
_
including vent
City/Slate ZipL Phone i.) Suspended heater,wall heater 6.00
-- —N or floor mounted heater
Name(or namo of business) 5.) Vent not included in appliance permit 3.00
Occupant Mailing Address 6.) Boiler or tomo,heat pump,air Gond. 6.00
_to 3 HP;absorb unit to 100K BUT"
C)tyistate Zip Phone 7.) Briler or comp,heat pump,air Gond. - 11 J0
3-15 HP;absorb unit to 500K BTU"
Contractor Name 1 8.) Boiler or comp,heat pump,air Gond. 15.00
5 L�1 ryv z c a F ` 15-30 HP,absorb unit.5-1 mil BTU"
Prior to permit Meiling Address 9.) Boiler or comp,heat pump,air Gond. 22.50
issuance,a copy L7 75L, 30-50 HP;absorb unit 1-1.75mil BTU"
of all licenses city/State Zip Phone 10) Boiler or cornp,heat pump,air coed. 37 FO
BTU-
are required if 6� Uei'1f. 14 [-}f2- ,,,f�'" _�50 HP;absorb unit 1.75 mil BTU" _
expired in COT Oregon Const.Cont Board Llc." Exp.Date 11 ) Air handling unit to 10,000 CFM 4.:50
database / 7S ' `
Architect Name 12.) Air handling unit 150
10,000_CTM+
or Mailing Address 13.) Non-portable ever prate cooler 4.50
Engineer CityfSt,te Zip Phone 14.) Vent fan connected to a single dud 300
Describe work New O Addition O Alteration O Repair O 15) Ventilation system not inc uded 4.50
to be done_Residential O Non-residential O in appliance permit___
Additional Description of work: 16.) Hood served by mechanical exhaust 450
17.) Domestic incinerators 750
Existnq use of 18) Commercial or industrial 3000
building tr property pe incinerator _
19) Repair units 4.50
Proposed use of 20) Wood stove 450
building or property
21 ) Clothes dryer, etc. _ 450
Type of fuel-oil O natural gas LPG O electric O -I 22) Other units 450 r y
I hereby acknowledge that I have read this application,that the mfurrr.�.w t 2.3.) Gas piping one to four outlets 200 r�1
given is coned,that I am the owner or authoriz..-d agent of
the ownef,that plans submitted are in cornpliat ce with Oregon State laws. 24) More than 4-per outlet(eat ) .50
Signature of Owner/Agent Date *SUBTOTAL
5%SURCHARGE
1424
Contmet Person Name Phone PLAI'RE/IEW 25%OF SUBTOTAL
Rewired . all commercial permits only.
/ TOTAL
Minimum permit fee is$25+5%surc'targe 4
"Residential A/C requires site plan showing placement of unit.
I:Unechpnnt.doc rev 4/15/98
CITY OF TIGARD
DEVELOPMENT SERVICES
13125 SW HBO Blvd., Tigard,OR 97223 (503)6394171 FI-FrTRTM. PF RM
RESTR','""rr T) ENE RG'
PFRMTT 0 :
T)OTF TSGUF.I)-; Mli
W I 10W! JIM)"D f,
7(IN I N P-775
. . . . . . . . . . . JURISIDICT11111:
Ve!'r., i Id. i oris Installation of grounding for electrical for pool I spa.
Vr S. rOMMF RC I A I
Wrr.RCOM & PAGI !.J.
BOTLER. . . . . . LANDSrnr
,E/TRRTr3AT.
MEOU'AL... . . . . . . . . . . . .
!IVACI. . 11r)TA/TF1-F rnmil. . NURFBE r-ALL.9. . . . . . . . .
I TRE nl-APM. . . . OUTDOOR 11 fl''r)SiC LTTt-..-
. . . . . . . . . . . . . P POTEC'T I V F , `GNAL..
I NOT T,t11.)MF-N,rnT T ON, - tITI 4E R. . :fiROUND I NG
TOM- # OF SYSTCFASi
3nWN PFV!:-t nr'MFINJT t "t- i-A ir r)i,t ri t hey (I rx t 4,
I.I 43W 9 T I I rR.1 T,rc j,.co o W. 00 PrIl
! 'ORTLAND C1P 00 t)FB 0618/c)s 98-306670
r[ f7r-7T1?TC THC 4 2. CA 0 T OT 0 1.
RFOUIRP) MqPF-CTTONIS
WP
if : 7 C,0 A 9 F' 10 Fert' 1. r7inal
is issued subject tc the rpqulati,,: i.;;eo ;:i the Tigard Municipal Code, State of Om Specialty Codes aria dii 14-t.
.4pplicaill lam. All work will be done in accordance with approved plops, This pvrvil will expire if wort, is not Stfl,tee jhjr
0 11
if work is suspended for tore than 181 days. ATTEWIft Oregon law requires you to follow rule adopted by ttp
.'ion Center. TS : rules are set forth in OPP through W 952-MI-W. You ray obtair, copi.
, "r at (%W3 ,
')h' !,l INSTAL I ri,rioij mo.,t,
pt,opc,tty T nWT1 W11irh is rtct int
:
DATE"i
CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: ,y
13125 SW HAIL BLVD Date Recd: Ir
TIGARD OR 97223 Vf-C' c? / PRINT OR TYPr_
V - 503-639-4171 X304 Permit*
F - 503-684-7297 INCOMPLETE OR ILL-F(-!0LE APPLICATIONS Cust.Call'd _
WILL NOT BE ACCEPTED
Name of Development Project _TYPE OF WORK INVOLVED -RESIDENTIAL ONLY _
�h r,-v--r r e arc ��, Restricted Energy Fee.........,
.............................. $40.00
5Lm r (FOR ALL STEMS)
JOB Street Address Ste#
Check Type of Work Involved
ADDRESS )Y�_ �A,,1d
Cd /Mate Zip Phone# ❑ Audio a td Stereo Systems
)L� _
W_ ---- Nar e ❑ Burglar Alarm
bx, �� �� «�f= -�(�� �] Garage Door Opener
OWNER Mailing Address
City/State7_ip Phone# Heating,Ventilation and Air Conditioning System'
-- �- i — ❑ Vacuum Systems'
Name -}�
1 -C I ❑ Other_
CONTRACTOR MailinAddress r►.
;;fy U Z15 �S� �- /��� c TYPE OF WORK INVOLVED -COMMERCIAL ONLY
(Prior to issuance a Cit / late Zip Phone# Fee for each system.............................................. 540.00
copy of all licenses LaiN LJ16KE, $ ' 51y (SEE OAR 918-260-260)
are required if Oregon Conti 13rd Lic # Exp Date
expired in C 0 T _ �p a 3 jQ yc 9 Check Type of Work Involved
data base) Electrical Contr Lic # Exp Date
] - G 1 --f ❑ Audio and Stereo Systems
C 0 T or Metro Lic # Exp Date
`_ __ ❑ Bailer Controls
Owner's Name
❑ Clock Systems
OWNER - Mailing Address
APPLICANT ❑ Data Telecommunication Installation
City/Stale —� _ip� Phone# ❑
I Fire Alarm Installation
This permit is issued under OAE 918-320-370 This applicant agrees to
make only restricted energy installations(100 volt Fmps or less)under this ❑ HVAC
permit and to do the following
❑ Instrumentation
1 Only use electrical licensed persons to do installations where required
Certain residential and other transactions are e.empt from licensing ❑ Intercom and Paging Systems
These have asterisks(') All others need licensing;
Landscape Irrigation Control*
2 Call for inspections when installation under this permit are ready for
inspection at 503-639-4175; C� Medical
3 Purchase separate permits for all installations that are not ready for an
inspection when the inspector is out to inspect under this permit. Nurse Calls❑
4 Assume responsibility for assuring t'rat a,'corrections required by the ❑ Outdoor Landscape Lighting'
inspector are done, and, ❑
Protective Signaling
5 Assume responsibility for calling for a final inspection when all of the 1
corrections are completed Other_ U r Q rlvci ISL 1`f4 9 NQ
Permits are non-transferable and non refundable and expire if work is not
started within 180 days of issuance or if work is suspended for 160 days __Number of Systems
T he person signing for!his permit must be the applicant or a person No licenses are required I icenses are required for all other installations
authorized to bind the applicant
/ FEES: G"1�
ENTER FEE: $ ,
Signature
5%SURCHARGE.(.05 X TOTAL ABOVE) S
Authority if other than Applicant TOTAL
i\dsls\resele doc 7197 _
CITY OF TIG.ARD F-LE(.-TRjrAL T"FRMIT
DEVELOPMENT SERVICES PFRMTT FLT'98-0-*:�'
13125 SW Hall Blvd,,Tigard,OR 97223 (503)639. 171
V.
P (I
7 DN T Nf.,-,
Add TC1 cable and a branch circuit to io, existing
?rgrouftd box.
RI" I r Ftl T r U!'l T T P" jyj T r7l_!. jjO j('
V! 400 Amp. 0 0TON/10LIT LAW:, LTG.
!y11TET) .. . . . . e 0 40') t-,,00 nmp. . . . . . . . 0 ri I C-Nnl el PANEI... . . . . . . .
W. HH/ 131dr/FDre. CA 0.1. 1 a m wi00121 v L-1 I t s. 0 M1111r)1:1 I-ABEA- ( 10) . . .
R V'r r-t' S RANCI'l-A r,I RCU I T-.', nt)ri I L. I N't3PF--.['T 7 nN!"
I 0N. . . . . . tr
0 1 st' W/t') 7314U, '0R r;DR. 0 r,F.R 14.1UP. . . . . . . . . . . t
V r-A AVD11. 1IRWCH0 P11 VII-ANT. . .
100.0 0 .............. P1 AN Pr.V 7 FW GFr',`T ION-- ,
Am,,! n1 1': q 1'�3 1 N't"I"r,Y , " » .. . . r - ) F,00 V!T 'r NO( ,!TWIL.
Wr't,. U.Ar,; ARFA/0PP-7
I','"rF-.ti P 1 TY �-I. F*r,,r, I NF' I, -it L
00 f3rXI 24.1,
4,31) Fj W (.71 1)t-I r i C""
7'. r
I TIE D "S GEE 06/19/98 98-30-70P
ILAT I I '
or-,a #
ntratAm-:
D r
EW3rlWINTEGPTTY F[ Ff.'TRT�- Fn. -?FJ 113'7'At.
435 EU t'.'ACIFTC HWY
r' 117
ALATIN OR, r?,"; Ul
one 5F-'4--4C— F) ert; I F j r1'.4 I
ll 000914
i ptroit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Cartes and all attl,'-
Atabit laws. All work will be done in accordance with gpptovee plats, Thfs persit will expire if work is not startpe. within 1U
"nuance, or If work is suspended for vore than 181 days, ATTENTION: Oregon law reqji,-,,- "v rules adopted by
lit-ilily Notificatirm Center, Tose vidol, pro f"4 NA 95.x-W-W@ V-1,V1 v say obtain i copy
AW rules or direct questions to OX by ca
t9-
`�f F it v1r s.t �C,7S�
CITY OF TIGARD Electrical Permit Application Plan Check H
13125 SW HALL BLVD. Recd by L
TIGARD OR 97223 Date Recd. _
Date to P.E.
Phone (503)639.4171,x304 Date to DST_
Inspection 503 639-4175 Print or Type
p ( ) Incomplete or illegible will not be accepted Permit# EL L`rP-0.3.;rr,
Fax (503) 684-7297 Called
1< Job Address: 4. Complete Fee Schedule Below:
Name of Development ��«v�4 CA-A<,( C4L2 Number of Inspections per permit allowed -
Nameor name of business) eb/zHew.-Jl� !Ke ' Service included: Items Cost Sum
(_/":),_14 e d 14.--.ao
Address t l - ,5 x4- 4-., __ 4s. Residential-per unit
1(X10 sq,ft.or less - $110.00
City/State/Zip �� _ Each additional Soo sq ft H
El
thereof $25.00
Commercial Residential
Limited Energy $25.00
Each Manuf'd Home or Modular
2a. Contractor installation only:
Dwelling Service or Feeder _ $68.00
;,, ,, +
(Attach copy .�of current licenses) 4b.Services or Feeders
Electrical ntractornu Ue.y" w� Installation,alteration,or relocation r-=
_!,_ $60.00 ? 2
Address W 201 amps to 400 amps $80.00 2
Citi�,J„ �{�,_ State Zip 4 7L' t- 401 amps to 600 amps $12000 2
Phon N 601 amps to 1000 amps $18000 2
Job No. M Over 1000 amps or volts $340.00 _ 2
Elec. Cont. Lice. No. t -� S L- Exp.Date__ Reconnect only y $50.00 - 2
OR State CCB Reg. No.I t U►U Exp.Date 4c.Ternporary Services or Feeders
COT Business Tax or M No. '1 111, Exp.Date�r�_ Installation,alteration,or relocation
200 amps or less $50 00 _ 2
signature of Supr. Elec' , 201 amps to 400 amps $1500
401 amps to 600 amps $100.00
Over 600 amps to 10^E volts,
License Nr I")c , S Exp.Date see"b"above.
Phone N S Z 1 - U 4, ! - - - 4d.Branch Circuits
New,alteration or extension per panel
2b. For owner Installations: a)The fee for branch circuits with
purchase of service or
Print Owner's Name _ feeder tee.
/address Each branch circuit �_ $5.00
h)The fee for branch circuits
City r State Zip ( without purchase of
Phone No. worvlce or feeder fee.
First branch circuit $35.00 _
The installation is being made on property I own which is not Each additional branch circuit $5.00
intenclod for sale,lease or rent. 4e.Miscellaneous
Owner's Signature (Service or feeder not Included)
9 Each pump or Irrigation circle $40 00
Each sign or outline lighting $40.00
3. Flan Review section (if required):* Sfynal,;ircuft(s)or a limited energy
panel,alteration or extension `i $40.00
Pletae check appropriate item and enter fee in section 58. Minor Labels(10) !r 100 no
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 Inspection $35 00
Classified area or structure containing special occupancy Per how $55.00 _
as described In N.E.C.Chapter 5 In Plant _^ $55.00 --
<Submit 2 sets of plans with application where any of the above apply. 5. Vees:
Not required for temporary constructinn services. So.En er total of above fees $ ? __
5%So-charge(.05 X total fees) ? '
NOTICE Subtotal $ ---
5b.Enter 25%of line 5a for
PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan 11tview it required(Sec 1) $ --NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ ----- -
IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY /
TIME AFTER WORK i; COMMENCED. ElTrustAccount It_ k
Tota;balance Due
11DSTSTI.C96 APP Rev SM
CITU OF TIGARD BUILDING INSPECTION DIVISION
24-Hour Inspection Linc: 6394175 Business Phone: 6394171
Date Requested: ��_�0 A.M. _ , P.M. Ms'l': ,— ------
l.ocation: _--—}��W [.� t 1�L f- v � 0 BIJP:- ---
Tenant:_ 1 _ Suite: Bldg: �_ ML,C:
ContrGctor: _ t ._ Phone: —_ — PLM: p /�
•1i�w�r— Jzil --� � � 1LC:!.1L
-— �— -- — — "tL� ELR:r--- ----
_ _ SIT: _
BUIL I BLD9(con't) PrIUAM1111ING MCEIKAWAL ECTRICA SITE
Site Post ileam Post/Beanl Post/Beam ('over/Service Sewer/Storm
Footing Roof 11ndF1/Slvb Rough-In ('citing Water Line
Slab l raming Top Out (ins Line Rough-In l JG Sprinkler
Foundation Insulation Sewer Ilood/Duct Reconnect Vault
Iistnt Damp Drywall Storm I'limave Temp Service MISC.
Masonry Ceiling Rain I)rain AJC jll 'lab
Shear/Sheath Fire Spklt/Alm Crawl/Found Dr I feat Piunp Low Volt '30
Approved Approved Approvedro%pd Ap roved
LPPI/
Sdwlk Not Approved Not Appro%ed Not Approved N roved Not Approved
FINAL FINAL FINAL FINAL, FINAL
-
O Call for reinspec%tio�9 C)Reinspection fee of S_ required before nt..!inspection OI enable to insliect
Inspector. Date: (o '1� .��__ Page of --
CITY CSF TIGARD
DEVELOPMENT SEr, CES
13125 SW Het!Blvd., Tigard,OR 97223 (bo)639.4171 ELECTRICAL PERMIT —
RESTRICTED ENERGY
PERMIT #: ELR98-0118
DATE ISSUED: 04/22/98
PARCEL: 1 S 133DR-0"7400
SITE ADDRESS. . . : 13456 SW HAWK' S BEARD ST #(-I_..BH
SUBDIVISION. . . . : 70NIN(3: R-2'S
E'LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . JURISDICTN: TICS
FDroJect Description: Installation of protecti-e signaling for manager's
office/clubhouse.
-------------------------------------------------------------------------------------
A. RES IDENT IAL.- --- ----- B. COMMERCIAL________________._.....__..____.._________________
AUDIO & STEREO. . . : AUDIO 8. STEREO. . : INTERCOM & PAGING. . :
BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . :
GARAGE OPENER. . . . . CLOCK,. . . . . . . . . . . MEDICAL. . . . . . . . . . . . .
HVAC. . . . . . . . . . . . . . DATP/TELE COMM. . . NURSE CALLS. . . . . . . . .
VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR L.ANDSC LITE:
OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL.. . : X
INSTRUMENTATION. : OTHER. . : : :
'TOTAL # OF SYSTEMS: 1
Gwner: ---__.___._____._._____..--.__._._. ._..__._ __._..___.--_-._.__-----_------_- FEES
SC;HOLL_S FERRY RD TOWNHOMES type amount by date recpt
13458 SW HAWK' S BEARD RD PRMT $ 40. 00 DEB 04/22/98 98-305178
1"I GARD OR 97223 `=,FICT f 2. 00 DEB 04/22/98 98-305178
1=hone #:
Contracto,r:
(-;DIME FREE SF_CURITY SYSTEMS IN E 40. 00 TOTAL
4815 SW MACADAM AVE
REQUIRED INSPECTIONS -----
FOORTL.AND OR 9701 Ceiling Cover Low Voltage Insp
Flhone #: 205-4000 Wall Cover Elect' 1 Final
Reg #. . : 116430
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. SpPrialty Codes and all other
applicable laws. All work Mill 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 188 days. ATTENTION: Oregon law requires you to follow rule adopted by the
Oregon Utility Notification Center. Th;,se rules are set forth in OAR 952-001-910A through OAR 952-0.01-0.0.80.. you may obtain copies f
these rules r direct questions t Ex at 15/83!246-1587.
f.
V {,ossr_ied by For_mit r Signature
��-h L_�„-
---------- INSTALLATION ONL_Y-__._.__.._...__._______
'The installation is being made on property I own which is not intended For
;ale, lease, or, rent.
OWNER'S SIGNATURE: DATE:
---~ - ----- ----- ----CONTRA TNSTAL_LAT I ON ONi.-Y--_-_-_-_--------------------_
SIGNATURE OF' SUI IR. ELEC' N: OR IDATE:
I_I CENSE NO:
++++++++...+A-+++++++++++++++-F+•++++.++++++++++++++++++++++•i•+++++++++++++++++•+++++++
Call 63v-4175 by 7:00 P. M. for an inspection needed the next bi_isiness day
+++++++++++++++++++++++++++++++++•+++++++++++++++++++++++++++++++++++++•t++++++++-,
CITY OF TIGARD Electrica,' Permit Application Plan Check _
13125 SW HALL BLVD. RaCd By-� 4 -
/��
TIGARD OR 97223
Date Recd
(G, Date to P.E. _ --
Phone (503)639-4171, x304 Print or Type Date to uST
Inspection (503) 6394175 Incomplete or illegible will not be accepted Permit# t
Fax (503)684-7297 Called
1. Job Address: 4. Complete Fee Schedulc Below:
�W �Name of Development- ✓eP)t" _t��9 Number of Inspections per permit allowed
Name(or name of business)/-V,7 . Service included: Items Cast Sum
Address _ �E JL�Ll . 4a. ResldLnuul-per unit
1000 sq.ft.oI loss $110.00 q
City/State/ZipCb Lj' N 92�,r� ✓ Each additionE 1500 sq,it or -� --�
Commercial ❑ Residential portion } _^ $25.00 1
Limited Ennergyergy $25.00
Each Manuf'd Home or Modular
Dwelling Service or Feeder $68.00
2a. Contractor installation only: -
(Attach copy of all current licenses) 4b.Services or Feeders
Electrical Contractor'Vf,"1P �,r $�CL11_G'�T7 Installation,alteration,or relocation
200 amps or less $60.00 __
Address 4WI, 6 i1�1c3 C t _ 201 amps to 400 amps $80.00 -
Cary IrAcl State L' _Zi 401 amps to 600 amps $120.00
Phone No. .ZC� 601 amps to 1000 amps i $180.00
Job No. Over 1000 amps or volts $340.00 °-
Reconnect only $50.00
Elec. Cont. Lice. No. �=���(�xp.Date -
OR State CCB Reg. No.1/ Exp.Date_/� / 4c.Temporary Services or Feeders
COT Business Tax or Metr�Y Exp.Date 5. Installation,alteration,or relocation
200 amps or less $50.00
Signature of Supr. Elec'n - - _ 201 amps to 400 amps $75.00
401 amps to 600 amps $100.00 _
Over 600 amps to 1000 volts,
License No � � _Exp.Date��� ase"b"above.
Phone No. 4d.Branch Circuits
New,alteration or extension per panel
2b. For owner installations: a)The fee for branch circuits with
purchase of service or
Print Owner's Name feeder W.
Address Each branch circuit $5.00
- b)The fen for branch circuits
City - State Zip without purchase of
Phone NO. servica or reeder fee.
First branch circuit $35.00
The instalfation is being made on property I own which is not Each additional branch circuit_ $5.00 _
Intended for sale, lease or rent. 4e.Miscellaneous
Owner's Signature (Service or feeder not Included)
9 _ Each pump or irrigation circle $40 00 _ 2
Each sign or outline lighting $40.00 _ 2
3. Plan !Review section (if required):* Signal circuit(s)or a limited energy^ /��' �c
panel,aileratlon or extension $40.00 _L_ p
._ �.
Please check app priate item and enter fee in section 5B. Minor Labels(10) $100.00--
4 or more rase ntial units in one structure 4f.Each additional Insoection over
Service and feeder 225 amps or more the allowable Ir any of the above
System over 600 volts nominal Per inspection $35.00
Classified area or structure containing special occupancy Per hour $55.00
as described In N.E.C.Chapter 5 In Plant $55.00
I
Submit 2 sets of plans with applicnt,on where any of the above apply. S. Fees:
Not required for temporary construction services. $a.Enter total of above fees $
5%Surcharge(.05 X total fees) $
NOTICE Subtotof $
Sb.Enter 25%of line 5a for
PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review if a uir (See.3)
NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ ----
IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY ,J �r/?
TIME AFTER WORK IS COMMENCED. ❑ Trust Account# y
Total balance Due 3
IMSTMELCBB APP Rev QM
CI` Y OF TIGARD
DEVELOPMENT SERVICES BUILDING PERMIT
13125 S IN Hall Blvd., Tigard,OR 97223 (503)639-4171 PERMIT #. . . . . . . : DUP198-0045
DATE ISSUED: 05/06/98
PARCEL: IS133DB-07400
SITE ADDRESS. . . I-3456 SW HAWK' S BEARD ST #CLBH
SUBDIVISION. . . . : Z ON I NG:R-25
BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . e JU R I SD I CTI ON�T I G
RE I SGUE- FLOOR EXTERIOR WALL CONSTRUE 11OW
CLASS OF WORIA. : W FIRST. . 0 ��f N: S: E: k .
7/�
TYPE (JF7 USE. . . :COM SECJND. . . 0 -1 f PROTECT OPENINGS?---- -------
TYPE OF CONST. :5N 0 sf N: S: E: W:
OCCUPANCY GRP. :A3 TOTAL 0 S f ROOF CONST: FIRE RET ):
OCCUPANCY LOAD: 0 BASEMENT. : 0 SF AREA SEF'. RPTEI)-
91(1 R. : 0 HI : 0 ft GARAGE.. . . : 0 S f OCCU SEP. RATED:
8SMT'): ME:7 Z": RFQ.D SE REQU I
17 LOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft F I R SPKL - SMOK DET.
DWELLING UNITS: 0 FRN-1': 0 ft REAR: 0 ft FIR ALRM:Y HI\IDICFI ACC:
BEDRMS: 0 BATHS: 11.1 IMP SURFACE: 0 PIRO CORR: PARKING: 0
VALUE. $ .- 2400
Remarks : Fire alarm for clubhouse
Owner: FEES
BOWEN DEVELOPMENT type amol.int by date reept
12570 SW 69TH PRMI $ 38. 50 JD 01/27/98 98-30281.7
STE 200 5PCT $ 1. 93 JD 01/27/98 98.-302817
TTCARD OR 971'2-1 FIRE $ 15. 40 JD 01 /27/98 98-30281-7
Phone #: 5913-45212
Lontractor: ------------
FARWEST ELECTRIC INC
7402 NE 189TH AVE.
VANCOUVER Wf.) 98682
Phonp #-. 360-892-1022 E 55. 83 TOTAL.
Req 0006R3
ACTIONS or INSPECTIONS——
This permit is issued subject to the regulations contained in the Fire Alarm
iigard Municipal Code, State of Ore. Specialty Coaes 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 180 days of issuance, or if work is suspended for more
than IN days, ATTENTION: Oregon law requires you to fallow the
rules adopted by the Oregon Utility Notification Center. Those
rules are set forth in OAR 552-MI-0010 through BAR 952-0101987.
You nanj obtain a copy of these rules or direct questions to OUNC
by calling (5@3)246--1%7.
F'er m i t t e e S i gn at 1-tre
- Issued
ssLed By-
+ +++++-f ..........++++44+4V+++++K*q4 ..............
........... ... -+++++++
Call 639-4175 by 7:00 p. m. for an inspection needed the next bl-isiness day
+++++++..........4-+++4-+++4-++4•........4.+++++++•V+++-+-++++-+++++++++++++++i-+ ........
Fire Protection Permit Appiiization Plan Check r
CITY OF TiGAR0 Commercial or Residential Recd By nor
13125 SW HALL BLVD. Gate Reed 01'
TIGARD, OR 37223 Print or Type Date to RE - -
1 (503) 639-4171, x. 304 Incomplete or illegible applications will not be accepted oats to 03T 4
I Permit e
Calle+t
I
JCL' Marne o!gavNopmeptlf�rols // Type of System(Complete A or P as^pplicable)
IL _
Address 'Ad j m� �� �� A.)Sprinkler Wet C3 Ory
(e j)l ) standpipes
Owner M Ad less r Hazard Gmup
�'' , tit Additional
' ! State C� ®�c ��, Pho0.e l -71.
Information Density
Nacos/ t I Design Area
b,:Cupant Mailing Address/Ul /� K FaCor
i:ily/Flate /!� Zip Phone A.1) Sprinkler Project Valuation
ContractorN / 1 Bm.)Fire Alar
(Stxlnkier or i
Ala—Componvi MaiAddress Submittal Shall Include Bat ery Calculations YES
Prior to peit
iseuarim a L; /Stab to Phone Incividual Component YES
I
1 �� �,r1 (� _ Cut Sheets of all tI COPY
/ 1 "l ��-�N�o` � B.1)Fire Alarm Proiet;t Valuation �/ uU
l ars requi sd it tate Cons►.Cort11.Board Ue1f Exp.Date �,I�Q
expired in Ct7t 2
databess Project Valuation Subtotal A&or B� 1 q�
Name 7lti C - Permit fee based on valuation I $ S v
Architect M (see chert on track)
J y�^ll �+ 5%.Surcharge $
Ph°)Z FLS Plan Ifeview 40%of Permit $ S Y u
Describe Worts A-XNew Addition O Alterrntion O Recair O —— - TOTAL
to(+w done: J
B.) Modification to sprinkler heeds only Plans required: emit three sets of plans,including a vk�nity map and
1. 1-1t)heads■No plans required the kication of"neatest hydrant.
2 11+�Plan review required _
I hw'KN acknow"s that I have need ttes aoplimmnn,that me infamialion given is
Number of sonnkler heads: prem that I am the owner or mdxxtaed agent of tr°rmvlw,and that plans submitted
Additional Oescrrptign of WaIc am in domplien--i WAth Oregon Slue*NIL
(�Cd,k.h ��� -�
$ natursr of uwneNAgent Date
A.)In ExisUnp Buddl.ty p New Budding R. - u
Building ( / t&ftAib th Mame Phone
Data F) Commensal 0 Residential _ ?R"-_
FOR OFFW USE ONLY:
No.of stones s� hadr !lit,! I - I
- w -
Sq.Ft: Is'a-r r tt9it*S w ,F th�.t',� a I�•y�"'4 .' Saie
Occupancy Ciwa II Type of Cons"diort0-M- ANW1107i
Ni:lfiraupr.doc
CITY OF TIGARD
DEVELOPMENT SERVICES BUILDING PERMIT
13125 SIN Hall Blvd., Tigard,OR 97223 (503)639.4171 PERMIT #. . . . . . . :LIATE ISSUED: 06/03/98
"-1
ARCEL: IS133DB--07400
SITE: ADDRESS. - - 13456 SW HAWK' S) BEARD ST #CLSH ZONING:R--25
SUBDIVISION. . . . :
BLOCK. . . . . . . . . . a I OT. . . . . . . . . . . . . JURISDICTION:TIG
------------------------------------------------------------------------------------ -
REISSUE: FLOOR EXTERI()R WALL CONSTRUCTION
CLASS OF WORK. :NEW FIRST. . . . . 1044 sf N: S: E: W.
TYPE OF USE. . . :MF SECOND. . . 0 sf PROTECT OPENINGS?-----------
TYPE OF CONST. :3N 0 sf N: S". Es Wo
OCCUPANCY GRP. :A3 TOTAL-------: 1044 sf ROOF CONST: FIRE RET?:
OCCUPAN(*'Y LOAD: 60 BASEMENT. : 0 sf AREA SEP. RATEDi
STOR. - 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED:
BSMT?i MEZZ?-. REOD SETBACKS--.-------- REQUIRED-----------------
FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL: SMOK DET. . :
DWELLING UNITS: V, FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC:Y
BEDRMS: 0 BATHE : 0 TMP SURFACE: 0 PIRO CORR: PARKING: 0
VALUE. $: 35680
Remarks : Swimming pool and spa. Separate electrical permit required.
Owner: FEES
BOWEN DEVELOPMENT type amount by date reept
ill SW 5TH SUITE 2260 PRMT $ 2210. 00 B 06/03/98 98-3Q,6233
PORTLAND OR 97204 5PCT $ 11. 00 B 06/03/98 98-306233
PLCK $ 143. 00 B 06/03/98 98-306233
Phone #t 274-8400 FIRE $ 88. 00 B 06/e3/98 98-306237
Contractor:
SWIMCRAFT OF OREGON
11756 SW SCHOLLS F'R RD
BEAVERTON OR 97007
Phone #: 628--2222 $ 462. 00 TOTAL
Reg #. . : 000781 --REQUIRED ACTIONS or INSPIEC, IONS----
This permit is issued subject to the regulations contained in the Footing Insp
Tigard Municipal Code, State of Ore. Specialty Codes and all other Foundation Insp
applicable laws. All work will be done in accordance with Framing Insp
approved plans. This permit will empire if work is not Misc. Inspection
within 180 days of i!suance, or if work is suspended for acre Final Inspection
than IP@ days. ATTENTION: Oregon !aw requires you to follow the
rules adopted by the Oregon Utility Notification Center. Those
rules are set forth in OAR 952-0014011 through OAR 95210101987.
You many obtain a copy of these rules n,- direct questions to "I:
by calling (503)246-1987,
Permittee Signature :
issued By :
................................. ....................4..........................
Call 639-4175 by 7:00 p. m. for an inspection needed the next business day
.......................................................4......4...........4-+-4-+++4
K 01 98 fl E 1 1 :31 1:tX 503 598 1960 ITY OF TIGARD
(',`!TY OF YIGARD Commercial Building Permit Rec'iH,
13125 SW HALL BLVD. Tenant Improvement Date Recd
TIGARD, OR 97223 Date tor,F
(503) 639-4171 �, oats to o5r
f Permit N
Print or TypeII� Rslatetl "NR S
Incomplete or ilia ible applications will not be Ace,pted caued -z
-----� ---- H
Job me or Deve o nie IJ10rolee'ct _
�- Existing Building New Builo:ng ;� ---
Address Ireet Address Suite
t �
Wag# I ;t'Sl to^n I� Ip Building
-- cv Data
Property lipme i
Existing..Use of Building or P-coerty —`-
Owner Ma ,n Address Suite
ty State zip done 7 ` Proposed U d fos BuildIng lir PropertyName
Occt ant Mailing Address - Suite No. Of Mores �—
\� It)lStete Zio F'hone � F
I Sq, t of Project.
Nam ---
y7Cn>1 Occupancy Class(e-t;l W'
Contractor }Mailing AddressSuite
C < < --r
(Prior to issuance c"yistate Phone =Type(s) f Constructiona copy of all Zlp t flicenses are ,`/lirCJC��� r G� 1t1�� --- -
required if _"� bill this project have a Fire uppression 3rst�m
expired in C,0 T g70U / z-�-Z Z Yes No
:1118 baso) Project
Ore3cn Const.Cont Board Lic# Exp,08111 Valuation_S �j wit.no
Amencans with Dlsaoilities Act (ADA)' _ �-
Architect _D c + H'C'-1 k -e- `-aluatlon X 25% = 3 ^Participation
Mailing Aaare. Suite' —' Complete.Accessibility Form
�jj)�/.1 � Plans Required. Sea rvidtnx for number of sets Submit
"y'State �tpn r�7 °na'- on back
i U L-T ��•�, �C. _,4�tr�
Engineer Te H a( I&YC —_._--
-- I hereby ackn�wletlge tr re this ppGCAUCr "at the.n;crrat cn
Ma ling Address Suite g,ven is correct,thgt-f'n thg. "r auth razed agent f the covner, and
J�IlStatl _1that plans sugrrttt(id ar w o6 yen^ it Oregon State taws
' 1 Phon �u/l017
2 Sign re of a ate
Indicate type of work: New 9 Addition 0 Demolition O �(
accessory StrUCUra O Fcu ndabon On J Alteration O ( 0 e ant one —4 --
�— Repair O Other
Description of work: --- — -- —T --- ---
� ' A.1lJ S��b -FOR OFFICE USE ONLY _
J land Use.
Notes.
Parks; Estlmatod s of Employees I 71F
I
Note: Site Work Permit Application mu t pr";ue or accompany Building Permit Appllctlon
I`^-OMNEW DOC (D" $AT
RAR
ARCHITECTS
INCORPOPATED I
August 12, 1997
Mr—1:1111 Funk, Plans 'iyaminer
City of Tigard, Community Development Department
13125 SW Mall Boulevard
Tigard, Oregon 97223
RE: Summer Creek Apartm(tnts
Dear Mr. Funk,
Bowen Development Company has informed RAR Architects Incorporated of their desire to
eliminate the vapor barrier it the concrete slab in the garages. BecauSL the Oregon Code does
not require a vapor barrier at a concrete slab in an unheated space in an R-1 occupancy, RAR
Architects Incorporated finds this change acceptable. "Therefore, it is at the discretion of Bowen
Development Company to eliminate the vapor barrier shown at th•�se locations.
Sincerely,
R 1R ARCHITECTS INCORPORATED ,
Catherine Ribble I leeb
CC: Bowen Development Company
Project File
1.1 NW FIRST AVI?NUE, SUITE 206, POR 171 AND,OREGON 97209 (503)225-9095 FAX(503)225-9120
41VCITY OF TIGARD ELECTRICAL PERMIT
DEVELOPMENT SERVICES r-,ERMT-r #: EL.C97-.011.9
AINUM 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 DATE ISSUED: 06/27/97
PARCEL: 1S1331)B--07400
SI'TI. f�DDRESS. . . : 13436 SW HAWK' S BEARD RD #CLBH
SUBDIVISION. . . . : TONING: f2-�w
BLOCK. . . . . . . . . . : 1..0T. . . . . . . .. . . . . . JURISDICTION: TIG
rlr u.)ect De scr i pt i an: CLUBHOUSE/OPERATIONS BUILDING, 600 OR LESS AMP SERVILE
__RESIDENTIAL UNTT- - ---TEMP SRVC/FEEDERS-- -_ --- - MISL,EI.:..ANEOUS-----
1000 SF OR LLSS. . . . : 0 0 - 20C: 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/ SV(,/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0
------SERVICE/FEEDER------ ----.BRANr.H CIRCUITS------ ---ADD' L INSPECTIONS--
0 - 11710 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0
,- 1 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0
401 600 amp. . . . . . : 1 EA ADD' L. BRNCH CIRC: 29 IN PLANT. . . . . . . . . . . : 0
601. - 1.000 amp. . . . . : 0 _______ ___.______.__--PLAN REVIEW SECTION-------- --- --_-
1000+ amp;volt. . . . . : 0 ) =,4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL.. .
Reconnect only. . . . . : 0 SVC/FDR > = 225 AMPS. . : CLASS AREA/SPEC OCC. :
Owner: ___. ______.______-_._____. __._____________.-_----_________ FEES
BOWEN DEVELOPMENT type amol.Ant by date r,ecpt
111 SW 5TH SUITE. 2260 PRMT $ 265 Ari DRA 06/26/97 97-296468
PORTI AND OR 9720•+ PLCR $ 66. 25 DRA 06/26/97 97-296468
5PCT $ 13. 25 DRA 06,126/97 97-296468
Phone #:
Cant Tactor:
IN'TERSTATE ELECTRIC INC $ 344. 50 TOTAL.
PO BOX 7342
REOUIRF_D INSPECTIONS -" -
SALEM OR 97303-0068 Ceiling Cover- Undergror.tnd Cove
Phone #: Wall. Covet- Elect' ! Service
Reg #. . : 001171.
This pereit is issued subject to the reyalat!eas contained ;n the Tigard Municipal Code, State of Oregon 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
daps of issuance, or if work is suspended for more than l§kd s. ATTFNTTON: Oregon law requires you to follow the rules adapted by
the Oregon Utility Notification Center. Th]��
are t for h xl DAR 95�-0Q►1-9010 through OAR 952-901-1987. You may obtain a copy
of these rules or dirert questions to in 11246-1987.
S i gnat 1.�r F•• -...
------------------------------OWNER I NSTAI_Lf1T I ON ONLY-----------------------------
The installatiun is being made on proper-A ), T own which is not intended for-
sale, lease, at, rent.
OWNER' S SIGNATURE: DATE:
INSTALLATION ONLY - ----_------ -----___...--•--..._.--
SIGNATURE OF SUPF. ELE C' N: � ��A�,T 1;. �� _� _ DATE t
I_-I CENSE NO: —
++++++++++++++++++++.+++++++++++++++++++++++++++++++++•-+++++++++++++++++++++-► � r
Call 639-4175 ny 6100 p. m. for- an inspection needed the next b,"rsiness day
+++-F++++++4++++++++++++++++++++++++++++++++++++++++-1 ►+++++++++++++4++++++++++++
CITY OF TIGARD Electrical Permit Application Plan Check#
13125 SW HALL BLVD. Recd By
TIGARD OR 97223 ate Reed
PhDate to P.E.cne (503) 639-d 171, x304 Date to DST -
Inspection (503) 639-4175 Print or Type Permit#
Fax (503) 604-7197 Incomplete or illegible will not be accepted called E L11l'q7--OI I9
1. Job Address: 4. Complete Fee Schedule Below:
Name of Development SUMMER CREEK APARTMENTS Number of Inspections per permit allowed
Name (or name of business)TR ECR EAT I.ON BUILDING Service included: Items Cost Sum
i
Address 13436 S.W. HAWKSBEAR)J ROAD 4a. Residential-per unit
Ci /State/Zi TIGARD, 1000 sq h.or less __ $110.00
ty p_, OREGON
97 2 2 3 Each additional 500 sq ft.or
Commercial ❑ Residential portion thereof $25.00
Limited Energy $25.00
Each Manut'd Home or Mcdular
Dwelling Service or Feeler $68.00
?_a. Contractor installation only: � - '-
(Attach copy of all current licenses) 4b.Services or Feojers
Electrical Contractor Interstate Electric rnstafla!ion alteration,or relocation
Address P.O. Box 7342 - 00 amps or less $60.00 2
- --- 201 amps to 400 amps $80.00 2
City Salem State Or Zip 97303 401 amps to 600 amp's = $120.00 2
Phone Nu. r)02-361 -6090 601 amps to 1000 amps $180.00 2
Job No. over 1000 amps or volts $340.00 _ 2
Elec. Cont. Lice. No.24-354C _Exp.Date 1 0 1 97 Reconnect only $5000
OR State CCB Reg. No -L171-21-Exp.Date 4c.Temporary Services or Feeders
COT Business Tax or Metro No. 4 5 6 8 xp.Date 10 1/97 Installation,alteration,or relocation
200 amps or less $50.00 2
201 amps to 400 amps $75.00 2
Signature of Supr. Elec'n �' 401 amps to 600 amps $100.00 -_ 2
14 7 9 S 10/1/98 Over 600 amps to 1000 volts,
Phone No. -
36TLicense Na Exp.Date gee"b^above.
-
"-- 4d.Branch Circuits
New, alteration or extension per panel
2.b. For owner installations: ai I he fee for branch circuits with
purchase of service or
Print Owner's Namefeeder fee. LL5
Address_ _ Eich branch circuit 35.Jo �_' _ 2
Zip b)The fee for branch circuits
City State__
without purchase of
Phone No. service or feeder fee.
F,rst branch circuit $35.00 2
The installation is being made on property I own which is not Each additional branch circuit- $5 00 2
intended for sale,lease or rent. 4e.Miscellaneous
Owner's Signature (Service or feeder not included) 4
g _ Each pump or irrigation circle $ 0.00
Each sign,r outline lighting $40.00 2
3. Plan Review section (if required:' Signal cirr.u,f'.;or a limited energy
panel.a.-4ration or extension $40.00 2
Please check appropriate item and enter fee in section 58. Jinor Labels(10) $100.00--
4 of mere residential units in one structure 41.Each additional inspection over
y_Service and feeder 225 amps or more the allowable in any of the above
System over 600 volts nominal Per inspection $35.00
_ Classified area or structure containing special occupancy Per hour $55.00
as described in N.E.C.Chapter 5 In Plant $55.J0
'Submit 2 sets of plans with application where any of the above apply. S. Fees: ZI (.D Zyr
Not required for!emporary construction services. 5a.Enter total of above fees y 1 L7
5'.Surcharge(.05 X total fees) S
NOTICE Subtotal S 1
5b.Enter 250E of line 5a for
PERMITS BECOME VJID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review it eciuirec:(SKA) $ def
NOT COMMENCED VIITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ 1=-- % P
IS SUSPENDED OR f.BANDONED FOR A PERIOD OF 180 DAYS AT ANY 3
TIME AF7cR WORK.IS COMMENCED. ❑ Trust Account
Total balance Due Q
�.f)STSIELC96 APP nnv 4,90k `
CITY OF TIGAD
DEVELOPMENT SERVICES rILUMBING PERMIT
13125 SW Hall Blvd., Tigard,OR 972PERMIT #. . . . . . . : F-ILM97-006623 (503)639-4171 DATC TSSUED: 06/27/97
PARCEL : 15133DB-07400
SI1'E ADDRESS. . . : 13436 SW HAWKIS BEARD 131.) #CLBH
SUBDIVISION. . . . : ZONING: R-25
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . JURISDICTION: TIG
------------------
CLASS OF WORK. . :NEW GARBAGE DISPOSALS. : I MOBI—E HOME SPACES. : 0
TYPE OF USE. . . . :COM WAS'11NG MACH. . . . . . : 0 BACKrLOW PREVNTRS. . : 2
OCCUPANCY GRP. . :A*7 FLOOR DRAINS. . . . . . . I TPA[- 3. . . . . . . . . . . . . . . 0
STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : I CATCH BASINS. . . . . . . : 0
FIXTURES— LAUNDRY TFAYS. . . . . : 0 SF: RA111J DRAINS. . . . . : 0
SINKS. . . . . . . . . . 1. URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . . 0
LAVATORIES. . . . . 2 OTHER FTXTURES. . . . :
TUB/SHOWERS. . . : 0 53EWER LINE (ft ) . . . : 0
WATER CLOSETS. : 2 WATER LINE (f t ) . . . : 0
D I SHWASHE RS. . . . : I RAIN DRAIN (ft ) . . . : 0
Rpm,--Ar-14s : CLUBHOUSE AND OPERATIONS BUILDING, COMMERCIAL BUILDING WIFH PLAN REVIEW
Owner,: FEES ----------------
BOWEN DEVELOPMENT type annol-Ant by date t,ecpt
11. 1 SW 5TH SUITE 2260 PPMT $ 1.49. 00 DRA 06/26/97 97296461.
PORTLAND OR 97204 FILCK $ 37. 121 DRO 06/26/97 97--2964(:',1
5PCT $ 7. 45 DRA 06/26/97 97--296461.
Phone #:
TAPANI PLUMBING
21707 NE 206TH AVE
PO BOX 1458
BATTLE GROIJIND W11 98604
Phone #: 20&- 687--3963 $ 193. 70 TOTAL
Reg #. . : 000609
REGUIRED INSPECTIONS
This permit is issued subject to the -egulations contained in the Sewer Inspection Final Inspection
Tigard Municipal Code, State of Ore. Specialty Codes and all other Water- Line I n s p
applicable law;. All work will be done in accordance with Watet• Set-Vit-P IT-)
approved plans. This permit will expire if work is nit started !7ril.igh—in Insp
within 180 days of issuance, or if work is suspended for more PLM/Undet-f loot-
than 180 day!. ATTENTInN: Otigon law requires you to follow rules Top—LIAt ITISP
adopted by the Oregon Utility Notification Center. Those rules are Storm Drain Insp
sot forth in OnP 952-M1-80I0 through OAR You may Rain Dr air. I n s p
obtain copies of these rules or direct questions to OUNC by calling Gas Lititi
'500246-1987. Drinking Foitntai
RP/Backflow Pv,ev
Final Inspection
Is ., Permittee'Aed cp�_
++................4....4..............I.............4+++++++++++++i++++.+
Call 639-4175 by 6:00 p. m. for an inSpeCtiln needed the next bl.tsiness (Jay
.......... .........++++++++4..............#-+++4.......................I........
�1cC�L-
; aec l ByITY OF T iGARD Plumbing Application , Date aece+'11
13125 SW.HALL BLVD. Commercial and Residential �—�� Date to P E.
i IGARD, OR 97223 Date to DST
503) 639-4171 Permit a-b1.pqp =L_
Print or Type Related SVVR s
Incomplete or illegible applications will not be accepted called—
FIXTURES (Individual) QTY PRICE AMT
---��'— Name of 0evelooment/Pro1e:Lt
S,nK 9 00
JobK 1ARD
Lavatory .� 9.00
Address Street Address Suite Tub or Tuo/Shower Como 900
.J, (�W HAWK: R —.
Bag s I City/State Zip Shower Only 9"00
_ REC I TICARD, OR 97223 Waterclosu 9.00
Name SUMMER CREEK VT[.,LACE Dishwasher 9.00
A PTS_ Garbage Jtsposal 9.00
Owner III
Address Suite
Maciiinehing
1 I 1:�W FIFTH AVE 2260 Wasl� 900
900
City/Slate Zlp Phone Floor Drain --�--
_._ 1'' OR. 972011 279-89 14' -- 9 �0
Name 4' -- 9.00
MMnq Address --TI-Suite
Water Neater 9.D0
Occupant NA I Laundry Room Tray _ 9.00
Ci fstate Zip Phone Unnal ---�1 9 00
h ,
Cther Fixtures(Specfy) �//./ 1 J I _900
Name - ) '1 L; ! �—+ 9.00 1
1 9 00
ss
Contractor /M�i /g�9r r site - 9,00
GtY/Sute ZipPhone I 9.00
Oregon CornsL C nt. Board Uc.i Exp Date - i 9.00
AAwcs coo,,of �L ' 2 = ." —
car"Wt Plumbing Ue.s �i _'Exp.Date Sewer-1 st 100' 30.00
Licence C I / I Sewer-each addrbdrai 100'
�'OT @L-,iness Tax or Metros I Exp Date Water Service- 1st 100' 30 00
Water Se.Y -each addrbonal 200' 25.00
Namam ( 30,00
Slone S Ram Dra • tst 100'
Architect EAR ARCHITECTS Storm x Rani Drain-each additional too' 25 30 1
Of I Mailing Address Si..;e
3/1 N 6d F I RST A V E2 0 6 Monde Home Space -5 00 I �
Engineerf G tyrSute Zrp 2122�Phone Commercai Back Flow Prevention Device or Anti I fry 25.00
I I,,I, }. UR 97r-909 c Pollution Cevice ca f {
9
,�h,a .pyx vew gcition O Alteration O Repair O Residential, adcAow Prevention Cevice' 1 15 00 1
•,t dons Residential Von-residential O Any Trap or Waste Not Cannecied to a;ntvure 900 i
�atlonel desrnc�,on of work Catch Basin I I 9.00
Insp-of Existing PiumDrng _ — T I 4000
Derihr
Sceaarty Requested Iriapectiors I +o.00
anousa of _ -- oerrhr
n,
%sidlit9 or property____ Rain i rain,singie'amity dwelling 1 I 30 30
Grease Traos I p 00
�oposed use of _
hiding or Property ----- QUANTITY TOTAL �—
ISW*I c or rear.1sOram u nraurea d Cuanrr Total is >9 _1
tf y s sle bac , moving or replaang any tutures7 Yes'C3 No❑ •SUBTOTAL
li yes see back of form)
-.,"bv acx'iowtedge that I ha.e read this aGplication that the information --- 5% SURCHARGE
,.ven s carttct. Lnat I am the cwner dr authorized agent of the owner.and i
oians submmed are In comoliance with Oregon State Laws. PLAN REVIEW 25'x. OF SUBTOTAL I
Dau
oignature of ownenAgent gmuw*d MIN I bnre m, .s.3
TOTAL
anect Psion Name
Phone -Minimum permit tees S25• 5%surra ge.except Residential Bacxftow
Prevention Cevice.wni(71 Ls S15•5%surcharge
i:,,dststptmapp.doc SM
COMPLETE AS APPROPRI TO�ROJECT:
cixtures to be capped, moved or replaced Qty
Sink
Lavatory
Tub or Tub/Shower Combination
Shower Only
_Water Closet
Dishwasher
garbage Disposal
Nashing Machine _
=loo; Drain 2"
Outer Heater
-aundry Room Tray
Jrinal �—
Dther Fixtures (Specify)
OMMENTS REGARDING ABOVE:
CITY OF TIGARD
DEVELOPMENT SERVICES SEWER CONNECTION
13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 PE RM I'T
1')ERM I T #. . . . . . . . 5WR97-0c_c_9
DATE ISSUED: 0E,/L'71 i7
PARCE"I..-: IS137,DB--07400
SITE ADDRESS. . SW HAWK' S BEARD RD #CLBH
SUBDIVISION. . . . : ZONING: R--L5
BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . . .rURISDICTION: TIG
TENANT NAME. . . . . :SUMMER CREEK VILLAGE
USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 40
C1-.ASS OF WORK. . . :NEW DWEL I_1 NG UN I TS. . : 3,,
TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0
INSTALL_ TYF'E. . . . :LTP IMIDERV SURFACE. 0 5f
Remarks : CL.UPHCIUSE: AND OPERATIONS BUILDING, COMMERCIAL BUIL-DING WITH PLAN REVIEW
Owner: _....._____._________________._.___.__.___._--.--.__—•--.__._____________ FEES
BOWrN DEVELOPMENT type amorant by date recpt
111 SW 55TH SUITE E'.260 PRMT $ 6600. 00 DRA 06/26/97 •� '96464
PORTLAND OR 97204 INSP $ 45. 00 DRr'i 06/26/97 97-296464
Phone #:
Contractor: -----_—________--_----.___—___—_
OWNER
$ 6645. 00 TOTAL
Reg #. .
— — ---— REQUIRED INSPECTIONS
This Applicant agrees to r.omply with all the rules and regulations Sewer, Inspection
of the Unified Seo,p�p Agency. The permit expires 198 days from
the date issued. The total amount paid will be forfeited if the
permit expires. The Agency does rot guarantee the accuracy of the
side sewer laterals. If the sewer is not located at the ieasurement
given, the installer shall prospect 3 feet in all directions from
the distance given. If not so located, the installer shall purchase
9 "Tap and Side Sewer" Permit and the Agency will install a lateral.
ATTENTION: Oregon law requires you to follow rules adopted by the
Oregon Litilrty Notification Center. Those rules are set forth in OAR
952-881-8810 tnrouyh OAR 952-8881-8898. You may obtain copies of
these rules or uestions to UK by calling 1583?246-1997.
,'' I ►'l Permittee
I s s ia ed
r++++++1++•+++++++i++++++++•++++++t+++++++++++++++++t+++• ++++++++++++++++++++++++.F
fall 639-•4175 by 6:00 p. m. for an inspection needed the ne:<t b,_rsiness day
i +++++++-?++++++++++++++-•++•F++++++++--++++++++•++++ �++++t+++•+++++++-+-++++-++++-1.++++++
Tenant Name:, )1',0/A (' il�CCUMUlatlVB eW@"r"reily This SWRAf: �..—
Adtiresa: V This PLM#: NOW
_ _
Tt2:s 1JIL•..5��Ta.'aQ .Vii:
f„t�no Vtlue IN-Amts# Previous Credits Capped Fixtures Fixtures New New
Value Capped off value added # added total #a total
Count off Ms cant value values
Har._stry/Font �—.-• 4 -
Bath Tub/Sh",er
Jacuz/Whpl _ 4
Car Wash- Each_tall B
-Drive Through
Cusoidor/Water Aspirator 1
Dishwasher • Commer 4
Domest 2 L I Z
Drinking Fountain 1 i
Eve Wash 1
Floor Drain/sink 2 inch 2 2-
3 inch 5
4 inch 6
Car Wash Drain R
Garbage Disposal 16
Dom Ito 3/4 HP) (/ I Le
Comm Ito 5 HP) 32
Ind lover 5 HP) 48
Ice Machine/Refrigerator Drains 1 _
Oil Sep(Gas Station) 6 _
Recmational Vehicle Dump Station 16
Shower- Gang(Pet Head) 1 �I
_ -Stall 2
Sink - Bar/Lavatory 2
Bradley 5
Commercial 3 — 7
Service 3 —
Swimming Pool Filter 1 r —
V cher, Clothes 6 _
,r Extractor f:
Water Closet, Toilet 6
Orinal 6 _
TOTALS �N q()
zj
Total fixture values: i�0 _ divided by 16 = `� EDU
HISTORY d
f'LM# EDU# SWR# �. —._-- -------- �
- - PLM# EDU# SWR#
PLM# EDU# SWR# PLM# EDU# SWR#
PLM# EDU# SWR# PLM# ECU# SWR# _
rl�1# FDU# SWR# PI M EDU# SWH
CITY OF TIGARD
DEVELOPMENT SERVICES BUILDING PERMIT
13125 SW Hall Blvd.,Tigard,OR 97223 (503)6394171 PERM 1-T #. . . . . . . : BUP96-0534
DATE ISSUED: 01 /21/97
PARCEL: il,3133DB-07400
`31TE ADDRESS. . . : 13436 SW HAWK' S BEARD RD #C.,L._H
S I I r�D I k)I S 10 N. . . . ZONINGiR-25
SLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . ..
----------------------------------------------------------------------------------
RE I SSUE: FLOOR EXTERIOR WALL CONSTRUCT ION—
rLASS OF' WORK. :NEW FIRST. . . . : 1890 5f N: ""3: F: W
TYPE OF 1JSE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS'.1-
TYPE OF CONST. :5N 0 sf N: S. Es W.
OC(.'Llr,ANZ:Y GRr-. .,n'-, TOTAL_. -.--- 1890 s ROOF CONST: FIRE RET? :
OCCUPANCY LOAD: 134 BASEMENT. : 0 sf AREA SEP. RATED:
STOR. : I H'T: 0 ft GARAGE. . . : V. sf OCCU SEP. RATED:
BSMT? -. MF:.ZZ? : REQD SETBACKS-------- -- REQUIRED----__..--_.-----.______.._
FLOOR
EQUIRED---------
FLOOR LOAL). . . . : 0 psf LEFT: 0 ft RGHT: 0 ft F"I R SPKL:N SMOK DET. . :N
DWELLING UNITSt 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:N HNDICP ACC:Y
PEOPM53- 0 rAnTHS 0 IMP SURFACE: 0 PRO C11RR:N PARKING: 0
VALUE. $-. 105730
Remarks: CLUBHOUSE AND OPERATIONS BUILIPINB, SEE SEPARATE PERMITS FOR ELC, PLM
TI-116 IS A COMMEPCIAL PERMIT FOR STRUCTURF. ONlY (NO SUB TRADE,,'))
Ownev-: FEES --------------
BOWEN DEVELOPMENT I;
ype amni.tnt by date v-ecpt
111 SW 5TH SUITE 2260 PRMT $ 448. 00 JMH 01/21/97 97-289191
PLCI� $ 291. 2171 TMH 10/16/96 96-277631
PORTLAND OR 97204 FIRE $ 179. J.0 JMH 01/21/97 97-289191
F.1
tinne #: 27.4--8400 5PCT $ 2.2. 40 JM1-1 01/21/97 97-289191
EROS $ 64. 00 JMH 01/21/97 97-289191
�'O. 80 JMH 01/21 /97 97--289191
CLintt-actot-: ERFIC $ I..,
LAOWEN r7VELOPMENT CO ERPC $ 20. 80 JMH 01/21/97 97-289191
1 1 J SW FIFTH AVENIJE, SUITE 2260 SWM $ 100, 00 JMH 01/21 /97 97--289191
PORTLAND OR 97204
rtione #: 627----9928 CONY $ 1146. 40 TOTAL
Reg #. . .- 074810
---- REDUIRED INSPECTIONS
This permit is issued subject to the regulations contained in the Fant/Found T.fSp
Tigard Municipal Code, State of Ore. Specialty Codes and all ether- Framing Insp
applicable laws. Ail wo"P will be done in accordance with Insi-tlatian Insp
approved plans. This permit will expire if wb--N is not -Aarted Gyp Board Insp
within 180 days of issuance, or if worP. is ,,!spended for Gi.tsp Ceilng Insp
than 18P dais.
T - gyred By g
Call fat, inspection 639-4175
Off- Ict �U
Commercial g i RRlicatl4a ^
1392 SW Nath Blvd. �..City of / �,. ,,_ ( >!r (,3 P(7r ��`(.' �( 7 VI
17gtyndr OR 97223 ay r i
(503) 039-4171
.lobsits Address: IhLAw Cis,_BtuRQ_ _
'mac �,. .,y .r� •,.,,:.., r �
Tenant: suits[ ✓✓T�.
Valuation; _ 319 � Q d /l S ' Planck/aec / ")- () �'
� � pp�� ���� � rrJ'r r l '., 1n J' ,l, r, �'. Permit ! :�-'�'"' - - /
Ow,ie IY .dLr_1G:Wd'> --Gtit:gN1P. _ Map A TI.
4ddr as q
21-"-_ L2�W t,op—P. _ Q1t1G�__ -__ AT1P!'�xlt�_Ricutrid
PlannlnQ --.
Phone: .' ��_- ----- ----- Enginewrhig
Others
IPMC
Contractor: bLT
Addr@s, �'SeartS.� k-QA PI N-�j7 µ
Type al const,
AVER1—� .—CA-1004— Occt:pancy r.L4913 � IP- ►.t. .IV I
Sprinklerwd? - Yes
r'ontractnr s Llcsnsw &LQ
(affach copy of currant Orrpon 6ca_nte) Sq R. Of prole:.t � �p
Contact name A pliono _�, � r ►}4� � _ Story (Ist. 2nd, e►,;
Proposed usi' _F&Vj:ftf.4 r1�1�•• _ .�t r<
Archltect/Enginear. �Z- GLJ"'S _
""`T'�'-- Previous use: ���_--
Addresa 3� 1h� -_ vC _Su4fiG 2421,
Note. Plumbing A mechanical pirins
must be submittea at tlme of
building permit application.
Ina DESCRIPTION
Ci-(`/\C'/lt-t- nj— 1'r V. (-i !! tiAp �!• I IAAk r• o) Ac1
Appli(ant SlgnrlturP. Phone numbor
'ieceNrid by' _ r' ` ,`+��"" 'r'" pate Ftecelved.
r
CITY OF TIGARD MECHANICAL.
DEVELOPMENT SERVICES PERM IT
PERMIT #. . . . . . . : MEC97-0055
13125 SW HAII Blvd.,Tigard,OR 97223 (503)639.4171 DA'T'E ISSUED: 06/27/97
r'ARCEL: L S 133DB--07400
SITE ADDRESS. . . : .13436 SW HAWK' S BEARD RD #CL.HH
SUBDIVISION. . . . : ZONING: R-25
BLOCK. . . . . . . . . . : LO'T. . . . . . . . . . . . . JURISDICTION: TIG
----------------------
CLASS OF WORK. . :NEW FLOOR TURN. . . . : 0 EVAP COOLERS: 0
TYPE OF USE. . . . ;CCDM UNIT HEATERS. . : 0 VENT FANS. . . :
OCCUPANCY GRP. . :B VEN'T'S W/O ADPL: 0 VENT SYSTEMS: 0
OTORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . . : 0
FUEL. TYPES-__.---.__._._____._ 0-3 HP. . . . : 1 DOMES. TWIN: 0
.GS 3-15 HP. . . . : 0 COMMI_. I NC I N: 0
MAX INF's1I- - 130000 PTU 15-30 HP. . . . : (A REPAIR UNITS: 0
FIRE DAMti'l=RS?. . : N 30-50 HP. . . . : 0 WOODSTOVE). . : 0
CTAS PRESSLIPE.. . . : L 50-1- HP. . . . : 0 CLO DRYERG. . : 0
NO. OF UNITS------------ AIR HANDLING UNITS OTHER UNITS. : 0
FURN ( 100K BTU: 1 (- 10000 c f n' : 0 GAS OUTLETS. : 1.
TURN > =100K wru. 0 > I.000k1 cfm: 0
Remarks s CLUBHOUSE MECHAN.�AL FOR DUCTWORY, AND EOUIPMENT - COMMERCIAL BLDG.
Owner.: __._._._.__._._._ ___--- -______.__- -- FEES
SUMMER CREEK VILLAGE AP'T" type amol_lrrt by date r-ecpt
LTD PARTNERSHIP PRMT $ 30. 00 DRA 06/26/97 97-296465
111 SW 5TH AVE STE E-260 PLCK t 7. 50 DRA 06/26/97 97-2964GS
PORTLAND OR 97204 51PCT $ 1. 50 DRA 06/2C,/97 97--296465
Phone #:
Contractor.: _________________.----._..._ .__.__-•
R JIROVEC ENTERPRISES
PnBOX 1211 -.__.....__._-.---__.__._.._------__....._..__.-..-.__- --.-
$ 39. 00 TOTA L-
iWT LL.AMINCI OR 9739E
Phone #: 503-843--7317
P p g #. . : 006977
------- REDU I RED INSPECTIONS
Ihr: permit is issued subject to the regulations contained in the Gas Litie I,isp
Tigard 41.nicipal Code, State of Ore. Specialty Codes and all other Mechanical I n s n
Applicable laws. All wort, wil' be done in accordance with Misc. Inspection
approved Flans. This permit will expire if work is not started Final Inspect ion
within 190 days of issuance, or if work is suspended for more
than 180 days. ATTENTION: Oregon law requires you to follow rules
adopted by the Oregni Utility Notification Center. Those rules are
set forth in ORP 952"-001-0010 through OAR 952-001 0680. You may
obtain copies of these rules or direct questions to OX by calling _......
5031246-X1187.
i!!'�•'� _ Pe r-m i t t P P S i.g n a t 1-kr e
r++4"+-f++ 1'...+-1•-F+++-F+++-Ft.-F•}....L...}... F.+.+....f'......t t.+.... ........ -++...4-F+
Call 639-4175 by 6s00 p. m. for- insper_tions needed the -text bi_rsiness day
t ++++++++++........f+++++++*++++++4...+++.++++++++++++++++++++.++++-f•++++•+++++4-+-1
1
02/05/97 13.'19 V503 684 T297 CITY OF TIG:IRD V ' 93002,1002
n Cnedt a "
CITY OF TGARD Mechanical Per it Applicatio � Shy tZedd By J?
13125 SW HALL. BLVD. Commercial anc7 Residential Oats Rac'd 3
TIGARD, OR 97223 Date to PAL -
(503) 639-4171, x304 C�l�l.� D+ %to DS 1-E `
.C-
Print or Type R�% _ �l7
Incomplete or illegible applications will not be accepted -I -'
Tflame d ufteroPnataa - Desonption
I Sf TMMI:It C'R RF.K c4 Table 1A Mechanical Coda OTr PRICE Intl
Job Saer n rwa'" Suets A) Perri nt Fee -0. - -0- 10.00
Addrvss 1344k SW H BEA
dwops czyrstm 71P BI SuapkYnental Pettnit 3 W
1 cu G�u,u� TIGARU ohy 97223
NJt.V,'"lltC ff V JAT APIS. --- 1.) Furnace to 100.000 BTU ) 6.00
Owner l�lm - nes.duces a vents 1
Manta AGUMIA - 2.) Furnace 100.000 ITU+
111 3✓4
5th AVE., =,, 2260 rid duos R vem _
Cayrsime no Phone 3.) Fleer Furnace 6.00
RITITM), OR. T72011 Z74 _ a� incl.veru 1- _
SN" --_
Safor"�me a un ouarie4.) Sus ienued llerter.wall heater 6.00
HVA or floor moulted heater _
Occupant '+vena aaanaa -^----_ `-- S.) Vent not incl in -
apolienr7e.'nCfrr,it
Gtyr,t". Do F --- B.) Boiler or rmrnp,heat pump.air=rid. 6.00
m 3 HP:abaorp unR to I00 BTU
- yes rr i.) Baler or tomo,nest pump air coria. 11.00
R. JTRC VBC 'T S 3.15 HF"atnortt unit to SOOK STU
Contractor "ai4^9*,"ran -- - 9.) Boder or tamp,nest pump,air Gond_ 1500
E-11) LSC 1211 15.30 AP:absem une 5.1 mil BTU
At cell=py cf G.NrS:Ta 2+o nn 0.1 Bailer or cfmp.Heal pump,arc cnnd_ 22-50Currrnt Lcer%en WALl)NITIVA CR. 9%M 83prro' 1 7 30-50 HP:ahsom and 1-1.75 and STU
�Yeyvn�xnr.C7ni.ila7[i uc.a Pip.Jaffe 10.) Boiler or comp,heat purrs.air cnrl 3i.50
69711 50 NP:itzoro unit 1.75 mil RTU
t 5vwm r a Wam a °tp.Cate 11.) Air handling unit to I I 4.50 I
10,000 CFM 1
�_Allh,te.t "'^^ 12.) Ar handling unit I 750
WAR AM-TIT--M10 coo CTM
or w.vir,q,ures93 13.) Non portatSe --- 4.50 -- ---
34 Iii F'1RSI' AVFNIE, ev000ratle=clef
Engineer c3y's6" Lo Phana 14) %remfin conn ece0 3-00
Mm1 y, (R. 97219 �?5-_ to a single duct
Descrthn wcrx New O AAditon O Altetaticn O Repal; O 15.) Ventilation systern rich 4.50
to ae loneRca+denbal O_Non-reiiientlal C included in appliance permit _
Aoorbonel De-su>t+uon of wont ---� - _ -- 16)) Hood swvpd Av mecftan al exhaust
�w�woR.t J,ND McOANICAL Il1I00-
VWFWNG UP T5 17) Domesticmdinerators - - - 750
Esisottg use of - - ------ 18.) Cartvnvraal or ndustrnttype JO 00
bwldinq or pmper•y _ _ _ incinerator
Recai units 4.30 1
Proposed use of 20) Wuomtovs aS0
building or pmperry
_ 21) Uothes dryer etc 4.50
pe
Tycf Ural•rd O natural gas O LPG C eiec_,c O 2Z) Other unrLs _ e0
I hereby ac mowledge Mat I have read this a::ollcaton,that the 23) Gas piping one to four outlets � 2.00 i
Information gtvnn is Cfnrrer<that I am Me ownef or auelonred agent of
!ho owner,that plans subrrlrtted are in compliance with Cregen Stab' 24) More.than 4-per outlet (each) .50
laws.
gnmtm of OwnertAgernt _ - Date --�-- ---- �y GTY.SUSTOTAL 7�1
l � •5U�OTAL
Contac;Person Name ---_-�- Phone 5%SURCHARGE
_ PLAN RFVIFW 25°x.OF SUBTOTAL - y
I
TOTAL
•Knimum permit fee r S"c3•5%surchn e
:'c2stVnec-hpmt clot (rev'l96) r+)
April 15, 1997
� I
i
RAR Architects CITY OF TIGARD
34 NW First Avenue, Suite 206
Portland, OR 97.219 OREGON
RE: Clubhouse Bldg. Mechanical Plan Review
Summer Creek Apartments
PC#: ?.17c MEC#: 97-0055
Submittal documents for the above referenced project have been reviewed for conformance with
the applicable 1996 Oregon Specialty Codes and other applicable• codes and standards. The
following comments are noted:
MECHANICAL.,-
1. All enclosed potions of Occupancy Groups A, B, E, F. H, I, M and S occupied by humans
shall be provided with a natural ventilation system as specified in OSSC, `,ection 1202 2.4
pr a mechanically operated ventilation system capable of supplying outs,ie air ventilation
in accordance with OSSC, Table 12-A, during such time as the building or space is
occupied [OSSC, Section 1202.2.11.
A The anticipated ventilation (outside air) occupancy load shall be determined and
specified on the plans.
i
B Submit revised plans.
The combustion air opening specified on Sheet M2.5 does not meet minimum
requirements. Provide two openings having a minimum of 100 squ-ire inches each
[GMSC, Table 7-A1.
3. Restroorns shall have a mechanically operated exhaust system capable of exhaisting 50
pubic feet per minute for each water closet[OSSC, Section 1202.2.51.
A. Provide revised plans.
Please submit four copies of revised submittal documents and a letter indicating your response to
the above comments for review. Please call me at (503) 639-4171 it you have any questions.
Sincerely,
Jim Funk
PLANS EXAMINER
C: R. Jirovec Ent.
P.O. Box 1211
Willamina. OR 9796
13125 SW Hall Blvd., Tigard, OR 9, 223 (503) 639-41/11 TDD (693)684-2772 -
MFMOi:ANDUM 05
To: Jim Funk
City of Tigard Plans Examiner
From: Bill Lanning
RAR Architects Inc.
Date: May 6, 1997
Subject: Summer Creek Village/Plan review response
MASTER PIAN REVII W - CLUBHOUSE I'('#:3-1,c MUCt.: 9'1-0055
MECHANICAL
1. The spaces in the Clubhouse,excluding the toilet rooms,are able to be naturally ventilated per Section 1202.2.4
of the OSSC. The mes;hanical system which is being provided is to be used for heating and cooling only.
Please see the attached work sheet which shows the natural ventilation area per room.
2. Two 10"xl0"combustion air openings have been provided per GMSC,Table 7-A. Please see revised sheet
M/2.5
3. The toilet rooms each have(1)ceiling exhaus+ fan. These are shown on sheet ME/2.4 and referenced to sheet
ME/2.1. The specified fan is a Broan Model 671 which has an exhaust rate of 70 CFM. Please see referenced
drawing sheets and attached fan docurrentation.
Natural Ventilation Area
Free Operable Area Floor Area %of net free operable
area to floor area
Lounge: 51.25 sq.ft. 358 sq.ft. 1/7 of the floor area
Entry: 80 sq. ft. 182 sq. ft. 1/2 of the float area
Leasing Office: 36.25 sq. ft. 280 sy.ft. 1/8 of the floor area
Managers Office: 11.25 sq. ft. 97 sq.ft. 1/9 of the f.00r area
Hallway: 12.5 sq. ft. 116 sr,, ft. 1/9 of the floor area
Exercise Room: 53.75 sq ft. 470 sq. ft. 1/9 of the floor area
(these figures have been
rounded to the nearest
whole number)
-7 .
Bath
Quiet high pedonnance bath tuns for every need and every budget
For fresher, cleaner bathrooms there's nothing like Broir►r llathroo►►t fulls. Front Ecouonry
to Premium mo ilos, Brol7►r offers one of the v,idest selections in the industry.
flus, all Broari bath fans lir, manufactured in the LISA to the highest quality standards.
So you can he sur, til, hath far? YOU choose Will deliver quiet, high perfur►nance
ventilation and givat looks that add up to extraordinary villue.
Motor/blower assemblies designed Prernium DelUXe `
for quiet,high performance
ventilation&easy installation
Behind attractively styled white 14
polymeric grilles,durable fan and
blower assemblies are encased in
sturdy housings. Permanently lubricated
motors drive specially designed blowers �.
to deliver high exhaust performance at �''r
low sound levels. And each fan features N ��✓' Models 671
�1/� 'J Models 676 670
quiet,durable dampers to prevent cold 684
Uackdrafis. ■ Durable groan-designed blower wheels
■ Centrifugal blower wheels and 4-pole motors ■ Tors ion spring grille mounting--no tools
Installation is simplified with built-in l r high capacity at low sound levels needed
■ Built in mounting ears lot quick,sturdy ■ Compact housings fit easily between wall studs
mounting gals. Plus, polymeric duct111slallaticto ■ Double strength steel mounting flanges with
connet,tors feature long tapered sleeves ■ torsion spnng grille mounting--no tools keyhole slots for fast installation
for easier,positive ducting. equired ■ single packs and Project Paks
A 5rngle packs and Project Paks ■ Covered by U S and foreign patents
All Broan bath fans are UL listed for use ■ Metal grille kits available separately • Metal grille kits available separately--Page 27
over bathtubs and showers when Page 27 a e;. Model 67t Ceiling/Wart Fan
connected to a GFC1 protected branch Model 676 Ceiling Fan ■ ,(i CFM 3 0 Sunes
circuit. ■ 1 tU CFM 4 0 Sones
Model 6717
Model 684 Ceiling Fan fi to, Ceiling/Wall Fan
■ 80 CFM 2 5 Sones 9j4 ■ 50 CFM 15 Sones
rrtooy
Models 1)7.' \i
WA Models 671
670
TIJL.17.1997 9:03AM DAVID EVANS AND ASSOC—PORTLAND NO.219 P.112
I �43K's
TELFCOPY TRANSMITTAL
2828 SW Corbett Avenue
TO: Mike Sheehaa r•AX N0; 684.7297
P►IONE No- 639171 Por+l.ind,OreWon 971oi
FIRM. City of Tigard *OF PAG:S: 2 T:1: 5oj.;uj,6663
FRoM: Gary Darling V I r PROS,a: BOWAX0335 Far, 503,2212VOI
Ar J
DATE: July 17, 159 REGARDING: SUMMErzCREEK VILLAGE APTS,
SAN. SEWER AT CLUBHOUSE
COP F:S FAX NO,
ORIGINAL TO FOLLOW Ea REGULAR MAIL Q OVERNI3HT MAIL- t7 COURIER F1 N/A
Mike,
Due to the fact that that the proposed location of the clubhouse moved 3' to the Nvest, the. Sanitary sewer needs to be
moved as well. The pipe also needs to be lowered to obtain more cover. In order to assure a stable slope between the
pipe and the, footing, structural fill will be placed over the pipe even though it is in a landscaped area,
I hanks,
Gary Darling
JUL.17.1997 9:04AM DAVID EVANS AND ASSOC-PORTLAND N''.219 Fl.
i � - - - - - I I—• a �a�1 - - �- - - — 1_ '-�� _ _ _ �...
h
II I � I �
IU —
4 r A, 5,03
O O O Ob C.O. 'S 1 -
_ u � u• cALLcA 18 8
LL _ LL Ll / - --- - - -
D UNITS
CLUBHOUSE
F.F. 191.5 F.F. 192.0 I
� CLUBHOU E
18 .5 o.
G.O. I E 1
1 ; I E. 184.51—
eeA
15 .5
I F• : r�
'. 185.5 � �-F, C� �F• l85.p
u"STs
CIN
FROJrCT SAN. SEWER AT CLUBHOUSE FIM"
Tf'rU SUMMERCREEK VILLAGE APTS.
_ TIGARD, OR
DDG• } PROJECT — SCAM Ar!FND11CnT N0. 3
C4.1 80WX0034 1" = 30' R3
DRAMA BY DESIGN DY AP DT�--- L,ATE
GID CID 7-14-97
Sep ?2 98 03: 46p Rnt1•ony Silvestrini 503 598 -0503 p. 2
e9/.'2/195A 1.1: 37 Z
' 9RA1_IN INTERTEC PAGC fl ,
BRAUN'z Braun Inlert+ec Corpere
rion
6032 N.Curler Circle, Ste. 480
I NTE RTECPC) Box 17126
Portland, Or
mon 97217
FILE COPY,Y
503289-1778 Fox-2s9.1918
Eng;naen orad 5cionlgh Servirta
�+e Hull!and Nnlurol fnvironmanA
Scliten.N-r 22, 1998
Mr. ,Steve. Roberta
Bowen Development
12570 SW 69th Suite 200
Tigard, Oregon
Dear Mr. Roberts:
Re: SPECIAL INSPECTION
t Summer Creek Village Apartrnents
13456 SW Hawks Btard
Tigard, Qaegoxi
•,' PtrznljR'irY0.: Site 9696-0032
This is to certify drat, in accardgPce with section 170!,3 of the ,-State Building Code
perfnrtncd Special Inspection of the Site Grading and Compactiorx. we have
A)) inspections tad tests Were performed and r
best cif my knowlerige, the work was in accordncr,ewdh the alilptvv dto e 1�yt�nd�nta and to t1:-
the Statc Building Crxle and Standards. p pecifications of
,• Siuccicly,
a.
' cj Cpl Mt
William M. Weyrauch, P.E.
Vice 1'resident/Principal Erg!nc4r
ne4oK
wmw:s yd
r
r: Georre Stcrla. City of TiCanH
f,\groups\cnddx\nrnda\rtnat\cadn97 5114
CITY OF TIGARD
DEVELOPMENT SERVICES
13125 SW Hall Blvd., Tigard, OR 97223(503)6394171
CERTIFICATE OF
OCCUPANCY
PERMIT #. . . . . . .
DATE 'ISSUED:
PARCEL a IS1 33DB--07400
t TE ADDRE")S. . . a 1'4 Fa SW HAWK' S BE=ARD ST #CI_BH
IADIVISJON. . . . s 2ONING: R- 25
. . . . . . . . . . . LOT LOT. . . . . . . . . . . . . a JURISDICTIONa VIU
ASS OF WORK'. :NEW
i vVIL OF USE. . . :COM
,(_ OF CONST'P-5N
i IPANC Y GRP. :A3
OPANCY LOAD a x.34
INANT NAME:.. . . a
m air k s a CLUBHOUSE AND OPERATIONS BUILDING
)MME'R CREEK LLC
it SW F'IF'TH 02260
l iRTLAND OR 97204
lone #1
nZraactor . _ ,..__..._____..._.._..___..._.__._.._... _..._.._.......
�JWFN REAL U')TATE GROUP
F'ONK•, OF AMERICA BUILDING
1 ,A SW MORRI SON #1000
)RTLANI1 OR 97204
one #o TONY
r:) #. . s 000748
is Certificate grants occupancy of the above referenced bon1ding Or portion
mi-pof and confirms that the building has been inspect.ad faj, compl. i-4nce with
,w :'.tate of Orgon Sper_i<Alty Cortes for the group, occ:u,pe.nt.y, aTVC.1 uf;e 1-1nder
0-h the reforenced permit was issued. f
'(1 DING INSPECTOR BUILD` 140 OFF'ICIC
POST IN CONSPICUOUS PLACE
Page No. 1 CASE HISTORY FOR CASE NO.: PLM97-0068
BOWEN DEVELOPMENT
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
PLMC003 Application received / / / / 01/21/97 JMH 03/03/97 J•H
PLMC005 Permit Created / / / / 03/03/97 COULD NOT ADL TO SUP AS WITH THE MEMO JMH 03/03/97 J•H
DWELLING BUILDINGS. CREATED
SEPARATE PERMIT THIS DATE.
PLMC007 Plans roue 3 to Plans Examiner / / / / 03/03/97 USE PLANS ALREADY APPROVED FOR PASS JMH 03/03/97 J•H
STRUCTURE, PLEASE STAMP ALL FOUR SETS.
PLMC040 (F) Ready to issue / / / / 06/24/97 PASS DRA 06/24/97 DRA
PLMC050 (F) Issue permit / / / / 06/17/97 PASS DRA 06/27/9'1 DRA
PIMC120 Plumbing Undersl 03/03/97 / / 08/06/97 see plumbing under floor this date PASS RAS 02/11/98 RB
PLMC705 Sewer Inspection 03/03/97 / / 03/07/97 PASS RAB 02/13/98 RB
PLMC711 Water Service Insp 03/03/97 / / 1 /15/97 to double check ok PASS MS 10/15/97 MRS
PLMC720 PLM/Underfloor 03/03/97 / / 08!06/9'7 PASS RAN O8/07/97 KAB
PLMC725 Top-out Insp 03/03/97 / / 01/14/98 no test FAIL MS 01/14/9P. MRS
PLMC730 Storm Lrain Insp 03/03/97 / / 11/25/97 as per card left on site PASS MS 02/]3/98 RD
PLMC735 Rain Drain Insp 03/03/97 / / 07/24/97 Perimeter rain drains only PART RAB 08/13/97 ,7•H
PLM-'735 Rain Drain Insp / / / / 11/25/97 PASS ME 11/26/97 J•H
PI,MC740 Misc. Inspection / / / / 05/04/98 called for chlor nation blowoff, refered NOTE. WA 05/04/98 CeS
to water dept and health dept
PI.M.:745 Drinking Fountain 03/03/97 / / 05/12/98 PASS TLP 05/13/98 J•4
PLMC750 RP/Dackflow Prevent^r 03/03/97 / / 05/12/98 PASS TLP 05/13/98 J•H
PL.MC799 Final Inspection / / / / 01/15/98 no ho, water NR MS 01/15/98 MRS
PLMC799 Final Inspection L3/03/97 / / 05/05/98 NOT READY FAIL WA 05/05/98 GES
PLMC799 Final Inapection / % / / 05/12/98 Clubhouse approved. Pool House is not PASS TLP 05/13/98 J•H
part of this permit approval.
PI,MC800 Case Finaled / / / / 05/12/98 PASS TLP 05/13/98 J•H
PLMD7:5 Top out Insp / / / / 01/21/98 PASS MS 01/21/98 MRS
Page No. 1 CASE HISTORY FOR CAKE NO.: ELC97 0119
BOWEN DEVELOPMENT
134F6 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
code Sent Done Done Date By
ELCC001 Application received 03/03/97 / / 01/21/97 JMH 03/03/97 J•H
ELCC003 Permit created 03/03/97 / / 03/03/97 CREATED THIS DATE AS THIS BUILDING CAN'T MEMO JMH 03/03/97 J•H
BE PROCESSED AS A MASTER PERMIT
ELCC110 Plans checked/approved by P.E. / / / / 06/16/97 PASS MJR 06/16/97 J•H
ELCC115 Routed to Plans Examiner 03/03/97 / / 06/16/97 PASS MJR 06/17/97 MJR
ELCC117 DDT Post Review complete / / / / 06/19/97 Can be made ready as s:,on as project is PASS JSD 06/19/97 JD
ready. isd
ELCC400 (F)Ready to issue / / / / 06/24/97 PASS DRA 06/24/97 DRA
ELCC500 (F)Issue permit / / / / 06/27/97 PASS DRA 06/27/97 DRA
ELCC700 Ceiling Cover 03/03/97 / / 01/30/98 Rough in pdes, service not complete. 4 PASS BRP 02/01/98 J*H
fan boxes in rec room.
FLCC730 Elect'l Service 03/03/97 / / 01/30/98 FAIL, BRP 02/01/98 J•H
E!.CC730 Elect'l Service / / / / 02/19/,B PASS BRP 02/26/98 J•H
F.LCC799 Elect'l Final 03/03/97 / / 05/06/98 Pool equipment, room not approved at this PASS BRP 05/06/98 B*P
time Will be a s?pirate permit.
ELCC799 Elect'l Final / / J / 05/05/98 unable to inspect do to fre€h concrete, FAIL CD 05/05/96 CD
res. for 5/6/98
ELCC800 Case Finaled / / / / 08/18/98 Does not include pool equipment room. PASS BRP 09/02/98 JT
does include branch circuits for pool
equipment only. See elr98 0154.
Page No. 1 CASE HISTORY FOR CASE NO.: MEC970055
BOWEN REAL ESTATE. GROUP
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Srhd/ End/ Action Notes Disp By Update Upd
node Sent Done Done Date 9y
MEC0007 Application received / / / 03/07/97 NO APPLICATION, RECEIVED BY COURIER RECD JMH 03/10/97 J*H
MECC008 Permit created / / / / 03/10/97 PASS JMH 03/10/97 J•H
MECCO15 Routed to Plans Examiner / / / / 03/11/97 PASS JMH 03/10/97 J'H
MECC011 Plan P.eview Ltr. to Ofc. Svcs. 04/10/97 / / 04/10/97 JHF 04/10/97 JHF
MECCO19 Revised plans received 04/10/97 / / 05/08/97 APPR JHF 05/08/97 JHF
MECCO20 Plan checked/Approved by P.E. / / / ,' 05/08/97 JHF 05/08/97 JHF
MECCO25 h,!viewed Plans Routed to DSTS / / / / 05/08/97 APPR JHF 05/08/97 JIIF
MECCO80 (F) Ready to issue / / / / 05/32/97 Need current CCB for Jirovec. Also no PASS DRA 05/12/97 DPA
signature on application so make sure
and get one on permit.
MECC090 (F) Issue permit / / / / 06/27/97 PASS DRA 06/27/97 CTR
MECC705 Gas Line Insp 04/10/97 / / 02/06/98 29 2/3# psi, Tag 323312. See Mechanical PASS RB 02/06/98 J•H
Rough in for other related issues.
MECC705 Gas Line Insp / / / / 02/06/98 l" line failed w/ 00 pressure FAIL RB 02/09/98 RB
MECC705 Gas L!ne Insp / / / / 02/12/98 323395 PASS RB 02/11/98 RB
MECC706 Mechanical Insp / / / / 02jn6/98 1. Remove wiring away from 10 inch vent. FAIL RB 02/06/98 J•H
2. Secure gas line at all change of
directions, i.e., 3/4 at ceiling level,
etc.
1. Secure gas line at all changes of
directions, I.e., 3/4 at ceiling level,
etc.
4. Insulate back side of ho: water room
heater/furnace duct within attic.
S. #5 location above combustion air
requirements must be met. Provide fr,,
canbustion air for boiler room.
6. Heat duct disconnected in SW room
(forward location) .
7. S-vent sleeves required at v^nting
within attic space.
MECC706 Mechanical Insp / / / / 02/12!98 remove wire away from holler flue PEND .B 02/13/98 RB
combustion air :eq'mts
final appliance inspections- final
installation
gas line approved....
Paye No. 2 CASE HISTORY FOR CASE NO. : MEC97 0055
BOWEN REAL ESTATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLBh
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Dnne Gate By
mi..C(2710 Mechanical Insp 01/10/97 / / 01/30/98 MECH E-JJIPMENT NOT SET IN Fl,).(-'E FAIL RB 01/30/98 RB
VEHTINC INCCMPLFTE
DUCTS INCOMPLETE
COMBUSTION ATR REQUIREMENT'
MECC755 Mise. Inspection 05/08/97 / / / / combustion air inlets (2) ea 05/08/97 JHF
MECC799 Final Inspection 04/10/97 / / 05/05/98 MECHANICAL EQUIPMENT NOT INSTALLED IN FAIL RB 05/06/98 RB
MECH ROOM
PROVIDE i" CLEARANCI: AT FLUE T'HRU
CFILING/B VENT COLLAII REQ'l,
WHAT HAPPENED TO 'THE 12" FLUE FI)R THE
BOILER- NOT THRU CEILING?
EKTF.ND VENTING ABOVE. UPPER ROOF LEVEL AS
PER SPECS.
CURNACE ROOM:
72k BTU HOT WATER HEATER 6 88k BTU
FURNACE- COMBUSTION AIR REQ'MTS.
B VENT CLEARANCE FROM GYP 6 INSUALTION
IN ATTIC. PROVIDE P. SLEEVE IN ATTIC FOR
PROTECTION AGAIN:,T INSULATION.
MECC799 Final Inspection 05/31/98 / / 05/29/9H 1. Need handicap sign with braille on FAIL RC 05/31/98 J-11
wall 66 inches to center latch side.
2. Need ramp at rear door.
3. Need fence around building.
4. Remove dead bolts on exits.
5. Need sign over main exit. This door
to remain locked.
MECC799 Final Inspection / / / / 06/01/98 This inspection does not include the PASS RB 06/01/98 RB
pool Mechanical Room or the pool.
Au per RC report dtd 5-29-98.
MECC800 Case Finaled / / / 08/28/98 PASS 08/28/98 J•H
z
Page No. 3 CASE HISTOR. FOR CASE. NO.: MEC97 0055
NOWEN kEAL ESTATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Srad/ End/ Action Notes Disp By Update Upd
Code Sent Done Gine Date By
--------------- -
MECD799 Final Inspection / / / 05/0''/98 SDR96 0015 needs to be inspected and FAIT
approved. Building fl.ial can not be
approveduntil the abo✓e permit is signed
off.
MECHANICAL INCOMPLETE,D ISSUES OF PRIOR
REPORT DTD. 5/5/98 RB. WILL RE CHECK
ALL ISSJES RE: MECHANICAL, ONCE
EQUIPMENT IS SET AND OPERATIONAL. MECII
ROOM (BOILER) FOR POOL.
The club house mechanical approved w/
insulation of fur.iace plenum.
i
1
Page No. 1 CASE ""TORY FOR CASE NO.: ELR98 0025
BOWEN DEVFIOPMENT
13456 SW H',WK'S BEARD ST Unit: CLBH
10/1S/9B
Action Description Rea./ schd/ End/ Act on Notes Disp By update Upd
Code Sent Dane Done Dale By
ELRC001 Application Received / / / / 01/27/96 RECD JSD 02/03/08 GEO
ELRC003 Permit Created / / / / 02/03/98 DONE GEO 02/03/98 GEO
ELRC500 (F) Issue permit / / / / 02/03/98 PASS CEO 02/03/98 GED
ELRC725 Low Voltage Inspection / / / 05/07/98 PASS BRP 05/08/98 B•P
EL'iC799 Elect'l Final / / / / 05/07/98 PASS BRP 05/08/98 B'P
FLRC799 Elect'l Final / / / / 05 /98 Main fire alarm panel and monitor PASS CD 06/03/98 J•H
.,moved.
ELRC800 Case finaled / / / / 05/07/98 PASS BRP 05/11/98 J"H
Page No. 1 CASE HISTORY FOR CASE NO.: BUP96-0534
BOWEN DEVELOPMENT
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15 9P.
Lctioa Description Req/ Sc-hd/ End/ Action totes Disp By Update Upd
Coue S,= Done Done Date By
SUPC007 Applica'.ion received / i / / 03/29/96 JMH 11/01/96 J-H
BUPCU08 Permit �:reated / / / / 03/29/96 JMH 02/06/98 J•H
BUPCO15 Plans routed to Plans Examiner / / / / 05/Oi/96 Plane not complete, no mechanical, JMH 02/06/98 J•H
plumbing epnce.
BUPCOIB P'.an Review Ltr. to Ofc. Svcs. / / / / 07/22/96 JHF 10/OF/96 JHF
SUPC018 '?lan Review 'tr. to Ofc. Svcs. 10/08/96 / 09/12/96 10/0d/96 JHF
BUPCO20 Revived Plane Received / / / / 09/10/96 JHF 10/08/96 JHF
SUPCO20 Revised C1ans Received 10/08/96 / / 10/07/96 JHF 10/06/96 JHF
BUPCO24 Plane Approved/Routed to DSTs / / / 10/06/96 APPR JHF 10/08/96 JHF
'.4UPC070 HOLD FOR (Note in Action Memo) / / / / 06/10/98 HOLD C/O MISSING It'3PECTION(S), SENT 09/10/98 JT
APPROVE') FI14AL INSPECTION SLIP BACK TO
RICK. HOLD C/O UNTIL CONFIRMATION FROM
RICK OK TO C/O. JEANNE T.
9/9/95 per Risk/Jean "WACO Health Dept
must give written approval before
another request for a building final
(which will include the accessory
building i pool). Carl at Bowen will
call in final request when he receives
WACO Health Dept approval.
RUPC073 Hold Release to Pending Status / / / / 09/18/b8 Hold released by Washington County PACS RB J1/21/98 RB
per.9ing application and fees. My
in•,pection notice dtd. q-31-98 reminded
of thin WACO requirement, but does
not conclude that I maintain a
din-nrro•al fcr inspection or
finalization of the Clubhouse ant Pool.
IUPC075 Hold Release to Icsued Statue / / / / 09!25/98 fixed 091898 return to pending PASS JMH 09/25/98 ,'•H
BUPC090 (F) Ready to issue / / / / 11/01/96 CREATE SEWER WITH PLUMBING PERMIT WHEN PASS JMH 11/01/96 J•1i
RECD
SUPC100 (F) Issue permit / / / / 01/21/97 BECAUSE THEIR ARE NO SEPARATE PLANS FOR PAID JMH 01121/97 TAT
THE CLUBHOUSE I AM HOLDING THE BUP TO
RELEASE WITH THE DWELLING UNITS. THEY
SHOULD BE READY IN ONE. WEEK.
BUPC461 Develo Rev Ccnditions 4et / / / / 10;14/38 PASS DS 10/14/98 DS
Bl,PC705 Foot/Found Inep 10/09/96 / / 07/07/97 Provide adequate keyway (app or die not FAIL R) 08/13/91 J*H
circled).
Page 140. 2 CAQV11 ':ORY FCR CASE NO.: BUP96-0534
BOWED DEVELOPMENT
13456 SW HAWK'S BEARD ST Unit: CLBN
10/15/90
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
BUPC705 Foot/Fourd Insp / / / / 07/21/97 Approved pending: 1. Maintain siesmic PASS RB 08/13/97 J•H
requirement-: 2. Place anchor bolts as
per plans and engineering.
AUPC740 Framing Insp / / / / 02/06/98 1. Plumbing top out Tailed 711498 MS FAIL RB 02/06/98 J•',
No sewer inspection for this address.
No water line inspection for this
address. (OK done 1J1597)
No storm line inspection for this
address.
2. Unable to perform framing inspection
this date due to the above.
3. Shear needs to be inspected and
approved prior to calling for framing,
4. Framing contracts r walk- .:ru
w/retaining note of corrections noted.
SUPC740 Framing Insp / / / / 02/12/98 vent baffles missed, PEND RB 02/13/98 RB
tempered glazing req'm' ,
mechanical issues.
ALPC790 Insulatir,n Insp / / ! 02/13/90 Make sure the walls and doors FAIL RB 02/24/98 J-H
surrounding the furnace and water heater
room are inoulated as ccnbustion air
outsleto to the out side ma.e the area a
non conditioned space CPE
021398:
Not ready.
1. Vapor barrier still not totally
applied.
2. Firestop thru hole penetrations, i.e.
in boiler room plate.
3. Insulate waterlines within attic.
4. Insulate hard-to-reach corners.
Insulate backs of water line between
vent baffle.
G. Remove wire a,+ay from boiler vent.
7. Nnil plate hosetib at doorway in
boiler room.
8. Where blocking misseC, level of
ceiling in boiler room - firecaulk (fire
wool) at ceiling wit,ain wall.
9. Remove gas line +sway from Jfer ground
in boiler room.
10. Electrical boxes within boiler room
recessed too deep for 5/8 inch gyp.
Page No. 3 CASE HISTORY FOR CASE No. SUP96 0534
BOWEN DEVELOPMENT
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upu
Code Sent Done Done Date By
SUPC750 Insulation Insp / / / / 02/18/98 PASS 1.8 02/19/98 RB
SUPC750 Insulation Insp / / / / 04/21/98 ATTIC INSULATION- R30 ok P,,RT RB 05/11/98 RB
SUPC757 Shear Wall Insp / / / / 11/21/9' ]. Secure anchor bolts and install where FAIL, RB 11/2_/97 ,1•H
missed.
4. 5/8-Inch GB interior shear not in rt.
main entry. NAILINg 6d 4-inches OC.
3. 5/8-inch OB exterior shear panels not
nailed as per plans 4-inch OC,
4. Interior MPAHD - missed at main
entry.
5. Braun Engineering .inspected exteior
shear !]U'd prior to cover (field report
attached).
OK 'rO SIDE, CALL FOR REINSPECTION.
BUPC757 Shear Wall Inep / / / ; 02/06/98 incompleted issues FAIL RB 02/09/98 RB
BUPC757 Shear Wall Insp / / / i 02/1:/98 PASS RB 02/13/98 RB
BUPr_760 Gyp Board Insp / / / / 02/25/59 Rec side only- not including mech room PAR: RB 02/25/98 RB
nail where missed.
3UPC762 burp Ceiing Inep / / / / / / N/A 05/07/98 RB
BUPC802 Final Inspection / / / / 05/07/98 ELC97-0119 FAIL RB 05/07/98 RB
ELR9B-0118
MEC97 0055
PLM97-0068
SIT96-0032
BUP98-0045
SDR95-0015
83,750 ADDRESS CHANGE
8163,785 MST96-0214
Before a completed final for building
can be approved, all above fees and
permits must be signed off. No
inspection made this date.
13UPC802 Final Inspection / / / / 06/01/98 As per RC report dtd, 5-29-98. PASS RB 06/01/98 RB
Paae No. 4 CASE HISTORY FOR CASE NO.: BUP96-0534
BOWEN DEVELOPME-NT
13456 S') HAWK'S BEARD ST Unit: CLBH
10/15/SB
Action Description Req/ Schd/ End/ Action Note❑ Disp By Update Upd
Code Sent Done Done Date By
BUPC802 Final Inepection / / / / 09/21/48 AOTEi please be reminded that Wash. Cty. FAIL RP 09/21/98 RB
requires that the pool can not be used
until all application(B) and fees be
submitted.
1. Submit Final Engineered grading
report SIT96-0032 as per my report dtd.
5-8-98.
2. Clubhouse r,,,;uires the following
sign-offs:
a. BUP98-0045 (Fire Nlarm)
b. ELR98-0118 (Protective Signal)-
9-1-9P brp- ok
My report dtd. 5-7-98 listed these
sign-offs ad a req'mt. My repert dtd.
6-1-98 stated "PASS" as per KC report
dtd. 5-29-98, but the permits listed
above in issue 2 have not been signed
off.
Please re-call for these permit
sign offs.
INSPECTION TERMINATED.
SUPC802 Final Inspection / / / / 09/21/98 BJP98-0045 SIGN-OFF required. FAIL RB 09/21/98 RB
Submit engineered reports.
BUPC802 Final Inspection / / / / 09/25/98 PASS RB 09/25/98 J•H
BUPC960 (.see Finaled / / / / 09/25/98 PASS RB 09/25/58 J4H
HUPD767 Roof naiing Insp / 1 / / 12/16/97 PASS RB 12/17/9 RB
NOTE: gap joint connections 1/8" AND
off set sheathing joints
Braun inspected same w/ approval- report
in file.
BIJPD950 (F) Issue Cert. of Occupancy / / / / 09/25/98 MAILED TO OWNER 10/14/98. MAIL VLN 10/14/98 VLN
Page No. 1 CASE HISTORY FOR CASE NO.: SITj6-0032
BUWEN REAL F°TATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
SITA0;7 Application received / / / / 03/29/96 DID NOT INCLUDE ESTIMATE OR FEE FOR PLAN INCM JH 11/22/96 J•H
kEVIEW
SITA000 Permit Created / / / / 05/07/96 NEEDS MLP ON TX LOT 4300 INCM JH 12/19/96 J•H
SITA010 Check for prel. restrict. / / / / 04/09/96 ^C/13/96 JHF
SITA015 Plans Routed to Plane Examiner / / / / 05/07/96 PEND JH 06/13/96 JHF
SITA018 Plan Rev. Ltr Sent to Ofc Svcs 06/13/96 / / 06/13/96 JHF 06/13/96 JHF
SITAU20 Revised Plans Received / / / / 10/08/96 JHF 10/07/96 JHF
SITA024 Plans Approved/Routed to DSTs / / / / 10/06/96 APPR JHF 10/09/96 JHF
SITA070 (F) Ready to issue J / / / 11/22/96 JMH 11/22/96 J•H
SITA092 (F) Issue permit / / / / 01/17/97 PAID JMH 01/17/97 DST
SITA750 San Sewe- Insp / / / / 08/07/97 #1 Lateral connection. PASS RAB 08/00/97 RAB
SITB700 Erosion Control / / / / / / 06/13/96 JHF
SITB705 Excavation Insp / / / / / / 06/13/96 JHF
SITS710 Fill Inspection / / / / / / 08;13/96 JHF
SIT8720 Grading Insp / / / / / / 06/13/96 JHF
SITB740 Strm Drain Insp / / / / 07/22/97 FROM STA 2+41 k 3+54 2516" PART RAS 07/22/97 J*H
3+54 6'6
FPOM STA 3+54 k 5+56
2714" LATERAL
4816" LATERAL
1214" LATERAL
8016" LATERAL
FROM STA 5+56 k 8+51
2714" LATERAL
37-41' LATERAL
4816" LATERAL.
27'4" LATERAL
1214" LATERAL
FROM STA 1+41 4516" LATERAL
2+41-2618" LATERAL
716" LATERAI,
5714" LATERAL
SITS757 Domestic water line inspect. / / / / 09/29/97 laterals off mair. okay - 6 lines PASS MS 09/29/97 J•H
SITS775 Engineered grading final reprt / / / / 09/22/98 Received Engineering report 09-22-98 RECD RS 09/23/98 RB
SITB799 Final Inspection / / / / / / OK 10/09/98 RB
SITC720 Grading Insp 05/11/98 / / 06/14/99 Around pool/rec. bldg only- ok. PART RB 08/iB/98 RB
SITC724 Retaining Wall/Foot.inq 05/11/98 / / 08/14/98 Around pool / rec. bldg orly ok PART RB 08/18/98 RA
SITC730 Paving Inep 05/11/98 / / / ! 05/11/98 RS
Page No. 2 CASE HISTORY FOR CASE NO.: SIT96-0032
BOWEN REAL ESTATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
SITC740 Strm Drain Inap 07/23/97 / / 07/23/97 MH 1+93 to 4+k�5, 272'-1811 Storm Line A PART RAS 07/23/97 J•H
1+65 to 5+84 199'-1511
5+ 84 to 7+38 154'-1211
STA 8+51 to end 661-411 Lateral
PARTIAL INSPECTION APPROVED
SITC740 Strm Drain Inep / / / / 07/18/97 Line C STA2+59 to STA5+03 - 611 343' PASS RAS 07/28/97 J+H
Lateral 5+03 to clubhouse, air test ok
Lateral STA3+24, 271411, air test ok
Lateral 6TA3+34, 191411, air test ok
Lateral STA5+00, 281411, air test ok
Lateral to clubhouse 2'6", tv still to
come
S17C740 Strm Drain Insp / / / / 07/30/97 CATCH BASIN INSPECTIUPJ PRIVATE LINE: FAIL RAB 08/01/97 J-H
Piping to catch basins is okay, however,
catch basins themselves are disapproved
and must be removed or properly
identified an per manufacturer's
specifications,
as previously approved by the State Of
Oregon.
SITC740 Strm Drain Inep / 1 / / 07/21/97 Line A outfall to Rte 1+93 2411 PART RAB 08/13/9'7 J*H
Line P- 0+00 to 1+41 15"
1+41 to 2+41 1511
3+54 to 5+56 1511
5+56 to 8.51 1211
SE corner catch basin to outfall 811
bio Swale ditch inlet to outfall 6"-10'
6" lateral Ste 0+00 to bio swale
4" lat_ral off above lateral
Sta 1.41 6" lateral to bio swale 101'
411 lateral off above lateral 111
Sta 1+73 411 lateral 351
Sta 2+41 641-8" lateral
partial approval
SITC750 San Sewer Inep / / / / 07/14/97 Partial from Station 1-30 manhole to PART RAB 07/14/97 J*H
Station 2+33 manhole and lateral Station
1+42 an marked on plane.
Page No. 3 CASE HISTORY FOR CASE NO.: SIT96-0032
BOWEN REAL ESTATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done )ate By
SITC750 San Sewer Insp 07/20/97 / / 07/16/97 STA4+12 to STA 5+14 Line A, 102'-611 air PART RAS 07/20/97 J'H
okay
STA4+12 18'-411 lateral okay
STAG+00 to STA2+59 259'-611 air okay
STA1+104 16-411 lateral line C ai. okay
STA2+00 27'-411 lateral air okay
STA5+14 18' 411 lateral - air okay Line A
STA5+14 to STA6+60 Line A 14, '-6611 air
okay
STA5+94 281-411 lateral air. o. ay
STA6+60 33'-411 lateral air okay
STA6+60 701-4" lateral air okav
TV STILL TO COME.
SITC750 San Sewer Insp 07/20/97 / / 07/15/97 103'-611 STA1+42 Line B air test okay, TV PASS RAS n7/20/97 J"H
still to come
921-411 lateral Line B air teat okay, TV
still to come
421-4" lateral Line P air test okay, TV
still to come
1301-611 STAO00 Line S to STA1+30 air
test okay, TV still to come
0+00 Line C to 2+59 Line C (visual only)
5+03 Line C to 2+59 Line C (visual only)
145'-B" STAO+04 Line A to 1+141 okay on
air test, TV still to come
19' 4" STAO+30 Line A lateral okay on
air test, TV still to come
271'-611 STA1+41 Line A tc STA4+12
(visual only)
161-411 ST'A2+28 lateral (visual only)
261-4" STA2+28 lateral (visual only)
AS MARKED ON PLANS
SITC750 San Sewer Inep / / / / 07/17/97 Partial testing: PASS RAB 07/22/97 1.11
STA2+33 to encs of lateral 36'-411 air
test okay (B)
STA2+59 to end of lateral 321411 Line c
aic test.
SITC750 San Sewer Inep / / / / 07/18/97 see storm drain notes this date, C PASS RAB n7/28/97 ,:-II
I
Page No. CASE HISTORY FOR CASE NO.: SIT96-0032
BOWEN HEAL ESTATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLSH
10/15/98
Action Description Req/ Schd/ Nnd/ Action Notes Disp By Update Upd
Code Sent Done Dane Date By
SITC165 Fire system test 05/11/98 / / 10/08/98 0830-0930 am PASS RB 10/09/98 RB
Flushed a 2-pointe- most remote ends (NE
corner in front of Building K and at
East entrance to site off of 135th.)
SITC770 Misc. Inspection 05/11/98 / / 05/0E,98 Made a walk-thru for the NOTE RB 05/11/98 RB
Builder/Contractor: Building perimeter.
1. Engineer grading report- req'd.
2. Trash enclosure not constructed yet.
3, Bicycle rack not installed yet.
4. Lighting not installed yet.
S. Crosswalks not painted yet as per
plane.
6. 6 sidewalks req'd as per plans where
parallel to parking.
7. Striping needed at side of building,
S. Pool permit req'd
9. Retaining wall permit may need to be
obtained if greater than 41.
10. Handicap ramp req'd to be installed
at 'cont of building w/ wings.
Storm and sanitary inspections made by
RAS 7-14-97 thru 7-30-97, AND by MS
8-22-97- PASSED.
Domestic water line passed 9 .'9-97 by
Ms.
SITC770 Misc. Inspection / / / / 09/02/98 Courtesy site walk-thru; PART RB 09/03/98 RB
Install cross walks where missing.
Re-locate bike racks where blocking
either trash enclo9ure and sticking out
into the route of travel.
Swaies adequatel
Retaining walla- ok, except that
barriers are needed at locati-)n of
building L and K in the rear.
Landscaping near completion.
SITC775 Engineered grading final rept` 05/11,98 / / 09/22/98 Recd final grading report. RECD RB '0/09/98 RB
SITC799 Final Inspection 05/111,98 / 1 / / OK 10/09/98 RP
SITC800 Case Finaled / / / / 10/13/98 10/13/98 ,r1'
Page No. 5 CASE HISTORY FOk CASE NO.: SIT96 0032
BOWEN REAL ESTATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
----- - -—-------- ------------------ -------- -------- -------- ----- -- ------------------ ---- .. . - - --
SITD740 Strm Drain Insp / / / / 07/24/97 Line A Laterals PASS RAS 08/13/97 :1-H
Rain drain perimeter only. See permit
PLM97-00'8
Sta 1+93 to 4+65, 272'-18" Line A
4+65 to 5+84 119'15" Line A
5+84 to 7+38 154'-12" Line A
4+65 to end 166'-8" lateral Line A
Sta 7+38 to end 901-8"
Between Sta 1+93 & 4+65 Lateral 33'-6"
Sta 1+93 & 4+65 Lateral 44'-8"
Gla 1«93 & 4+65 Lateral 22'-4"
HITD740 Strm Drain Insp / / / ! 07/25/97 Laterals on storm line A: PASS RAD 08/13/97 JOH
From Sta 4+65,-55'-611, 19'-4" lateral
Between Sta 4+65 to 5+84, 37'-6" lateral
Sta 5+84,90'-8" lateral
Sta 7+38 -9U16" lateral
SIT0740 Strm Drain Insp / / / / 08/22/97 Catch basin (area drains) need to be PASS MS 08/22/97 J•H
stamped and approved by a recognized
testing agency.
SITD757 Domestic water line inspect. / / / / 10/09/y7 2 taps run out from Bldg Q and Bldg E PASS MS 10/13/97 J+14
BITD757 Domestic water line inspect. / / / / )9/29/97 8 laterals off main okay (no bldg PASS Mt; 11/12/97 J•H
specified) .
SITD760 Landscaping Inep / / / / 08/17/98 Also, retaining wall-ok PART RB 03/18/98 RB
See 8-14-98 Misc. inspection.
SITD760 LantJscaping Insp / / / / 08/14/98 Around pool/rec. bldg only- ok PART RB 08/18/98 RB
See Misc. this date.
SITD770 tlisc. Inspection / / / / 05/08/98 Private water- Cuality Facility: Per Mike FAIL MW 08/03/98 JDA
White, the bioswale has not been huilt
according to plans. The plans a-ow a
bowl shaped evaporation pond. A
concrete block straight walled basin has
been built without inspections and
without plate approval (for this change` .
Thare may be surcharge from the
adjacent embankment. Coordinate further
inspections with Engineering if
necessary.
i
Page No. 6 CASE HISTORY Fr'M CASE NO.: SIT96-0032
BOWEN REAL ESTATE GROUP
13456 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Notes Disp 81, Update Upd
Code Sent Done Done Date By
SITD770 Misc. Insp±ction 05/26/98 / / 05/22/98 Recd preliminary inspection repn -t of RECD 08/03/98 JDA
water 4uality facility (inspected after
built) from Braun Intertec. Braun
expects "...wall to perform
satisfactorily in the future." This
inspection for footing, retaining wall
and final approval of evaporation pond,
per Map's post-it to me on the Braun
report. dated 051398.
SITD770 Misc. Inspection 05/26/98 / / 08/14/98 PARTIAL ONLY POOL/REC. BUILDING FAIL RB Ob/18/98 RB
Fencing- Locking devises still are not
installed at the entire perimeter.
SITD770 Misc. Inspection / / / / 10/05/98 In reterence to 8-14 98 issue. PASS RB 10/05/98 RB
SITJ799 Final Inspection / / / / 09/11/98 CALLED FOR POOL- NOT READY FOR PARTIAL FAIL RB 09/11/98 RB
OR FOR F'.NAL. NOTE: THIS IS AN ENTIRE
SITE INSPECTION AND NOT A POOL PARTIAL
REQUEST,
SITD799 Final Inspection / / / / 09/25/98 Buildings L, K, J and H are required to FAIL RB 09/25/98 RB
be totally finaled before approval or
inspection of site...Per HAP's
instructions.
SITD799 Final Inspection / ! / / 10/05/98 Underground sprinkler lines not RECD R9 10/05/98 RB
Installed by Discount Fire Systems.
Letter by Thomas Barker dtd. 9-29-98
receive] into record.
SITD799 Final Inspection 10/09/98 / / 10/08/58 PASS RB 10/09/98 RB
Page No. 1 CASE HISTORY FOR CASS NO.: SWR97-0229
BOWEL: DEVELOPMENT
13453 SW HAWK'S BEARD ST Unit: CLBH
10/15/98
Action Description Req/ Schd/ End/ Action Wetes r-ep By Update Uod
Code Sent Done Done Date By
SWRC003 Application received / / / / 03/29/97 RECD JMH 06/24/97 DRA
SWRC008 Permit Created ; / / / 01/29/97 PASS JMH 06/24/97 DRA
SWRCO25 USA Sewer Card Processed 06/24/97 / / 06/24/97 06/24/97 DRA
SWRC070 Ready to issue. / / / / 06/24/97 PASS MA 06/24/97 DRA
SWRC080 (F) Iasue permit / / / / 96/27/97 PACO 'JRA 06/27/97 CTR
SWRC705 Sewtr Inspection 06/24/97 / / 07/11/97 Partial, as mark4d on plans. PART RAS 08/13/97 J•H
SWRC705 Sewer Inspection / / / / 08/07/97 as noted from card on site..... PASS RAB 02/13/98 RB
SWRC720 Case Finaled j / / / 05/07/98 Appro,ed by review PASS RAB 06/04/98 J•H
i
1
I
I
� 1
CITY OF TIGARP 31LIILUNG INSPECTION DIVISION /MST
24-Hour Inspection Line: 639-4175 Business unte: 639-4171
� BUP
Date Requested 1 AM C lk� BLD -- - _
Location ?,Lk� S �� ��C _ MEC —_ -- --�--
Contact Person _— Ph PLM
Contractor Ph SWR
UILDING Tenant/Owner —_ _ ELC _
Retaining Wall ELR
Footing Access' —
FoundaticI FPS
Ftg Drain -- - SIGN
Crawl Drain Inspection Notes:
Slab SIT
Post& Beam -
Ext Sheath/Shear _
Int Sheath/Shear - \
Framing -. �i A.Q 11�.�.�L.�—• _ G l..-✓`��� Q 5..t
Insulation
Drywall Nailing
Firewall
Fire Sprinkler _
Fire Alarm —� _
Sus�'d Ceiling ��.-� `� �""�-^ > � � p �-� S —
Misc:
Final - --- '� Ll�lllr ]� _JL
PASS PARI FAIL L
PLUMBING r
Post&Beam
Under Slab
Top Out ---
Water Service
Sanitary Sewer —
Pain Drains
Final
PASS PART FAIL
MECHANICAL
Post& Eearn - - - - - - ------
Rough In
Gas Line --
Smoke Dampers
Final - - - - -
PASS PARI FAIL
ELECTRICAL ) -- ---- ----- -------—-
Service
Rough In
UG/Slab
Low Voltage
Fire Alarm
Final
P PART :'AIL
C
ackfill/Grading
Sanitary Sewer
Storm Drain ( ] Reinspection fet of$ required befor( next inspe~tion Pay at City Hall, 13125 SW Hall Blvd
Crich Basin
ire Supply Lin ( ]Please call for reinspection RE ___ _-- _-___e ( ] Unable to inspect no access
ADA i
A roach/Sidewalk I ( c.
Opp Date . _Ir,spoctor 1\ ` �-'? -- ----- Ext }
nam
AS PART FAIL DO NOT REMOVE this inspection record from the job site.
CITY OF TIGARD BUILDING INSPECTION DIVISION -
24-Hour Inspection line: 639-4175 Business Line: 639-4171
A'Q-A Date Rew est" 2 3 �J A .:� PM -- ` csLD
Location +Suit �/� - —
.— �S..L ���MEC -------
Contact Person Ph \`� PLM
Contr Ph SWR
BUILDI Tenant/Owner FLS
Retaining Wall I ELR
Footing - ------ --------
Access:
Foundation FPS
Fig Drain SIGN
Crawl Drain Inspection Notes: --- ---- - --- --
`:lab SIT
Post&Beam _.. -- ---- --
Ext Sheath/Shear
Int Sheath/Shear ---
Framing
Insul,`ion
Drywall Nailing ---
Firewall
Fire Sprinkler
Fire Alarm
Susp'd Ceilirg
Roof --- - - --
PASS PART FAIL
PLU BING
Post&Beam --
Under slab
Top Out - - - - ----
Water Service
Sanitary Sewer --- ----- ------ ------- --
Rr.in Drains
Final --� _..----------------_-----..----
PASS PART FAIL
MECHANICAL - -- -- - --
Post(" Hearn ----
Rough In
Gas L_inu -
Smoke Dampers
Final - --- ------- - -
PASS PART FAIL
ELECTRICAL ..... --- --- ------
Service
Rough In �T �—
UG/Slab
__-- -_-- ---- --- _ ---------------
Low Voltage ----- - -- ---
Fire Alarm
Final ----_-T- --
PASS PART FAIL ---_ -.- - ----------------_SITE
Backfill/Grading ---- -------__`_.__ ---------------.-___--_-
Sanitary Sewer
Storm Drain ( j Reinspection fee of$ -required before next inspection. Pay at City Hall 13125 SAN Hall Blvd
Catch Basin
Fire Supply Line [ ]Please caa for reinspection RF _ - _ [ j Unable to inspect- no access
ADA �. t�_
Approach/Sidewalk Datele
Inspector r �� Ext�------ ,G
Other — - --
Final
PASS PAP r TAIL 00 NOT REMOVE this inspection record from the job site.
01 : 56P Bowen Development/Sunmerw P- 02
40uuz
WASHINGTON COUNTY_
OREGON
Ck
September 18, 199N
i
,
Rtnven Real Estatc Group
121 SW Morrison L
Portland, OR 97_04 y ��, C,Ci�`—' ��rJ ! -�►.1' „'�
RE: "relicensing Inspection
Swimming and Spa Pools
Summer Creek Apartment_% (98-14, 15)
Dear Sirs:
On Septemher 17. 1498, a prelicensing inspection was made for a iirruted-usse public swimming
pool and ;ra pill-)I locnted at 11456 5W Huwksheard R(-,ad 1n Tigard. The inspection revealed
the pools to he in ,tuhstantial compliance and are rheihlr to he licrnsrd in 1ta( R
An applic;,lton has been encl„sed for each poc)l that mast he completed and returned along WIGi
the ,appropriate fee it st.ould hr na(e,, Ibc puuls cannot he u.scd until the applicnrion and fel.,
have been submitteal to this vepartmew
It you have any questions regarding the above, please contact William Russ at 048-8722
Sincerely,
1 4 -k
k'I'd /;, —
Williati,i N1 P,,,,,, RS N4PA. Stjrervic(1r
Enktronmental He::lth and S.initarwri
WNIR.Ive
Cc. Swimcratt
CC C,tr� �E= T16o� rt-D T)
Mparement of Aealtb ttt Humaan'Strrlceo
t55 N rlr9t Avenur, H 5. Hillsbon. OR 97)24-_V,17?
MIC Nutitt m Ptar_M31640 3555 4br&*rrwrn.n A PIPmUN:45"M93-44M TTV-CS=646 AW i
Hnlrh AMWIt- :ism)W&A8P1 Fax:CW*M031603 4.'517/4drr*mieomn ISM)99?-4490 FsvtrenmrnW tlakh (-,A=6Wwm
�.
i
,�
/i�
p�
f"�. �
y�
02/04/98 WEI) 10:49 FAX 503 671 0103 HOWEN DFVFl,OPNN'I' 19001
BOWEN
DEVF,(,()!'Ml-AT 2 1443 K /
r !r i!_I C MYAN Y
-I-
;�yo >tJrz AA Z
IKatbrwtry 4, 1998 -
H A tN fit's'� �i►� O
htrn -!VOC "r >khocv
Mr. Ueorge Steele
Tigard BuUng Official r _�
Uty of Tigard
13125 SW Niall Blvd. `
Tigard, OR 97223
RE: Sumtr er Creek Visage Apartments
(rld aa11.
Dear Mr. Steele:
Per our cones ion today regarding the frtctory built fireplaces inwallLA at the albove referenced
project, : am sailing you they installation manual for the unit. The unit being installta! in the Terirr,co
'1'11'34-3. Vau have infornvd us that because the WDO report listed;,a the installatim i mane:•', is not
cut rent the City of Tigard considers the appliance as not hstc+d. The inr°allation manual deem hes the
snit as;being fisted in thv I lnited States by Underwriters' Laboratories, tnc.,# MN 10 105, aS'A ell ay
reteroncing the 1('DO report#NER-492, which apr•Av.-rav is not current.
Please intone us at your earliest crmvenience the criteria the Otv of 'ligard t-nploys to determine
whither an appliance is listed, per the requirements of th• appli-able code,;. We are hoping the U.1
listing refs rencerd in the installation manual will snort these reyairenxn1s.
Please: rail its at 598-452.2 ifyou have anv queRti mr.regarding ON letter.
Sincerely
DO EN DE 'LOPMENT C ONVANY
Anthony Silva-'rtei
Project Maniager
'atsist David Scott-City of Tigard- vin fax and wail
Pik-City of Tigard
c lacy documentsl96-190\div l lotyof tiprd124-911georgetiteele doc 1141
12570 S.W 091h N `+uile'-'W 0 •I igard,Orevtw 97223 9 (W)5 1522 voice a 1503)W-05113 fax
02/04/98 WFIt 10:32 FAA 503 671 010:1 RO"A NVEL01'MNT IfZ ow
ILEMCO F1111"JOETLACE PRODUCTS
This man it covers tlrepliace models TLC42-4,TLC42-41r TLC42-4MB, TFC42-4,
TLC39-3,TLC39-34 TFC39-3, TLC36-3, TLC36-31, TLC3"MB, TFC36-3,
JAAM-4, A42F-4, A39L•.3, A39F-3, A361--3, and A36F-3
1 _ -T
r
Ulm
1
36-1-ourered Neer drmlsMng Rrarpleoe 12'Rush Fare"set(71r=Wo*rq Flropt pow
T his took txWeins your Installefktn instru.tions and should be kept ln a safe Pte' i be a handy reference guide to
operating your firspime,after Installation_►nr you Co roahze all that advarrt"s+r, l Ow reliable servfca that has boon
ongirwened intra Vous TEMCO fireplace,you must caretully follow all d the inslru contained in this book regard"
hstaARtion and ope►aNion of the flrairlam These ImOnwllons nlroukl be read can ly in their entiraty before beginning
InstallatUn of the fireplace.
M Is suggested that you wear work gloves and safety glass"to protect your hands and eyes;when Installing your twnplacm
NOTE:Authorkles having piriadbtbn(i a Wilding Inspect xs,fire marshals,etc.)should be mnauhed Before inalallatinn to
dMarmine the need to otAain a permll.
All rnodoh sire listed Mir use In rasldential conslruclion In 11 on United States with IEMOO dadMa-wall 8'diameter air cmlo l
chimney and components hated below and on p.?.
BE SURE TO PXI-OW EXACTLY TI-1E SPECIFIC WSTALLATION RESTRM ONS THAT APPLY TI)THE MODEL.NfCKP
ARE INSTALLING.The model number d the liaplaos is located on a metal label behind the firearxeen in the upper right
corner of the#rata of the fireplace. Ela stwe you trikm thein nrles exertiy.
Listed in the United States by Underwriters'liaboratortes,Inc„00AI410105 1CRC!Report NNF 1492 SBCC1 Report tf98(19-
BOCA FW orl#87.31.
01
8"Dl ml3ter Double Wail Chimney System
Chirrtrre)f Set UMB 82046 Flu9 Support Terminatiorts
92120 12'Sadlon SC1215-1SI<wm Collar 6203D Round Termination Cap
8719D 18 FAKition 8232f_300 EbSuw Set STO-22 Fkwincl Chase Gap
9224D 24'Scolon 8204E-1 iRvund FirRstcrp Spanar ARC-52 Anr*ftectural('sato
82UD N'Sodbn 8?3017-1 30'Fitaetop Spacer A110-12 Architechrral r.ap
82481)V'Section 6208E O--W2 Root nash9rp PRC-12 Pymmld Cap
87.12F 7-12112 Tied Fleshing LPC-12 Long Pymmkl Gap
HSS-1 Hearth Safety Strip 7C9-12 Conical Cap
AS-8-2 Shielded 911p Section
P.0 Oft IS" No"fimew,7111 SrW
nmco[I P.CK 1111011 110 Par"N.CA W""-
RREP A(.'E r RODU i5 A mb wlar a�im'inafna„rr�,e
02,104/118 WED 10:33 FAX 50:1 671 0103 ROWKN DRMLOP11NT fAj003
s
OEFORE YM Mcm A FLEW RAsic mi-s rnataxlat%a Iay&r Of Oun cOmbillI ble In
1 lhw irtstnK-lxw v un the knowing pagrts Deem dws nod m Inorganic irtsukw-
ttkikO 1110 instal-bund C_ �material m+4et b&used also See Figures 4 kx Fi�kr:
y4aw El<AC1C>FR a>M quick tar requice+rwrtaa.
tts ptxrebe. It is Important tha'i they be k�f. This fire A.Adhere to the 10'Rulo v;TDKrmb for chimnry helght
Mares should be Installed'1Y a skiled craft man. See page 0.
2.Use only TEMCO mtertularlured a7mponerrirt,fistawf
rnadyr fl"lllartteter Chlenne 9.Chbtnrtery supporta.
k"'dw ng a TEMIX 1;inr Y SYd8M(.:+have).whin a.Flue av is wary W of vart"
place. Substf ing other itwa 1 required itx eve sys
lacturas'r�ortllwnerds tar of ellen V TEMCO parte tem hkti�ht
wdll void the f3L lialk'1g artd the warranter b.Fiurq quppart is requirad kir wary b,ol ollnrd chrnney.
9-rf►vcik lova!bu;iatnq r od&v ka rastrictlorte*110'r r c'Girl—v"slaNirer is required for chimneys extonding
bra eorrlc+ined ut oln manual �X rRA n """'n 6'above rtrof line_
10.OyrN .fEM(:U model glass dOOm(we t+art below!may
4. The;fra►fdace design permits inetallalrort and framing be irrstallod on Nno firvpkxx",
adAV;1R tt to c:ombustlble matonaln io not sol the fin+- 11-tiaromotria dampaw un ttwn Gumtm tb+r Air Kit alk wri dr
Nlaca w1 vinyl flooring or carpota. to be dnwAl from nlxrve,below or behind the A
MMUS'TIBLE MA7FRIALS MAY NOT BE PLAC ED ON Wau must neves he drawn from the attic rn q j
THE BLACK FACE.SURRUUK]WQ THE FIREPLACE. Pa � defer to the air kit installation manual 1nr cxyn-
5. ALL GHMWAEY SFCTMNS,ELBOW., FLUE { e installation and use information.
MJPPORTS RFOUIRE AN ABSOLUT1E tHRi4tt111 kcuoy
wc
OF 12.Ctit your oeti building code a detetmdeterminefl ground
1"AIR SPACE CLFARANC.E 7o A/COMHUST18LES. i is required and what
fi. the mirNmum diatenoe frrxn Wo Pe g Procedure should be kskmwf.
adjacent ComkMnlit+la wall Is ?S4rl see page 5 for stMer- Wo bnn,an arca hot lgh risk Jae tthe
eeJedtical sstormy cturer I�r
native wall ahieids wW requiod R factor& 13.System-gpor k-Atkvm
! X the fkxx in front of the fireplace it,+xrrntrustible,a pro- Mln4rwm syMant height(s8ab(ih construction) no
1•xAive hearth axtension roust he used. Noised or floor r bows, 12'8',two e'.tx>ws- 131%four&#bows,21'
knurl extensions may be rz 1941rried.On flush face mod- MaxkMJM syetarn holght7110'
els only, a raised hearth vx1wwion may he flush with the AG01N Wm 3M elbows per"win.four
fir#44acv Iwarth. For a raised hearth on buverad modals, fllsxlmurm dehnce between ekxwe wllfta 4 stupor 0'
"ll"hoard vV must ais:r;t he installed un a plattor.n, A/snientm run ori ktallr»d ohknnary,20'-
I11111nimum hearth dlenertelons-31i'modnis 16'x 52' 14 On louvered nt xbK whwt inrsta ng a ttktttrwr or lar►kit,f is
39-models 18'x55' r wv"ary to brk a pourer roumo to ttte iirvyiA&s t,osiya i,
42'modwls 20'x 66' Is enx*Mod Saw soperste Irsdallakwt irtstnxlkxl(t
Since mems hearth extenslon rnsderiak+are nal insulating 15. For rrxrbile Imme Inataratiun requirements, we n 13.
Ihrdi With 1-ukWM ud IJNOe 4 a0reerho
etedN bol ft-11/ doss hn On kits � _MAW
TI-C4264 b Resor! CLSA CA-61 01.t' IPM24
AAX-1 42•a 211 • FAN ,
t(q 4r Ylrvered CLglr C1t81 to 1• (jtMg4 iratrlMad wlr tlrap
42'x 21 ti' FANG'
1LpfN� lamttaf C"C14 1 H 1' LP9ls4 PoratoblalttmaYlleYlswltl{
4e`t!I II!• FAIW Itt WM CM iters and AN"all ki
1FCY4 fltilh d&!,Q1F11 1111 !�� —"
Mow 4r*MW
11-coli
I�IX
A3063 • FNH
nC .f ttrunaad QAA CX41 IIL:10 MIIYIed War WRIP — --
91'rt eill' FNH•
1f CM Mlrt ---
Atolt► N'trtlN•
n(�--- btrtatad ClBt;0'X•!1 �!• t1'lb4 SBM _._� _-_.-
AaFl,d Witsl%* _ FANf9'
TLC" btttaradCLA-ft,t114p F�AN1.3'T tl�» AtUlfMd M t W" -
_ ZR'N 1111'
Tl.C9t4)f1r L7-.,Vx-
Cambustlen
OLS4-CX•2iFar tttet1la Itsala YrtlMob k dwCXM ftearslAlMairitRA•6f 2 Ah Kit*:AM rreodelt except TL(:86 3W w d i ILCO 4MO etas pl otrrltitmilon sir kfdt AIR S.AIR,%A,AIR%,and
mA 7 T1,Ca!I 9MP wad 114W AMB Indurte AIR-3 eX ktt
Ill I wad a AN,n Mlbtlon rWquires installatlon of ItneU x+box JP 2 or JPl?t
n?,101 111.4 WFI) 10:34 FAX 503 871 0103 M)WEN DI.1 i I M Fl" 0(11
PLANNING AHEAD
-
CHOOSING THE LOCATION FOR YOUR
Figure 1
(FIREPLACE: Flreplaoe LacATbns
Frgu-5 altowe some of the martyr ways your fireptar:e may PAR ru%MM
tw in4tWW.Crxiskier the trldfic pattern in your morn and „rq,oMr,e r7--
the lor.altion M dawn and windows-A cvrnur kx;a k)n may
be bast where soarm is Ilwhwi
lbur fireplace wwighx no more than some of your tine 1urn1 1
tura.11 the flrepkwe h,locatatf near a bad bearing wall,
addrvional supports to the loundatiwt will not bo necessary
HEAVY FACINGS SUCH AS BRK:K,STC3fJk,E rC_,MAY
REQUIRE ADDITIONAL fUUNDA1PON SUPPORT.
ALTHOUGH THIS UNIT MAY IDI~INSTALLED ON Com- _ Q
BUSTIBLE SURFACES,,IT MIST NOT 8E INSTALJED
ON CARPET OR VINYL ------•
COMM earn
Figure 2:Fireplace and Framing Dimanalane
-
II s'4 Jim
__ Airhln
[� t 'hell 0*)►•ldr
A_
2t11 C A----- I C H_..- 9"hl�t
214< N
r
1. 1 (b06
4 17
t"'I�iii�t:vi fll l
L
]rA
lip
cT
tom_.-.o
T}
s
:w
t mhrA�lkioQiee trot
ivgwsd 0 ft D01M
A B C D E F 9 HT1 J K L M N 0 P o p !< ],414" MAd3F A M M 37K 7 3111 ft 1214 WA ISK 0 21 3N4 36 22 WA 46 6b 11211
- -
TLl:761A3lL 38 3f 11 M W% 7 31% Q 1111 @* 154 Y tt M% M 22 611 46 63 GFA S 4116 M hM 0 33 3 17 VA 16 10% 8t 41% 41% fB 114 61% 731* 311%TLC3MAUL S 4191 311 41% 11 33 3 17 7N t11 1014 a 41% 4191 21 611 51% 7194 31111
TFMANF 41! 4Mh 30 41% 11 33 3 17+ 711 111 10% 22 44% 41K 32 614 til 7611 31K 17%
TLMOAIL 42 44946 80 4114 6 I 33 3 1T 7R 511 i0M 1491 41% fB 8% SI 7611 364 17%
3
02/04/98 WED 10:15 FAA 503 671 6101 rtl'rts,'I oo.,
OUTSIDE AIR Kly AND GLASS DOOR ACCES.S()fi1FS
A fit oplarm needs a steady supply of air In order to draw Figure 3
prr:iwrly.Marry houses and spartmants whkch are well US*of the Plumb Bob
sealed facii aAiclery air far rwrmal operation. IN SUCH
HOUSES tT IS RECOMMFNnF.D THAT A CONaUSTKM 1
Alli KIT BF INSTALLED.A combustion air kil will Improv
Ilse effirinrtcy of any fireplace,espaolally i used In conjurtc `�•
tion with taus - - -
g doors.bacaur„A t slows ysxs to use oult;kfo
air for combustion instead vt Ix►ated worn air,
Irtstaflitg the fireplace on an outside wall will simplify the
installation of the combustion air ki and reduce►the¢mount
of necessary duct work. Insi,--ill the air kit w=rding to the
sapariala inK(allation inatructir)t,packed with ill it an air kit
Is la bo irtetulled, 1T MUST BF iNSiALI ELS AT THF FIMF'
THE FINLPI Ata- IS iNS iALI Eh.bellow its onaWswrs is
finistrad
`.
The fireplacx►ha;ludas an integral berutttsstric darntwr. The
control lover Is krcaterf ort tate fait side behind Mte mesh
screen
GAS LOG
If you plan to install a gas lug,the gas line must be installoo
below framing In the fireplace.The gas fine must be /
installed by a licensed gas line ittctalbr ;art p 12 for instal- `J
latioin irrotructirms
L
DRAFTS
-
�.
lite kx7srtirx'for the firepiwe should be away fmm objects
sirs as froquontly opsned doors and central hent air out-
lets and inlets that will create draft artd possibly hamper ---
the normal flow of air Mo the tore %
LOCATING AREA WHERE FLUE MME Will. PASS
THROUGH CEJUNG AND ROOF v
It is very impatertl that you deterrnins where the flue 14REBOX AND r:N'1WNEY SYi5TrEM CLEARANCES
(chimney)will go thrrvsgh the ooiling and roof. Clux*the The fireplaco may be placed diredly on a crombustible
structure of your hOnte to see dist ilia kictebn you have floor, rrgainri a rnrtttxrstibl.r wall at marked olawarx>314,or
ctKirxen will make Irt iallation as easy as poanitle.Using a an a raised wooden pla6worn.
plumb f»b,hold Me string front the cAling and drop the it, It the firoplaco is to he instafbd on o raised pladlarro,the
rtasvitty ilia shiny until the plumb bob is in the corder at ilia ptatlnron must be a contirimmiR Ival surface
flue collar oponlnp. Son Figure 3 Marie tint W on the c:aU rhoflro}tistce must be secured in piece eo h cannot nhlt
Ing. \tau miry wish tdrive a nail nd through the coiling tltn Bete rms> TM nailing flanges on the sides of the first tx
spat Then No Into Ilih o antic andd(int thee nail Using the snake socuring Iho firabc=Io the frame quo..*ands easy Tho
plumb boh with the caillng nalf as the canter point of the s,aiirtg flanges vrww designed b allow tttF�irtslaNsrtistn of Yrs'
flue,mark ilia a►Mer is Ilia area on Is roof le to rh which waliboard or plywrx►d flush with the face M the flroplarxs.
site flue will pate. This is M sea 1 fl le possible la cut your
opening for the flow in bath the coiling and root without cut OnIV t'ho hea Mr(see 17-9t•e d)may rest on the-ando`rs
Vrtg eAhw roof►aftors or milling joists.i' location that on top cif the firebox
requires ir,ming the least number of jolsLi and rafter will Condrus side rsaf7srsls may not oover pry part M the Made
%JnMAry the Instaletion and reduce the cost. (he otrurdurx l math aurrotrrdirtg Mie flrebea operrMg .Sao Flpure I-
Integ,fty of a home's floor, walls and ceiling roof must be Do not M,a.ii the ifrebox over vinyl Moura or carport
Maintain" It K not reouxntnondod to c,^roof tru;sass (:ombt>db%Moors In f unt and to thrs,,ides of the firebm,
CMM1NEY OIMET opestin;I must be protected sty a non-,ambusfibte hearth
Thought should be given to the lx,?moo.ocadon of the extnrtstan as stxvmn in Ilgurs 4..
chimney outlet an the roof.Clbjeds snarls as troves, ad*-mrd
buildings nt embartkmenM that are too close to tho chimney
can cram"air circulation iblarms duirsp wuxty weaittwr
that could affe<:t the way the:fireplace drstsasr air
After careful conskieratitm.choose the locatlon for your
firoplobce to achimm the si,nploest installation for maximum
etllf�allG1'.
02/04/911 WEI) 10:38 FAA 503 671 0103 BOWEN DNVM;I,OVNN'1' �OOff
Figure 4
Fkmh far»Modehs Louvered Mu"s
e..•rue• a..Mae
r � �
a
• m s ru
•dle iWON , �wpt
(1 ,1
' 1
A � ■ � - ,\ _- p_ Mme" 7
%y
THE CAL1 TK3NS HF.LO'w RELATF 11D L(X;ATIONS ON E The minimum d1womm from the fireplar*opookig to an
F IGURL 4 adjacent combustible wall Is 1545' The minirnum(116-
A. Ths hearth safety strip must be used under the crack lance to an aldjaoenl combustlble wag may be reduced to
between the fireplace and the hwdh ectansbn when 12'whor.an approved wall stuatd it,inwi rw the well
the fireplace is Installed on a curratn wWo Boor.Seal the The wall shield must be 40* ,4C:"ainl txanstrucled of a
+.retic with A non corTb stlble material such as mortar, non-rrimbustible Inorganic material having a thanna)
grout.atc. re.fistanee of R. t 49
B COMBUS'T1BLE MATERIALS MUST NGT BE Determining the R-Vsfues
INSTALLED OVER OR TOUCH ANY BLACK PAINTED the hearth extension must be co-dnrrled of non tmrn-
SURFACE bustiblo mkatoiWa which hew a total thermal rasistarcu(R
00 NOT BLOCK HEAT CfRCULA,TING AIR 1LEVi lawtoc)equal to or groatw ttemn 80 km floor level hearth
OR OUT'.M OR LOUVERED VEKT&DOING Sit tixtenslons or 1 T()(rx rai od boarth wrtonsiuns Chuuse the
MAY'i cSULT IN A POTENTIAL FIRE MAZARD dad o
red materials arid the K value d 750 mean tern
peraturs. the(;value and the H value may be cak:uletiid
C. N the flow in front of the fkoplwo in onmbusthe,either a with itis following ltxmules;
rak ed or l oor-Iwai prowmd vs fourth exter>Akxr mkrgt t)o K- Thermal conductivlly. K.B TU's-ina./hrs.•h 2-'F
constructed.For flush face models only,a raised hearth t _thickness C.Thermal conductenre
eaterurbn may be flush with the fireplace hoaith. To cern R-Thermal nesiatatum K/1'-C. 1/C..R
.dnK1 a raked hearth extension with lowered models the Examme Y."Marble with %'Micore
firwtrince must rest an a misod platkx m.A raised hearth
autonsiun moat have minfrrArm dimensions as follows Velarmine the R value for each material used as ktlrwi
A B Marble-../T. 11/.75- 14.66.
1K:• 1114.66.0.068(R factor)
38"m0dets 16 r 52" Minors 300•K!f..458/.375. 1 2.2.
W"modals 16, 45" I/C:. 11122.0.62 in factor)
42"models 2.0, 86' After the R valve is obtained on each material in this hearlh,
and be constructed of matariahs with an F1-fwlor equal to add li ,R values to obtain total thermal resistance(R►.
or greater than 1.20. To 1 R factor.0.0811{0.82.0.89
A hearth iWonsinn fmmlieci(6rectly on the Noor must The total must be equal to or greater than specified above
have tha minimum dlmensiorw sliown abase and be rypiral maleriacls.Micore 300 has a K of.458:Mlnom 230
conAtruclod of materials with an Il factor equal to or has a K of.43;Mists 1110 has a K of.34;Cershowd has A
greater than 8o K of 34;anirrttnon brick hes a K of 5;com"mortar haE a
I combustible materiaka are used to conslraxl the hamth K of 5;marble has a K of 11,llmsslone has a K of 6 s;silo
extension,that'must not touch the blatlk surface of ttne has a K of 12;stale has a K of 21;Wonder 11orrd has a K
fireplace. The same material that is used:o prolad the value of 3.2.
IOP al the Ivsarih extension must be placed between the MIGORF NC 180-300, manuMe.turasd by U.S GYP-
cxxnMedible#std the dad(face of the fireplace. The SUM(;OW-N-WI ION
howih extension must be fastened to the 11rr,r to preywnt (`0NWLD GPEC 330,naernufaciunsti by CONWED
shifting and the gap between the firepleoe rind the CORPORATION
hearth extanslnn saslou with ra non fombustible maters CERA FORM TYPE 1068 board, manufactured by
aL These matonals(listed below)may he used to a was JONN4•MANVII LE
shield as well
1) Framing header must recd on lop of standoffs WOt\IDEA LARD, manufru d -ed by GOt U "OND
WILDING PRODUCTS
s
02!04/118 11FsD 10:37 FAX 503 671 0103 11,0WEN DFVI;LOPNV µ ni;
FIREPLACE INSTALLATION
This Nat of specNic instructions will help you ninke oertafn
that awry Installation aperatinn is done cortwAIy.Complete Flptrre 5-FlartrikV Dinvonalnns
the Installation steps in du►swquw"shorwn.
I.orsd building axles should be consulted in all cases as to
I%*I%nrtkAgar regnrirements concerning the n$tAUjkx,.d " --
fartory buM fl spiw", Soko the kncatinn for the firrrplare
by taking htn emnskloratbn the lectors l,nsviously ondlirrad
in the PlsnnkV Ahead saftop of the manual. g
INSTALLING THE FIlREBOX I fop view
ST"P I.FRAMNO THE FIREBOX - - —
When lraming dive opening k>r the lirepi n,make cortrrin I'— A - -►I W CWUWM n
thel live headwr is the wrreet height above the%uNere °0mbw1bW6 1Q1
u1xm which the#Irk plsxw will 0a shown in Figure 5.71W tcoD View
�at fn PQM
header must be level. 71.,,header end homing may be Carr-or Insioll.Wowt
lnstalbd as shown in Figura 5 or Figure 7 errfx ding to the ----
Irwialeir's preference_ f
The entire firepiam can be elevated above tno flour to H I
aoh we a raised hearth of m.-t- This can for done by adding i fel
4 smell Pisdorrn to schieve the deeired height.
The 11811411;flanges on the side 0(0w firebcxc Were
designed to clicw the instak%Wn cat%'wtdlboefd or ply
wnod flr.tsh W01 Ito tame of If in firelxnx_ -
STEP Z.KLAKFV SAFETY STAIR H- _--- r
A Ilearih Safely SI*must be installed under the firepfrr.:. \ ti'daww"k
whwn the fireplan a Is Irtstalled one cornikxid ole dour this "Avili'"i"M to
strut must be poafdoned an the floor to odea d:'under the R hk pah
firsplaae,7'undw,hearth oxtamAon,and fr'on ellher side
of the fireplux opening at the point when the hearth 1�
rudonsJOn merits the lirepbu.-a :'.rye f7uura 6,
STEP 9.WSTrALL FIREBOX I
11119141111&UP40re into the framed opening by settitig the unit
diwAty in holm raA the upo itwj and then sliding it Into the
Proper posllkxr.
Fhlure r --
A F
/ Fiord Ybw- 81ds view
e C 0 ^E r G K I
r* ae+ 21 en R 3e 1?K .R 1Nl
i �4r urAsk 44X 22 rr2 !% 32 41 1614 WA 56e 17%
s r
Eburs 6:Heath Safety 9Wp
Seal Crack*41h
ran-combustble
Mau". R.
hes fens o6
Inalalf ehaded framing after chimney
has boron installed.
hearth ar/etyncsip
h
02/04/90 WVD 10:38 FAX 503 871 0103 ROWEN l)FVM.I.OPKNT Ip o(lk
STEP 4.I.ENEL HnEHOX Rr
Me cx�Airtp should a square, Use fh nail
Ch"ftkMsl of Mie firull,�cx,by plan'ng a k"an the trop edge u�the rwnng as d b center of the square. previously puf
d lire Fre ,x 1we.5hm wid►sheet n std it square. Sea below for
framing allarnative defal. Rar••vr thin pnooWure to rxrf and
STEP S.SECURE FIREBOX framo an opening in each calkng naval.
Sw we the fireplace to the trarriri, the rl&*Q flanges on
the'w"bM will make 86auring rroe firebox to the frame qukk Figura 8:Call Ing Framing
vnd amy.tko aWWjai- .:.ce jjails or acrevrs 10 su urs
the firebox
SIEP S.FRAMING CHUNG AND ROOF OPENING
SEE FIGURE 13 FOR INSTRUGtK)NS IF THL H UE-PIPE
WILL 13F-OFFSEI BELgw i-w r1RST CEILING L17WEL
H you are not usurg sums in this irwallatiw frame,the oeil-
krg and rwf opening directly,,Ikwwe one nnr>11wr in the kxw
tbna Ynu chose in ft Plenn;ng Ahead section of this man
ual The We should go etre,+`,*up to the chimney tarmina- _
lion.Firsolops must be of ad at each rmWWV level.lyhaelpp ---
+L prkEKuYwJ a__t 1�,�(1Ine.The root framing must be
2 x ti's or 2 x 4's and muer ba securely nailod hecausa the
chimney termination e,r.1 flarshhg rare anchored to thus r-*n
strudbn and most w.(hstard heavy Inad+r the orrenhg In
Figure 9:11oo1 Framing Dlmenalona(Ina.)
` mor
' � •se.tame. 12.
14. 1'`slat
Fnw"Lumber Nu
2x4 !xd !x@ !x10 2x1!
WIS 14x14 14x14 14x14 14x14 14x14
PKelt _ 1h! 12 x 145!1 14 x 14% 14 x 141414 x 14'4 14 x 15%
r,' fY 3Y12 14x15 14x1514 14x15% 14x15% 1'x1814
;X ; 3/12 14x1511 14x18 14x1S% 14x1844 14x1714
4112 14x1811 14x16% 14x17% 14x177A 14x1@41
5112 14x17 14x17% 14x17% 14x1@14 14x19%
6/12 14x17`8 14x18% 14x1W1 14x20% 14x213` 1
Tat! 14x1841 14x1946 14x20% 14x.?i% 14x23%
W12 14x1!41 14x21 14x21% 14x23 14x24%
W12 14 x 2041 14 If 2& -14x 29~ 14 x 2408 14 x 28`1@1
1011! 14x21% 14x23% /4x24% 14x26 14x28%
11/12 14x23 14x24% 14x28% 14x2rh 14x;10
12V1! 14x241+ 14x285 14x27% 14x29% 14x31'14
7
02/04/98 WED MAR FOA 503 671 11103 11OWF;N DFVki3OPNNT I,i nun
STFP 7.ReiMLI-ING RRESTOP SPACFA ...�..
h1%W a lir9etop at each coping leval The angleson the CHIMNEY TERM1NATiON HEIGHT111"44.are to mein Iain clearances.Nei tins,timmVp b the
prat and haertars arnund the cteiling uW ;,►g.No flresk)p ie 17 FCJT RULE OF THUMB
b be used All the mA)f Orval 9w Ilkestop t, Auks be Installed
from the underside of the calling(So*Awure 10.)&,caw a# Under most conditions the fireplace tsystern wO draw
the attic krvel Where A Should he InstalW on top at If.!, PrOPGO7 k the dlirrMey height Is determined in wrxc)w-
4rarnitg mernimrs.(:Pae Figure 40.)A MDUMUM op 1"AiR Unce wtlh the following guidelines
`3PMCE CLEARAMIX MUST BE MAKTAIWED FRIM! 1.M your chimney poDn+etrrdeS the rod**hint 1o'of Its
THE Ct111l4Er 6rIPK TO ALL COMOU"BLE9. fes,it mint extend at least 24"above vow roof"a
When chimney,ponsttales trillnry 111 a 90'crests,tlBa peak and be at keairt 36"above the hlghQat point of
Ilrestop spacer 8204E-t, I At x 141h'framod oporing the roof opening(9--a babe).
Whin chimney Ftanetrates Ceipng ON a 30°angle,use 2, M tlw chumrp panetrules the roof farther than to"
Ibis"sparser R23OF-1. 1444'x 22'frsmad openIV from br PGO,m9asut s,from the canner one of Ma
cNmntat y W v pulnt 10'awri,bats wn the chimney
---�--" --
and the peak.4 the roof. The top of the chimns,y
Figure 10 count be at least r,4"above thLo point aril at Mast
't�nn�e 36"alrnva the highest point Of the roof opening.
�� irvsfnp (Seer below).
. I 3.When hgurbV required chiriney hnlght,the termina
lion counts as 6"d effea ve chimney height.ileo
balance of the required t;olgM will rconeW al ohm-
livstop - ney seclil a and the Ow-IN9 height rA the flreboz.
4.The 10' Rule of Thumb is,t guide for"Iculalirt,,
chimney twighl that worIm Linder most ts,ndhbrtn
•�rhD�� MOO leerw Nowaw,many IEK:h)t3 Can rause flea need kw addl,tiontd chimney height beymd.vhat Me 10'Rule of
INSTALLING NE CHIMNEY Thumb would Indicets.Tcwcl i-Offical faqirs can
rause high Pressure tame whi,h premerd a chi w
Double Wall Chimney pipe has two sectime.the fiwor and nay from drawing.This can as:ur N the h mse lee
outerh is very Import"Etat both eaetk-•ua be installed for F mood In a low yingl area. In a valley,or near the
owch length of chinwwv usod!n tho system. truss of a diff or hlpslde. The same situation can
STEP a aacur if the chl nney In near other it"rod lines or
Ir>sert the intro:(t3")pee wHh the male end pointing 0(1M/N tall buildings Areas with high winds also frequently
Irdn the inn at collar.Tic inner flue section lite Inside the require atce higt►er than noInte chimneys.eft y a Cefiraplao stylar
Inner vollr .r.Rath the pipe Lntil h hottnms arvil ttm anent. of arChi raw. I the b7 Interfere h th s irepl m is
bcdts engage.Check each mint to enatvre that 11w,mdlL,-w t�pTte►draw. p the morn in which tins fin;r4nCa is
are securely hocked i)gather. lotmod herr a vary high cring,smcke enay or";
the rugae unless the chimney fe terrmhsted at a Wvel
9MP 9 higher than that of the resiting,wet if the 10'Rule
91tp the pular(12')pipe with 11w male and IIP over ltw Litt Thumb Indk-Wes a~or dtimnmy height
othsr pipe and over the pular rAAar. The exatw flus sec tion -- --
fits on the outside of the outer fire nMlar,push ttw pipe
until it haNQms wrd it*snap locks engage.Screws may be t0'
used mty In the outar Fdprr for additional!rupport M deskud.
r htmnsy wtllrin Sty 7 coir►
STEP i0 nl roe?perk 3#m
C; � —
onMnua Ibis proca9.i d adding dshmi ey pips sections tie
IOP of each Will utdi the pipe(Wer OUVes the roof Waning .
enough to allow you to befell the flashing arta storm collar
r>Imney sections must ba woported by either guy wires
or Vroonduk flattened on the ends where the chimney
extentds 8'or more shoves the roof The chirnnay may be - ---
axtendOd to a 1MC611'I'm A t 7'eiwvw the toot.A flue sup
$rent mtutt he used whr+n 11+0+Pr4orn Is 36'high or highar "
Figura 11 ._., morelhanl&
Flim Support T
a� rein., con. y t0
A'hue support mom 82WS
^uat be nttdtad at the 35'
syrtrrne 315'(W mom In
hsipht. # Chimney hrtu res tun 141' M roe/peek
N
02/04/911 WED 10:38 FAX .i'(13 671 0 1 ua lurwi 111 r.l 1 (1111lN'I Ill o ill
aartaider the dlraclion that you,offset will incline. Tb
Wells 'ri Un d Gain Chart achieve the minhnum offset(see baby 13)on ach ti,
4kirltrin s 1"rein qlr�paoa Yocl�il �klost 1 rrmarn elbow b the film elbow. To achieve further oA:+et,
CkAu nam b d uxnburblrn you may install vwious lengths of PO(12', 18;24 36"
tom rho dlity"Neosos36•f re con ' and4x 46")between
ae"`42'mrooli 4111• the @bows to a maxi Flptrre 1x 1
IMInImi.wSpIamhe4ftwitw 8212D rA*rrwf toy., mum length of 7'2• I f
oRIKOW&12V VIK)Chl" 16%. Irufiee writtrltt a 7100
*Mh ttro oboes:13V A&C Ctllw" Y4y.• rkrrscmp.\
rnMr lar taaxw% : 023111)Chivy W., 8.When the flue Pena- -
ehtbnum helg-m 60' 82440 Chinvoy 46x.' bates the coming a(a
row 39'eibrwrs rretdmL n per SME,Fllraw an 1411• 30"angle,install
MI;Flue 9uglwn 3
aplpm Arewop spacer ,. 1
t17a3D Rued 11MOF.(See Stop 7 - 1
wrtarWa( 6' for ccnatru(iicxt vorticel
delall y diimncy
OFFSET INSTALLATIONS
Somrrllmett B as ner„essa(y to use elbows to creAls an
Inclined run of pipe(oUset Installation)that wfil male Instal- Figure 13
labor)easier by ava"ingi plulntuing,wdlrQ or other ohetrue- Typical Offset Installation
urns The krlktwing rules Apply to(*%.t kutsllaWns.
A 60'maximum syatern haigM. ._ X.
B Now 30"olbryws(two pairs)maximum per system.Each
vffsat obow must he used with a ralum elbow. The chim-
ney ppe trust be vortical when It perwttartns the rod.
C.lite chimney aftet Is b be a maximum of W from vertical '
D.Maximum inclined chimney run of 20' UZ
- -E.Additional support to be provided tsvery 6'nl int-linad stn C of chimney Liao 1108 support Spoli S J
'1.a' roo4ete.36%
F.Minimum hnlgM M flrepitllc�using two eRxYws(one pair) !
is 19B'.tour alx3wit(two pairs)kc 21' 79"nrto+I s 414 t
47'rwAete 1 tib
G.I ItKms fns be used din �`(•
rl edit'ott the tqa d lire firetsox
arH may be mountod with tiro return elbow directly on
top of the ollsnt elbxyw
11 A MINIMUM OF 1'Aln SPACIF CLEAFLANCE:MUST 6E
MAINTAiNED FROM THE GFIIMNFY ptPf ALNO
E113OWS 70 ALL COMBUSTIFA FS
I t.oCal bulling rues must be foll otiml in al:liruas as to
the particular requirements cxmowning the hsttdiriDn o1 -----_---
factory bulk hreplacws
TO W3TAL l F .190WS
1.Place the offsw elbow(no,traps)on tai(A the(irot'.0w or
chimney soctkin end point the upper hal In the direction
you require the chinnay to Incfirre.Snags lock all sections
permanently in p1W.*
2 Adjutst the Inner sachon of the elbow Into tha inside at the
Innet r;-Alar of the firebox a the inner socxbn of the&im
rosy Pile.
3.Adjust the ouler section M the elbow aver the outer w.-
tion
eration d the We eohar rn oinor section of the chimney pipe.
Snap-lock ail sacl1000%p4xntanently Into place.
4. The return eUvw Iaz 16'suppelt Arap i.The support
strepS should he nailed tr,'he imming iv the mann9r iktdi-
cated In Figme 12 11 may hP narwastrry to acid Naming or
lengthen the straps wllh hanger Iron to cupport chimney
pipe and ethcrvs.
5.See Figure 13 for r IMI caftlation:locate the cefter
point of the fill@ on'ho ceiling with a plu into bob as shown
or.gage 3.The canter of the correct location for the twit
Yq.opening wll be the amnwrt of the ofteet d4oariniort
sway from the cslHrvj nail See Figure 13.The 'X'iiman
slon In the drawing in the nnlnurll of the dfset Be sure to
3
02/04/98 WED 10:40 FAA 503 671 0103 BOWEN DR.yiSLOf'NVI' 14011
Uneel Galn of Offset with Two Elbows
Ca � LTi NOTES. aAwserieion'IT" ;aeoro ID,kre I safeowsrrllyl 41r11rdes
Dtansnakxn")("
EbpN1s Dknerieie i"R' ferbam hsigM(rTiil'far 38'models.4141'1a-W and 47 nxrdelsi M
3'r6 14% ons of the stowsis nd marred Ontheipboii 0 piclrrsd hl Figura
Elx,ws liilh krgl><,r 3'A 49% I A,elbtrtrsti the 119 w*&Room It:r your%pleoe ton"Tr
one 17"asrlbn 9Vi 5414 dsn&Wm in Mir tale it,gd do actual rise snarl sbre um amait+r d
One 18'eo�ion 12% i, anywhere else in the systam.
Tinto 12'sactir" M% \G M 9 the ro*kad obs 6 ixlt shaver in this fates bu ls Mase ihm Mr max
Oro 12'ard"1R'sntlion 17% 731.4 imam a/owwd(t251,srl ltbnei d4rinvy iwiiom carbe ntltkrrl to my
Two t8'sedkm 20% 1896 01110 killed Mir"fishons by addrg a Mtn dnandor>a as fdlmm
One 38'slActfa) M4 79%
Ons m!a.9 36,s+araion 2 A gerA Add b Addlo
One 4A'fatlkn t�DrioollsnY litrrisnskri'1t" rNnierrrlsn"7i'
lr/' 9D ir911Cdorr "A x1
Orin 1A'tuldorrr 36'avction MA 94 it asciicn 83 14%
fine 12'and oar 40**dion 12% 901/4 V section 17%
One 18'acid one 4e'eeclbn1631, 10134 30
1 Wo 38'sedion 3tlib 109% Flue sS pp K 40h
art Ckw 36'and aria 48'sKW" 17 29
WO urre No sivgort 481A 1Z?%
STEP 11.MTALUMG RASHM Ing where Mw collar f�9 around the tup of the flashing.Push
PlIW4 the"Oshl
►>il over the chimrwy pipes whore it pens 0 i ebrrn collar dram securely an It"seeker and flanhhg.
!rates the rocif and mark the arttine d the flashing on the Tia secure the culler,punt thu Lab ttrough the slot as far as
rad Remove the nails ham the shingle*Inside this outline Possible and herxl the tiff nver to t..Id it in place,
and b the botbin ridge of the rod wtout.Goat the roof
8100 ur►der the shrples with roding cement.Slide fits STEP 13.NSTALUNG THE tEMW NATKM C.AP
flashing under iho shingles on the akloa d the flawhing iuld A.Nmney terministion is loquired b finish tills Installation.
re nail tho trap arui aida,shingles_ DO NOT nail through the The 101bwing instructions ere for the 9MD termination.
lower rxxtbn d Nashing. If nerwwary,aNw the side and Rater to the Instructions packed with the tarminatton fair
MP of the hashing with the saMned shingles. The flashing additional InbrmeAlon.
Should collar the 10wer side n1 the muf opening as picluro
in f gore 14, Flpurs,ib
SEEP 12 INSTALUNG THE ST><)Rlt M AR Instellhoq termlrretlon I The storm collar to awsembled to the chimney system pert.lloldlry the adjusiaue storrn oolar with the lab d the rxAw
inY-it right hand,put the collar atmord the flue pipe.Push I o rr>tsh ire nsteMetkri slide4er'nkielis
the tab on the collar thmugh the slot provided Pull the►rib Mie snnor Ala of,yw,lerntripdan
thmugh and bend 0 jtest ennugh so that the rxAlar may be down Int,b a sen(**,
raisrtd Upward Apply walerproof caulking around the flash Flt the tetmlm*xs b►acIwui o%r Cr air ea corer
Cie d*"ney wall and tinif Mrwn chimney
figure 14 W darrielar holo,in fila seulai
sli
Installing fleing and storm coflw ly="URROM No 00 di—ey W, rseltiq
Pi 1M1 Ruxm rxiler down. Witt+rlree s10A x K'hear!lead
screws parkted
f ladixrtr ki poiiGul 1.;A,� �— chirnney
_ 'tNnl coo 41
� i 4Ya11lling
/ flushing
r
1 >
� I
fbsMV in
1 position stv"m
I r shingle
IU
02/04/98 WED 10:41 FAX 503 1371 0103 110WHN DEAK1.0114IN i' 61101
CHASE INSTALIAMNS
1 —!h—As is an enclosure for tiro fireplace tuxlhx cltinrxhy 8. Chases with[veno or mores chimneys should be cauttiuct
Vial Is attached to the outside of the house, b may start ad wide enough to allow chimneys to be spaced at least
a r,.e basement flonr line,aa the Brat level or at some 24•on center from each other.WI-ion chimneys are cMos-
pnirtl on the eine ut the wait. A chase ntay elan be used of than this,smoke from one may be drawn down the flue
In enclose a chimney from the lotAnt where it penatrateu of the sc$awnt chimney When c3dmneyu must be
the roof to slightly below thu tar rnination cap Installed closer than this smoke tianah:;.,:ay be prevent-
? The floor under the tireplaca nus'be a solid continuous ed by vwrti:811y offending adjacent term,mitiona by 12-to
lava*surface. Many local building cirdwe Woo require at 18'or ty installing 12'10 lWhigh shoot metal shields
fircietcip mrPsrcer in the chase at Iho ceiling level In the botwoon termirmUlona.
hnUee.Consult your local bulidirg codes is dwtermlric. WARNING.00 NOT MCK REO(ARE.D AIR SPACES
the requirements for chane installations in your area. W17I l INSULATION OR OTHER MATERIALS.
kviomombwr that all chimney oumponanls musl have an
stoohrto rninimum d 1"air apace torn combustible mato oe
-
riatva.Plu n tie dim9n&kxms d your uhasa accordingly. Figure 10
3 A chatty should be constructed and insulated rO w any Chase huullation
other exterior wall km yrwt homes 316""1Ofolls:IP%'da.
4. A metal askew made by a kcal shoat meW shop Is 99"and 42"arodsM:11% tliw
required to complato a chase Installation 'this cover �i �tr:mnh atlon
bowman a fleahlrhg that prvrelts tneter from ardering tfw 2•
chase. *tie chase cow ohouid he soolod of the corners. Nm,rn Collar
A minimum I'high caller is required at to point where r �
the chknray POO or alp:tecxhm will penetrate the chase ct,eRe r a�
cover.it requiroa a 1211oi'dismela►omllnr for 30'models, �. width of
13tis"for 39'and 4i"models.The swam al the base of depth of chose a W
the c»4or must he wsgsrtight.It may be rwciorsary to sup cirrose'v.•
p,wl the dhame cover with framing rnembers if the oawr is rfYsah�p
large or has rroAlpio caps_Hequired doaranoa to txvm-
b,silbleo must be maintained Spacers(%'high,,should
he uses,to space the chase cover above the wood from- e
int;b minkniza,conduction of heal ro"wood.
S.Theso fireplaces may,be Instalod In a chase using Model •Malek vuhride wells brnwenn
82M Isi►mination cap,All sections of the chknner
nisi aittbnci5"abo ro on chase covwr when tte studs.3ewmiewiansct haute ooninuous
Mon b eieintgin re9trirgrl sir gond
6ptra.:hrminatlort Isused-Install the storm noNever r ospew r/ennmrxw h rlvmrwry strrfarxh
the 1"coag:on the chase hover and caulk batmen fADrm
usher and pipe.The termination is irutatled b the chimney ina,litian
pipe above the dvasu---ww Ar�!exxxmu a,Figure 14.
6 K a Push amount Is desired,model STD-22 Round Gnaso a,ts.ikr them
(:fila, AW-52 or AHG 12 Archliectural c V-PfIC 12 or C-01s iclil—nose:i1 A Is nwmmary to cut a We in ere
I_PG12 Pyramid Baps.or TC5-12 Conical trap may be oxterior load bewaring wee in netthe irsfxu in the d,a
used. Mien used.tlrp Ir!d ohirtnoy sectiv,t must he no be guru 10adrmrtuaw.r fivvne the opening in suppk*•'.'-ft
more then 1 x"bc►kw"Choc»t:Rrllarr uallor.All slip strumas GerMutt you l000l building codes far cWWWA
sections require a minimum 3'iap Into the Iasi chimney, nxpAurnentc.
saclhn.With 3H"and 42"models,nn A.S4-?shield stip Wer iag: the oponvVs i,the arta cogen an the top at the
saeffon must he ussd.Refer to espe►ets Installation irepicne must rat be abshucterf Nek,rrr oro hFoan In insole
insfrucfions for ouch lorminrrdon for defalls. Ilan in the chimney orwinw ro
1. It to recommended lxd not required,thsl you Irmulato
undornoath the fireplace and between the aluds on the
outshfo wall of the chaise to.reduce hoot loss in Luld ca-
mallas, Fla sun In use rxrn combusfiefe Insulation with
Out Paper or plastic barking.Never use blown-In type
kuulatlon In r chose.In tileflon should never eovar
the top or sidles of ttn nrVbc*or any past of the
rhlmnoy system.To further teduce beat loss,N is to),-
rrnmendod that 16'Qylxkum wafMx+sM be Metalled rarer
the insulation on fha inside cif flan cha o. Plan dtass
dimensions niorrid naly
11
(11/04/88 WED 10:42 FAA 503 671 0103 HOWkN DFVF;I.IIF►NMI' fit 0I3
INSTALLING A GAS UNE Irntallntiorm to IfEW a Irrteaop mi the fire(rx►Itng WW Vx;m
Ail 1 I-WX)fireplaces asst deak,nerf in accept a 15'gea Ina the Ony4K»and!coal#0 remainirg area whh either shoat
lur a dormrsthns gas appl,ance txrrplying with 721.60 metal Of %'gypsum valboald. Insuladon may then tte
and ud hu dacvrHtive gc43 Wilances for Instafstbn ht ir0dalled above the sheeting"mortal fiepu!rcrd clearanc*m to
vwntrrf Ire(►lacu�,. (Iw deax rarlvs apf►iar�r nKs►1 be
11 OR 1-hlrnnoy Alpe must'v maintained.t lnhtg the Interior walls
Installed In uccovdaneo whh Its Inrgellatlan lnsbuctkxle and d the flroplme embsure with gypswn walj uwjwd wlii f1xtller
the Natlonal Fuel(3113 Code ANSI 7223.1. Ills Ilrr►pkrce he% roduce cold air Infill-rrtlon. (3wP RW- 19.}
a fatlwy-Installed tube lar insert/on o1 the gas Ins Ralsr to
pago 3 Iw gas Ira Inks kx.atforl. INSULATE TO SEAL TINDER THE FiR",LACE
NOIT .A rninitnum "V to w►ancs Irum"gas pipe must be ln�ulsting under tho Ireplace Is benslielai ler ler.'of sorts on a
m11lntalnetl Mille Vol tho fire txxraele slab,The Irepts,co stxxAd its pkrced on Insuiaing
place Sae Figure 17 hoard.It M Impnrtant it►at a hard rigid seat"be maintained
To Irmtal pan Ino.ge.rtly uss a lrrnvmer attcl punct,tIu iuKxk w dr,nos use fiberglass Insulation tar this purooss,In a chase
a hole through the rahac:tory at the emboss Rortspvr►Insula- that r:antllovors oudk]a the houses,it la beneficial to Insulate
[kin from the Inlet tubo Hen the Ina to just outside the gas between lf►e floor(fists.Sao pegs I t Sex dram cmglruc:lion-
lnkw hole of the/replace. We a N,'gas One nipplo throi.egh
the tube and allach to the lino. Finish instaliettion by wither CAUTION:When haailing a Ilrnplace In art kuulated
capping gas line Inside Nroplace or blr attaching an apptaved encimire,be sure to ntak-tain all masked air specsa-
ges applance In scrorderx a with its Installation Instructiorls.
Ile-truuall Insulation ar"id 011 gas Inn lu seal botwsw,11 SEAL SEAMS
ant gas c Drwk* Seal around the pais Il no arlrl thn rot racloty Seal between Ua nrspWv end 44stling mafexlab. llrw High
with refractory cemonl, ternponRure caulk.Seo nguron I a 11rxl 21)for detalhs d steal
CALAION:When usl a deccxatrvs Ing spaces betrveon the tioptecrr and finishing materials
appllance,the bre• Nese ftsma/aRKnnr of Inswallun bwtalied acroAo the tcp cf
place danpsr must be so in the Fully rn"o position.
the fireplace and lows,the sides as a tw*Ir►y ler the cwxlc
Fiqun 1 l
1'Igurs Is: Cold Clknots h'statlalko"
k►nlagr A ntrk+r wratr
Inexrkrbrr,
i 8rsstop
_ Y p
'insulation nIa —molarlei
Mlnlffl a%'ttl w nce rersiro.t side tunt�c#rry
hom pips b oanbusniblos.
Gas Ine must N Flrep�ec+•F�_.�
an Isnnth.
/ Rahretory"stlen I .
t(/ (Fl/Wil►Inw►i�tlon
refroclery nameni)
,r�,IanUr,
i inleh�p material ---�
rxyst�ombuertible materiel-
kauleYwr
cai>Ik or ee+dant
RL•IGOMMENDED COLD CLIMATE dice view
o ,
INSTALLATIONS Bandon _
The Insulation and!sealing of the encknwre anxind the fire-
place Is vory Important In cold climates it Ifx►encicr.►ure la J
Insulsted and sealed pmporty,you can awld future cold air
pmblerns.The time taken to Install the firebox correctly I,;
Well vK)ntrrrhlle. The(clawing slopes are recommended to
stop puW4W cold alt prohlems. top view^
INSULATION OF THE FIREPLACE ENCLOSURErnuk a n►awtant , 7finishing mats W
When In a chase or on an otAsldo wsll,the Ifraplw.v tinclD
(sure slxtuld be Insulated Ike any oshst outside well.
Ineulabon should be Installed on the outelds Walls arNl the
wall abate the froplacc. it Is also InD3mm orxhrl in rhaar
12
02/04/98 WED 10:43 FAX 503 4171 010:1 BOWEN DFVFI,OPNN'l
MOBILE HOME INSTALLATION The fireamp thimbin Is dashigneti to eliminate the road kr
Fireplace models TLC36-,'li1Ao and'f1042-4MR are cut trusses when InslaNing the 6'ehimney betwewn sit,r,-
UntlarwrRers'1_8t>orat>xiss hated for Inst Jdlon in mobile dard mobile home maol trussw tabr6catwd on 16-centert_
homes with TVMCO doui6ie-mil Bair 000loo chimney and tDcale and mark the center W chimney on the nwWo
aomponentar_ The installation of this,'iraplaos kn a mobile hums catling.Out a 1 414'equare In the ceiling.Posltbn
homes is similar to Its instailatfon in site construtltion with the firaslop thimble with the flanges up and with the
the following mcratr1ions cylindricai pai oon extar,ding up innn the hole NP4 Uro
1.The fireplace must be uecurad to the Moor of the mobil* :'resW'himble aw-,urely to Ibe IrwW.ng.The fres"
of manufactured home by means of labq on each side. thin-No has a 10'skae"That functions es a heal shiski
2.Only one eel of skews may be used per fireplace s Pilo o-Alar must extend from th*calling Iaavol into the ccx)t
l4nhing A Nrestop thimbis wifmiskun model TF 1 is
tem.A mirimum height of I3'6'mu*4 be mauttaina - reWirid N she Thickness of the calling is such that th"
when elbows are used. heat shlekl on tho thirnhle does nut extend into the roof
3 TEMCO glass doors,fireatnp ihu,ablu,unci model A113 313 tinehlnp 'Tho 1himEiro ecterak n ellin Mto the fiF41101 p
ooAthusdon air kit must be instailed kir mobile tone use. thimble and is fastened to the Ih.41bio with sheet metal
The dsucl for the combustion air kit may go ifhrnugh the screws A model 8206F roof flashing,storm dollar,mid
floor or the side wail of the mobile horns+. Ilia TEMCO 82030 termination calx are required to ron,
4.See figure 17 for minimum systam height-The height of pial*the installation.
the system Is measured from ttae base of the tlreplaca 6.See BL-1 hslnuclions for wiring proriedures.
and includes Vol the chlrnrxay earn WANONG Do no'`hstail a lrsplss»In s sUwping room
ti.A flreatop thimble h required in all me bile hone installs- of a mobile horse.
tions.The TEWO Moria UFTB-1 unhorsaai firestop thim CAUTION:Tns OR Lbctu'al Integrity of the mahlb honest
ble may be used for flat and vaulted mobile home callings floor,wall,call"and root trusses,and any other
(0"to 3(°)- structural members moat be mafntalned.
Figuro 19:Mobile Honw Inhataivations
_ ,� � __ Uniuhor,Rel FhaSrop T?,Imt+M►
_ `� mtlnnkon :'tnrrh6+atit>.+
F1laf Rnof >r pitched Roof – an
- .mon rola"
xkNm naMer , 1�Ft0
roof 8,-OOGF,"I Nothing noel
r _
---- -- -- — "Inntriro
Mlnlnwr,System HeTon
Tt.G" & MB 11'e, finn0op fhfrnhle uniMlmsat
TTC4Z IIRB f 7s' Msnkiwim system HL,W t til*
I M130-3110113 11'0"
Tl.CA2A1AB 12W
TF 1
Thlmbin Fx1Drwkah
May to mtqulrod tx
r*dvod rm*lMrMaritwi ~
Oratsklc-aft duct may pass thrhauph the floor or outaW.wall.
1.3
MENEM
02/04/98 WED 10:44 FAX 503 871 0103 BOWEN DFVFI.01 NWI' 19 01 5
FINISHING YOUR FIREPLACE
There are a wide variety of Onbhing matedals available for whattrer man-mwfa hrk*and stano am mace of rack rvxn-
yrnr I F AoO firapWm from formal wall treatments with mar- buslfole materient bsfane using►heal on the face of tlw flm-
ble and mantels k►ruutic wood parwling.stone or txx*t plays.Some of these txodutxa milaln eombualble mater)
n Is kr►portlurt that Me black rade of the fireplace not no oav- MIS.00"twstbe eau oovsrings such as partelktg kx wall
k+red wih gird type of twmbustlbia matadfal MmAv n board may rky ova lap Ow btw*loos 0160 firsowe. The
buakhle facing materials such as ma►'ble.brick.or arnmlc eta tx tween the wall etwer1r►p and the firapMce Wvub
Me may ovnrUp the dads face of the firoplaca but must F it be sealed with a heal-rashdo4rit malarial wwh as road woo'
carer loklvered vents above and bekm the opening on bu- In-wlatbn or mortis.
vured modsis or the air irdako very babw the"ning on NOME-M 'r shaped shiml WtIN rrxrst oe hstaDed
Rush face 3V sur.!47 models.Seat all OWAs!rebase►the acirosa the top of the firebox opening where%ang
black fireplace face and the wag cmarkr►g with a hgal-resis- Mfttorlafe such as brick at stone Is used an the fees ref
tar!malarial s,x;r as rock wool inaulalkx►or mortar.Be sure the firsbox-M acts as a suPlloMtkeplop.K should be
to use high temperature adhesive or mortar when anchoring stfrched to the face of the ffrepleoe wish ecrows krtd
brick,Mollie,w lite o the lac*of the fksptw*.CAvock to sea sealed to the flral••daoa with a heat-►ealstanR wester.
Figm 20:WAM IFsaknsnls
louvered t/orldo:Ncry aocim rielhb decbraYve kuing Flush tiew Nodal:Mica-orrdnallHo dwxxmlvo todnp
masriale mair cover the bled*farm cn ft kwvwW air nwhmob mFW oover ere black tape up err wiewred optrn
Inbtr surf(A*kAe t.crrvare above err!below ttw!►e ing arnapi kn s►a sir Mlab betaw the c,��ening nn 3Y"and
screened opening and"frdde beklad the ememmil A1`in 191 Nr k ds%bakm and heMnd Ow arseenod
opening most out be bbak+ed. oper►ing ned sot be blocked.
A.Waaawa wMh Keels slew w TM Faabe L Orilla ell aYwke Rwlog
r Me _OTUD
sN 1131ko WAI.I HM- F.p NON-OriUj hell• NEADM
OF.CORRATM COVEVING
h%M OF.FtaaOMwtrt4 + +
wrist c�leerrerkatF MrvEraAl. ( I �
1 JCWT kURT BE MMM) r—' —
MWU t3E ENCIOBED
vvm+►x�wcc>Askkacnnr- _-- --
r Nk�l..00lektleTttxe MreE►uAl�
D°COAAFT/E COVFRMal
C.W"and Pock Are Mush
(4warwartaiinim"wom D.was aha Paha An NO FMa
r�'ASaFrrWAll qrC) STUQ
F e41914ED YVAII t K
i Ni.AtN rr
I,EADEiI
i
Np4CQi1BU'lTIAI.0 I
Ow To OFCOWB RATCCWERM I
a�lrnk►sT�s rNAxrFt - -
Am eE FNMOM - _ MILAT 9E F►axCerD
w"HTMF
rST1BIP wrnill(7N ISr1K! `
tillIg_TF*[ 9FALFU JOaYT MUST 9E sr.Lm °
a U.S.Gypsum Stwe txik Fksoode"c:
'Non oOmbuaMble rTteterlal nxlat ektidoee space botwean s U.R.Oypetrri Mktors MC 190 to Maim
t0
lop of stan owl top d fireplace Omni Etcnmples of *1 nw-4,tumia,Cars Form Board
non-oombustible Rwionims ars, a wowed corn.c4tnwsd Spec 300
e Odw wMewic Mahviafs
44
02/04/98 WED 10:44 FAX 503 671 0103 HOWKN DF%'1+E VHN'1' I%;t 011)
F{puro 21:16nb1 ProjaMlon nalling fhmgo
oomta�strt�le mrlwial
MaMel legs mey!wnJo-M a"the nadislinn Una as
11114e1Fatad, - --
6"min- - 29' /
7"min.
8"rnin. 37"
10"min 45'
12'min. 53" B
14"min. el"
—.. I mplec0 opeflillp
Figure 22:tlaulh kwde llallon
A MING lleselh 004116IM11110ee View Flp"4 for R•Metor Meq C Raised Heed/..Flush hon models Oldy.
Flush lace models only.
110"n"W-lon I
FiEG1U1RED 1.110 Ir FACTOR REOUIRED l i
MWRATNE
f4(TN-(�MIM11RT1S1.F
MATERIAL 0RCK STOW-�
_. ""m" . ..... .....
0w rinr P+Act' Sw FTAQPt"..
EX71wlU9TNl1 rME TAt SAFETY STW' � hAETAV MRTYSTRIP
SUPPORT - * – PcjsiTvjNED>r UNDER UNIT -- f - 0W*mlFn r UMUkR URIs
AM T ILP"A HFAATH AND T t NMP HEARTH
Ill,IlebW 1000 MMrfd rin pleas Flush hlne models only.
Me nomisMMls sugwo kM r..arlh) D,HesrM FM on Fkwc,A0 models.
1.20-F'FXJUR s0"R'FACTOR
RIMUM" REWIRED
Irr a;K ST(714E E)F.fJ RAITYE
NON)OM8U9TK11 F
__1.. .�_ IIFARTH Gti1VEfUNCI`\\ ►nFARTN_.- i
�` FMiFPI-A(E
F?"-A(O
-- RAISED
P1
}_ PI ATF _
(� MEI AL SMV"STRIP
MF R HFJIATH * - AND 2' IWWR t4CAnOMIT
* f1AFETYvtpw '38"elnd lti"odds:18"
POAITTaMFD r(>l1DETi UIMrt AID I r'"elp 20'
S'IRIDEA NEA7Tk
Replacement Parts
D *ScriptionClt1+. 42" 39" M. Deec"Ptiofl � 42" ata" 36"
r7wWwas,rod.st*N 2 fflM 4 Sr66114 11"I Screws frx -
r11r0CMlry IelMtlers 2 1 MIST 61 1 M1M tIA 1 MIS I AS
saws br Bonen rods 7 1 OMes MMM 'AMS8 14119"$kis Mileclory 1 ?DFMW 2DRIM 9765337
Ftwrrwn wih rinpl 2 IM97 1166148 I TSS1V I-A d".91, ry 1 2D7M 207a1AP, 2011734
prim►Meme► 4 1AGM 1Ad22?2 1ASM Berle'.10001y 1 2D7C667 ?DM4M ?DM WC1
HliacloyreWrw,fymeMn I ?FjnW 2B7tt" 29"'t Bo wnIsIwmv 1 ?DRl%4 2D7w4 ava'i6
rwmmy refM w,MAI axis 1 2RMM 297ow 211Fi6779 boww plate 1 IDMMI 1061718 11111"
FMIhwjmv"Aaw,Mom 1 - POW72 Grel,nllpirilp txnclai 2 M613D 2966177 ?W.10
v5
0'2,'01/08 WED 10:45 I-AA E,03 671 010:1 110WEN DF.1'FI.01'IIVF 0,017
USING YOUR FIREPLACE
I.ppw►ttw irescrstr►tsy grasOq handed srd punliirrp Miert back to 18.cwwta ftwa m irxl Need lbw Removal:whm wow h Dared
fwh" Wm#f,AMA *and otbtsr
m"ve vWm taAhidr aoihbine with
2 TIM flus dwgw rod is minted bsrittrl It*mesh s~l,.To Wm Um etrpsllsd moms b Corm aeomote RO aoosob vopea condense n
dampw.slide ft rod to ON r#t To rime,suite the rod to the loft. 00"*vsty rxhol dlinvy Ium of a dowabuning 1sw As a mmut,
1.M ttm oant;u"air ki hes bean nsldled,to Wd d damper shmid (r•osr*residue aminiul"on the furl k ft If toiled bink cue
hg n a hA open pot tw babe you AM a Ike.I w-a bitubal$hs oMoM mfkof aro exlrmrndy hal Ike The chimney#ltd id be itvwr;
BMW and rew"the;0*01 rat ori Cie iron of It*krl-Ada of rhe sd a krmet twice a mar ung the lteartng fir doWmine if n
bicron.TO OPIKI,Ian ft a x&d aill I bcreosols Dcridnp hors occurred.It cw)see his eminuiaW t sho.Ad
kMw door.To cion a tins be arrtoasd 10 reduce IM risk of a citmov ehr ke,
damper.MM fine artntml rod txrurtlerskhdtuiss trrtl e k puiriirtp b
Mrs lures o'tiodt prrstkxh.Ttta(orbit rod si"Y,%dosed posF 14.QIAROOAL AND COAL WAY NOT BE mRmv IN THE nRCr
tion and swing tree it the open posidm. PLAID.
•.A i FA1W ttretiaw grads nnrat by bead n Ids e,.;0W6 1 is prw 15.NEVER CLOSE ANY DAMPERS INRI.YPu ARE CERTAII T7ftif
indallud at stns kiamy as ml Inlep W pert d thu lbactlmce. THERE ARE NO WARM EMBERL
taple m pier's d—mlAed piper aid hold it high irnkls the traplsae. 18.Whsm fw fn hes gory conPhAsly cul,clone d dm,gm Ttie vA
The WiI warm the taw and am The(h mmy'drawina- pest emnsW hod loss up fins chimney end motloofi►te t*m on
4.U94 utas paper in tra prat►aril,odd kirdng.As the kirrdtirg(attires, thM haarth.I rxmbudimr:air kit Lw I Malled,does Will ek dmWer.
add mora or heatdw wood t,d fw fes a weir o_yMbWwd.Tb caniul 17, The brick-like rxlmck"on ohs Aar,bent(and#idea in ninloR;id
red L)'s WOW IN fie >rlh sled,but can be cracked and b>raiwm.Dorn thug kqs ar build
7 WARNIM:NEPER USE(IASOLfE,GASOLM-TYPE LANTERN fkw***amM rehacimim A mvU'b mrW of you firapkvn
FUEL,KE1110ME,CHARCOAL LiGKMR FLUID.OR SNXAR b mervrMra KW dung retial use.F(r Mie IM few Me.bmrid Mod
L1AUD5 TO START OR FRESHEN UP A FIRE N THE FIRE- asl kilt.Tlie wI toxo the retMcfor m propmly.1 Wdw carts mer,
PLACE KIFF-P ALL SON LWIDS WELL.AWAY FROM THE FIRE, def In the retac0oriee tort do no harm to thak parfarmsrtce
PLACE WVILE R 113 N 0.4E )a It Is inport nil br M»dwtmlrwy to be big r ortouglt to d w pr%V".
8 Coss Yw dgN kworew fist end imam the IsI tiresrrennt,hekhg sure Tlie chWv"should eKwod 9'abotee in mglwd point whm A pw.
that It"orwbp.Keep the treeaseems dosed m1 al tirnee ffcaoat though hots roof mW 2'above wry portion at the rod ttorixwuh
when's kw. wrNot 10'Sao Prtpec a"9
9 "m the!told W bum burring bps must be snouted pabdcaly to 14 Ct/fpoad of AflteM:Ad**ahmld be placed In a owed wri roar
a"mom for.*to maw under and 4o Wough the hnl for omwxat- wlh M tight fNinp Id The cktsed dinar w of cdm should to placed
Bart.a tltatte esttee em abwrect to aowmulde tatty Ile ak xnw is
nn a nomconht-R M floor or an the ground,wel away item d(twin
bkxcv--'ttrt TWO nnlr tter m Madly war fwd from er mesly*hest brdbte malarldl,prodrug lard disposal.II Ow ashen alit deposed
of by burl,-1 in ani or M wise be*disMeW,It"shodd be
10.A ffepLwv needs a steetly apply of air in oW r b draw ptapsnt f raeMbod in IthM closed oombror ural til ander have 0mmghly
Matey hooses on rtporlmenls Which no MR WW h+dlr% icierf ark cotind
kr normal%wrilkin VwtIMktg tans,art mm hoo&,or oenfrd twain- 20 WARNNQ�IM FIREPLACE IS NOT WTT]/DFD TO RE usED
kg eyslerrrs oten(Muss fkm0m"to wicks by skg rg fns ft. WRH ANY COtFOtil~NTS OT}E7f THAN T11OBE tfPEf ih1
plloeb k n ludimthe Ill a!r A tae o mti qtr srtotgh,i can revarms fins THIS MANUAL(Le.FWMPL ACE NSEM BIAWE MASS
Iow c4 air in T1r trnptics and t;su+s ee�'g. DOOR EXfEI1SIGY4lI�NEAT Ci1C111JlTQifS},USE OF THESEI1.Use fond woad be faall.iced dry and lnr/seasoned tatood.Do IMUS COtXD RESULT INA SERK)US FM HAZARD.
not burn scrap comp wwAor Iurnbaa;N paodu»e exaseive )1 Atxafes to cN for tea To wrwvw Ow INmYteluxh ap
sparks.Never use wood#dipped M Gr,pitch,txwsob,aft,as 211
this products fluttering,ammi"fkm with took furttei_Do rant remotto The arse 11110A x 7 hex head droves hen Mte temdrtl m
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1
x
FARWEST ELECTRIC, INC.
7402 NE 189""' AVENUE
VANCOUVER, WA 98682
(360) 892-1316 PHONE
(360) 892-3629 FAX
PROJECT:
SUMMER CREEK VILLAGE APARTMENTS
TIGARD, OREGON
Dire Alarm System
Job No.: 97170
System Outline
'File base system is a Silent Knight 5820 Control with built in digital dialer. The system
encompasses the detection methods of waterflow alarms. The Silent Knight system will be fed
from a separate breaker and will be equipped with an adequate battery backup supply for the
required period (24 hours).
Each Apartment unit will be equipped with a centrally located audio horn. All (34) handicap
adaptable unit: will be equipped with both a horn/strobe. A fire alarm bell will be locate:i on tho
eod of each building.
Alarm zoning will also be transmitted to the dispatch center by the digital dialer. So before the
trucks even roll out of the station they will know what type of alarm they are responding too,
whether it be a waterflow switch, cr tamper switch.
All wiring within the structure will be `open cable method" All wiring will be in accordance with
National raectrical Code standards.
F
me I I i Kn ig ht Model 58220 Analog/
Addressable Fire Alarm Control System
1
1
The IntelliKnight systei ii is the
smart way to make the most of
fire alarm technology.
'rye IntelliKnight system is the first fire alarm system to
provide you with the revolutionary value and performance of
analog,addressable sensing technology combined with exclusive, built-in digital communication,
distributed intelligent power, a modular design and an expanded,easy to use interface.
Powerful features such as detector sensitivity, day/night thresholds, drift compensation and main-
tenance alert are delivered in this powerful FACP from Silent Knight.
For more information about the IntelliKnight system,or to locate your nearest source, please call
1-800••436-6444,cr in Minnesota,call 612-493-6435.
Description FEATURES
The IntelliKnight system uses analog -Up to 381 analog addressable
data from the sensors installRd on the points.
signalling line circuits(SLC)to set -Distributed,intelflgerm power.
sensitivity levels for each of the z;,nes in •Sensor sensitivity nettings.
the system. In addition,the Model 5820 -Day/night sensitivity 5nr6ng.
uses the analog data to perform drift -Drift compensation.
compensation and sensitivity checks on -R�xputlm VO circuit
each of the sensors in the system. -ANSI cadence pattern.
-Built-in annunciatorwith
The IntelliKnight Model 5820 can be 80-character I.CD display.
expanded by adding modules such as -RS-485 bus provides ccmmunica-
the Model 5860 Remote Annunciator, tion to system accessories.
Model 5815 Signaling Line Circuit -Built-in RS-232 interface for
(SLC)Expander, Model 5824 Printer programr.iing via PC.
Interface and the Model 5880 Status -Built-in digital communicator.
Display Driver on the built-in RS-485 -Form C!rouble relay rated at 2.5
communication bus The Model 5820 amps a;24 VDC.
also fea!ures a pow rful built-in dual li-ie -Two Form C programmable relays
fire communicator that allows for rate J at 2.5 amps at 24VDC.
reporting of all system activity to a -Uses standard wire—no shielded or Model 5820
remote monitoring location. twisted pair required.
SILENT
KNIGHT
I
IntelliKnight Model 5820
Analog Addressable Fire Alarm Control Panel }
r
Up to eight additional Model 5860 The IntelliKnight system may be
Remote Annunciators can be used with programmed locally through the built-in
the IntelliKnight Model 5820.These panel keypad or through the Model 5860
ar,MCtive units also feature an 80 Remote Annunciator, or remotely using
character LCD display and a key-or the Windows^"based software.
code-activated tcuchpad.The remote
annunciator provides the same system
operation as the built-in annunciator. OPTIONAL ACCESSORIES:
Programming 5815 Signal Line Circuit Expander
The IntelliKnight system's autostart The SLC expander is used to add more
feature minimizes programming required analog addressable devices to the
to start a new system. IntelliKnightsystem. Each 5815 can
support 127 devices and interfaces to the
5820 via the RS-485 system bus.
IntelliKnight can support two 5815s.
Powerful Intellkniahl accessories
provide unmatched flexibility
SPECIFICATIONS INDICATOR LIGHTS:
GENERAL ALARM (Red)-On for alarm
Electrical Specifications SUPERVISORY(Yellow)-On when a supervisory
Pnmary AC: 120 VRMS at 60 hz.2.5A condition exists.
Total Accessory Load: 4A at 24 VDC SYSTEM TROUBLE (Yellow) -On when a trouble
condition exists.
5820 Power Supply SYSTEM SILENCED(Yellow)-On when an alarm,trouble or
6 amps at 24 VDC of power limited notification power supervisory condition has been silenced but not yet cleared.
SYSTEM POWER (Green)-On when power systems are
Flexput'' Circuits normal:flashes for A0 or DC failure.
Six programmable circuits which can be prcgrammed
inrlividuailyas: MECHANICAL SPECIFICATIONS:
Notification circuits: 3 amps of power limited power per circuit Dimensions: 16,n W x 26 4 in. H x 4.65 in. D
at 24 VDC. (40.6 cm W x 6; cm H x 11.8 cm D)
Auxiliary pow7r circuits: 3 amps of power limited power per Weight 28 lbs. (12.8 kg.)
circuit at 24 k DC. Calor: Red
Telephone Requirements:
Wore..F7erpte-crcues can De ronhgun=las dans f1'orAher can be FCC Part 15 and Part 68 approved
oaoe/lomakeaGass A•crnx,d. Type of Jack: r J31X(two required)
APPROVALS:
UL Listing pending
NFPA 72 -Central Station
-Local Protective Signalling Systems
-Remote Signalling
Model 5860
Remote Annunciator '
Bring the power to control IntelliKnight to
every area within your facility.
.wl
Now you can operate and program your IntelliKnight syr'-m from up to 8
locations throughout your facility. The Model 5860 Remote Annunciator-
provide-;the same advanced, easy-to-use interface found on the IntelliKnight panel's built-in annunciator. Th
80-character display and ergonomically designed keypad allow nor simple and error-free system uperation All
operations—iflcluding reset, silence, detector status checking, fire drill, and programming—are identical.
Access to the system is through a firefighter's key or an access code. For security, a special installation code i
needed for programming functions.
The 5860 connects to the IntelliKnight panel via the RS-485 system bus. Depending on wiring methods used,
wire runs can be up to 6000 feet from the panel.
Model 5860 Mu!tiple users can work at different
Remote Annunciator annunciators simultaneously without
affectino each other.
The 5860 is designed to look and Features
operate exactly the same as the built-
in annunciator.Features include an . 80-character display
80-character backlit LCD providing
easy-to-understand system messages. • Tactile/audible feedback
The annunciator is ergonomically
designed with over-sized buttons for Accepts user codes or
the most frequently used features, firefighter's key.
Reset and Silence.
• RS-485 interface to panel 5860 Remote Annunciator
In addition to status messages
disolayed on the LCD, five LED: or • Can be flush- or surface- Specifications
alarm,supervisory,truurle,silenf..2, mounted. Trim ring available for
and AC power indicate status. Surface-mounting. Operating Voltage- 24 VDC
The annunciator is available in gray to . Operation and appearance Standhy Current: 20 mA
match virtually any decor and red for
applications where the annunciator identical to on board Alarm Current- 25 mA
must stand out The annunciator annunciator
enclosure can be surface or flush- Max.per system 8
mounted.A trim ring kit is available for ' St}PPorts simultaneous ase by Ambient Temperature: 32°`to 12TF
surface mounting. multiple users (0°C to 49°C)
Opetation • UL Listed,complies with NFPA 72 Mounting Surface or flush
When the system is normal and Wiring distance from Up to 6.000 feet
receivingAC ower,the Power LED i5 IntelliKnight panel (depending on
P wrong method)
lit and all other LEDs are of! Other SILENT
LEDs tum on as the conditions occur Dimensions Height 7.318' /
Users identifythlto the 1041 Width:9-1/F"
emsevere KN
Depth: 1-1.2
control panel by entenng a code on —the annunciator or by tumino the Colors Lt.qray(5860)
firefighters key.When a user presses Red(5860R)
a button,the annunciator viezo beeps
and the LCD prompts the user to enter
a code or other relevant information.
INTELLIKNIGHT O.
Mode! 5660
Remote Annunciator
Engineering Specifications
The main control must have a built-in annunciator and must support up to eight remote annu,iciators.
Remote annunciators shall have the same control and display layout so as to match the appearance of
the built-in annunciator. Remote annunciators shall be available in two colors, red or light gray.
Pe,m, to annunciators shall have identical functionality and operation as the built-in annunciator. All
annunciators must have 4 - 80 character LCD display and must feature five LEDs for: General Alarm;
Supervisory, System TrOL.Ole, System Silence, and System Power.
All controls and programming keys are silicone mechanical type with tactile and audible feedback. Keys
have a travel of .040 inches. No membrane style buttons will be permissible.
The annunciators must be able to silence and reset alarms through the use of a code entered on the
annunciator keypad or by using a firefighter's key. The annunciator must have two levels of user codes
that will limit the operating system programming to authorizers individuals. The control panel must allow
all annunciators to accommodate multiple user input simultaneously.
5860 Bi_OCK DiAGRAM
IntelliKhiaht Panel
- ---- Model 5860
-- 0
Up to 6000 feet From panel ~e o° 0
(depends on wiring poo;o .111100
method used). °°° r
Up to 6 devices per-vs,dm.
SILENT
KN`I GHT
7550 Mendian Circle,Maple Grove, MN 55369-4927 MADE IN AMERICA
800446-6444 or in Minnesota 612493-6435 FORivla 350320.Rev 2197
FAX: 612493-6475
Worid Wide Web htip://www.silentkrlight.com Cooynpht C1 1997 Silent Kn gh1 Secunty Systems
Model SK-1224
2-Zone Conventional Fire panel
A simple, powerful, cost-effective panel for
a basic fire protection applications
The SK-2224 is a two-zone, 24-volt conventional fire alarm control panel. Simple to install and oper-
ate,
penate, this panel is the state of the art in small fire panels.
The SK-2224 provides a tremendous amount of power for a panel its size. Two Class B initiation
zones, two 1.0 amp notification circuits, and a 2.5 amp power supply ase standard features. You
simply cannot install more power for the money! Other standard features include a half amp auxiliary
power output for special appiioa!ions such as door holders; dedicated Plarm and trouble relays; easy
to use on-board annunciator, and a compact cabinet that can house up to two 7.0 AH batteries.
Model SK-:224 Features
Mane Conventional Fire Panel - Two Class B initiation zones
1 i
/ The Silent Knight SK-2224 pro- • Two notification circuits rated
vides two CIeSs B Zones, two 1.0
1.OA each
amp notification circuits, and a 2.5
amp powe, supply. Other powerful - 2.5A power supply �
I
features include a .5 amp auxiliary . Dedicated alarm and trouble
power output an(+ two dedicated relays
relays for alarm and trouble. �
Programmable features fnr zones • Auxiliary power output sated
at .5A
include alarm verification and a
special feature, "enhanced' verifi- - Alarm verification feature
cation, that allowsull stations to i
p • Enhanced verification feature
be recognized on smoke verifica- allows panel to recognize pull �� -----!
tion zones. Zones can also be pro- stations in smoke verification Modlel SK-2224
grammed for zone type (alarm or
zones Specifications
se aervisory), and water flow delay
(30, 60, or 90 seconds). Notifi- - Communicator accessory Primary AC 230,1120 vrms 0
cation applicance circuits can be available 50/60 Hz
programmed for silenrrng or no - Compact cabinet houses up to Tota)Accessory 2.5A
silence and for ANSI or steady two 7.0 AH batteries Load
output.
• Notication appliance rircuits pro- Vo Circuit 1.OA per :ucuit ;2.0 a
The onboard annunciator is easy grammable for ANSI or steady Power per syste.n)
to use and provides LED r,nnuncta- Output —
tion of alarm, supervisory or Rei
r ry ��1;"f trou-
ble conditions by zu.,a and systc❑ • WaIK Tost feature
? status. • UL 864 listed, complies with
NFPA 72 and 101 r� SILENT
W GHT
Model SK-2224
2-Zone Conventional Fire Panel
1
Engineering Specifications
The contractor shall provide a completely electhcally supervised fire alarm control panel Silent Knight Model
SK-2224. The system shall contain a fire alarm control panel capable of operating and supervising smoke detection devices
alarm notification devices, and an on-board annunciator. It shall be compatible with a digital communicator accessory whit
is housed in the control cabinetry.
The fire alarm control panel shall have two Class B initiation circuits which shall accommodate heat detectors,smoke detec
tors,and manual pull stations. Smoke detection shall be achieved with either 2-or 4-wire detectors that are compatible wit
the system. 'rhe initiation inputs shall be programmable as 1)verification zones in which detectors are automatically reset
one time before signaling an alarm condition;2)enhanced verification zones which can recognize pull stations when smoke
verification is in use in a zone and will signal an alarm immediately(will not reset)if the alarm has come from a pull station;
and 3) water flow delay zones in which the system waits 30, 60,or 9J seconds, as programmed. before signaling an alarm
condition.The FACP shall have two 1.0 amp notification outputs which are progrmmable as silenceable or not silenceable
and ANSI cadency' or steady.The FACP shall be capable of supporting two remote LED annunciators and shall nave dedi-
cated relays for alarm and trouble and an auxiliary power output rated at .5 amp.
The FACP shell have an on-board annunciator to indicate alarm, supervisory,trouble,and status conditions. The annunciator
roust include LEDs for AC, GENERAL TROUBLE, SYSTEM SILENCED,WALK TEST, GROUND FAULT, AND LOW BAT-
TERY.The annunciator shall also contain LEDs to annunciate alarms, troubles,and supervisory by zone. The FRCP must be
fully operational from the annunciator and include buttons for ACKNOWLEDGE, SILENCE, RESET, and V",LK TEST. The
annunciator must also have separate DISABLE keys for each zone and notific a ion circuit;SILENCE; RESET, and WALK
TEST.
Annunclator
and
11
l To
coa
accessory
Silent Knight
SK-2224
Fire Alarm
Control Panel To
wurrular
lloos 0 noexwwM lmud! AWm Ain F ��
CNCLA% Circuits Dmcaud Rows 0111W
(2 Cuss R'. r Cup B (5 nmol
r.w IA"M)
SK-2224 Block Diagram
3 SILENT
KNIGHT
7550 Meridian Circle, Maple Grove, MN 55369-4927 MADE IN AMERICA
800-446.16444 or it Minnesota 612493-6435 FORMa 250380 Rev 8/97
FAX. 612-493-6475
World Wide Web: http://www.silentknight.com Copyright 0 1997 Silent Knight Security Svstems
v
oWEEffibili11w
�; io INC. FIRE ALARM SYSTEMS
CSFM:7135.0785 113 SERIES MB MOTOR BELLS
Description
Wheelock's Series MB motor bells pmvide a better engineered motur bell
for fire and life safety alarm systems. The Wheelock Series MB bells
include high r dBA., low current draw, built-in template for semi-flush
mounting, low frequency aluminum shells, and low RFI noise.The motor
for Series MB bells is a durable. high torque, permanent magnet motor
selected for its high performance and long life.
These DC vibrating Series MB motor bells are offered in 6' and 10'
shell aizes in both 12 and 24 VDC models.
Series RSSP Non-SynGSync retrofit plates are used in conjunction with
the Series ME Motor Bell when combination appliances are required.
These 'S, 15/75, 30,75 and 110 candela strobe plates are designed for SERIF'S
americans with Disabilities Act (ADA) applications while meeting or M8
exceeding the latest requirements of NFPA 72 (National Fire Alarm
Code), ANSI 117.1 (American National Standard for Accessible and
Usable Buildings and Facilities), and UL Standard 1971 (Signaling
Devices for the Hearing Impaired). These strobe products, when properly
specified and installed in accordance with NFPA/ANSI Standards. can
provide the Equivalent Facilitation allowed under ADA Accessibility
Guidelines (ADAAG General Section 2.2) by meeting or exceeding the
illumination which results from ADA's strobe intensity guidelines of 75
candela at 50'eet.This is an illumination of 0.030 lumens per square loot.
By specifying and installing Series RS:I Non-Sync/Sync strobe plates,
along with the Series SM or DSM Sync Modules, synchroidzed strobe
flesh is achieved. Synchronized strobes can eliminate possible
restrictions on the number n' strobes in the field o1 view. Wheelock's P' I
synchronized strobes offe.- an easy way to comply with ADA
recommendations concerning pi-;ataseneitive epilepsy.
Features Bell Plate SBL-2 RSSP Remote Plate
• Approvals include: Underwriters Laboratories UL 454, Factory
Mutual(FM),Callfornia State Fire Marshal(CSFM), New York(MEA)
and Chicago(SFP)on all models.
• Meets OSHA 29 Part 1910.165. Built-in trimplate makes semi-flush mounting simpler and less
• Hiyh sound output with low current draw. expensive.
• Low frequency aluminum shells for better audibility through walls. Screw terminals permit fast in out field wiring of 012 to 18 AWG wire.
doors,and other structures Polarized for DC supervision of NAC circuits.
• 6'and 10'shell saes in 12 or 24 VDC models. Operate on filtered or unfiltered DC.
• Integral RFI suppression to minimize induced noise on the NAC circuit. For combined audible fbell)and visual signaling convenient retrofit plate
• Mounting options for surface, semi-flush, outCoor, and concealed assemblies are available with 15, 15175. 30, 75 and 110 candela
conduit installation. strobes(Refer to Fire Alarm Products Catalog for strobe specifications
and technical information).
Architects and Engineer-q Specifications
The alarm appliances shall be Wheelock Senes MB vibrating Motor Bells or approved equal.They shall be UL 464 Listed for Fire Protective Service.
Shells shall be aluminum in E'or 10'diameter. Sound output at 10 feet shall be 92 dBA.The bells shall incorporate a permanent magnet motor
and supUression circuitry to minimize RFI.They s hall include a built-in Inmplate for semi-flush mounting to a standard 4'square backbox,or surface
mounting to Wheelock's indoor BB backbox or outdoor WBB backbox.
For bell strobe applications, retrofit plates Series RSSP 15 cd. 15/75 cd,30 cd. 75 cd or 110 cd intensitv strobes shall be used.All bell models
shall be polarized for line supervision and shall have screw terminals for in-out field wiring of 012 to 18AWG wire.Operating voltage shall be nominal
24 VDC or 12 VDC Finish on all models snarl be red enamel.
Ordering Information
Model Order Shell Input Vold put IndBA 0 MounuI
umber Code Si (VDC) I Curren _ 10 FL I Optio,u
nn
DC VIBRATING_MOTOR BILLS
MB-G6-1t-R _ 3^47 6' 121 0060 � 1. lypul dBA at 10 h is measured in an
MB-G6-24-R 394 1 6' 24� 00:0 erii!choic chamber
MB-G10-t2 R ]944 t0' 2 p D60 92 D F J K R.' z For bell,,all 12 VDC modes:re UL
MB-G10-24•R 1943 10' 24 0 030 rate_hr 9 D to 15 6 VOC aria all N
I VDC n odeis for 18 0 to 31 D VDC
Copynght 1997 Wheelock. All nghts reserved
W
hezJock
INC FIRE ALARM SYSTEMS
f
CSFW7125.0795:122 SERIES MT and MT STROBE and
SYNCHRONIZED MULTITONE ELECTRONIC SIGNALS
Description
Wheelock's Senes MT and MT Strobe Mullitone electronic :irinals offer a
choice of eight(8)nationally and inien:atlonally recognized alerting saunas: _
Hom, Bell, March Time Hom, Code-3 Tone, Code-3 Hom,Slow Whoop,
Siren or Hi/Lo Tone. Our Codo-3 horn and tone patterns are engineered to '
comply with NFPA/ANSI Temporal Pattern spocificaLnns without requiring
additional equipment. With MT and Ml Strobe Signals, one alarm
appliance meets most of your signaling needs. Synchronized strobe
versions are available. 1
The MT Strobes aro designed for ADA applications with maximum
performance, reliability and cost-effectiveness while meeting or exceeding
the latest requirements of NFPA 72 (the National Fire Alarm Code),ANSI
117.1 (the American National Standard For Accessible and Usable
Buildings and Facilities) and UL Standard 1971 (Standard for Signaling
Devices for the Hearing Impaireat. MT strobes, when property specified
and installed in accordance with NFPA/ANSI Standards, can provide the
Equivalent Facilitation allowed under ADA AciessibilityGuidelines(ADAAG
General Section 2.2)by meeting or exceeding the illumination which results SERIES MT
from the ADA specified strobe into, of 75 candela at 50 feet.This is an
illumination of 0.030 lumens per square foot(foatcandlas).
Each MT and MT Strobe appliance has two user selective sound output Features
levels: STANDARD dBA and HIGH d8A. Non-strobe versions provide Approvals include:Underwriters Laboratories(UL 1971 rind UL 464)
selectable voltage capability in one unit,12VDC or 24VDC,filtered or FWR. Listings, Factory Mutual, California State Fire Marshal, New York
Strobe versions are specific for either 12VD C or 24VDC and may be used City MEA and Chicago BFP, OSHA 29 Part 1910 approvals on all
with filtered or unfiltered (full-wave-rectified)input voltages.Separate input models.
terminals are available, shunt wires are provided to enable both tone and MT✓4 MT-WM Strobe model available for outdoor Installation
strobe to operate simultaneously from a single input. requiring weatherproof devices.In private mode location where UL
The Multitone Strobe Signals are UL Listed for indoor use,ceiling and wall 1971 strobes are not required the MT-WM strobe model Is UL 1638
mount, under Standard 1971 for Signaling Devices for the Heanng Listed at 117 cd and Is designed for mounting Indoors or outdoors.
Impaired and Standard 464 for Audible Signal Appliances,and use a Xenon Senes MT Signals have IN and OUT wiring terminations that accept two
flashtube with solid state circuitry enclosed in a ruggad Lexan® lens to 012 to 418 American Wire Gauge(AWG)wires at each terminal. Inputs
provide maximum reliability for effective visible signaling. Options include are polarized for compatibility with standard reverse polarity type
LS. MS and 1S Senes which are Listed at 15, 30 and 75 candela intensity supeivision.
to cover 20' X 20'. 30' X 30' and 40' X 40'rooms, respectively. THE LSM One alarm appliance with (8) eight selective signals to provide qupenor
SERIES 15/75 CANDELA WALL MOUNTED STROBES WERE TESTED sound penetration for various ambient and wall conditions with two field
AT UL FOR 7500 ON AXIS,AND ARE LISTED AT 15 CANDELA UNDER selec,able sound otrrpi.1 levels.
UL 1971 AND MEET 75 CANDELA INTENSITY ON AXIS FOR ADA Code•3 Hom and Tone meet ANSI/NFPA/ISO temporal pattern for
GUIDELINES WITH LOW CURRENT DRAW. standard emergency evacuation signaling.
• Audible and strobe can operate from a single signaling circuit with any of
the(8) eight audible signals.
• Designed to meet or exceed NFPA/ANSI Standards and ADA
Accessibility Guidelines.
• Low current draw with low temperature compensation to reduce power
consumption and winng costs.
• MT Strobe models available with 15,15+75.30 and 75 candela ratings for
independent or single input activations and synchronized strobe design.
• Wheelock's patented LS. LSM, MS, IS. NSW and synchronized Senes
strobe designs offer lire alarm sy stem designers.specifiers and instWlers
the industry s widest selection of UL 1971 Listed strobe products.
' Senes MT Strobe multitone electronic signa's ec.npbed with SL'SLM
vnchronized strobes,when used in conjunction viith Wheelock SM/DSM
sync modules. produce a synchronized strobe flesh for compliance
with ADA guidelines concerning photosensitive epilepsy.
• 1T10C and 24VDC models with wide-Listed voltage range, filtered(DC)
ano FWR.
Selectable input voltage on non-sirr:;a versions. Strobe versions aye
fac.ory set for either 12 or 24VDC
r Senes MT Signals have IN and OUT wiring terminations that accept two
e
(f 012 to 018 American Wire Gauge;AWG) vires at earth terminal. Inputs
are polarized for compatibility with standard reverse polarity type
supervision.
• Mounts to ether 4' square or double gang switch boxes (important for
SERIES MT SERIES MT WITH 108 retrofit installations).Attractive flush or surface mounting.
• No additional tnmplate required for flush mounting.
• Compliance with RFI limas in FCC pan 15.Class B for compatibility with
Copyright 1996 Wheelock, Inc.All nghts reserved. sensitive detection and communication arcwts
I
A WARNING:PLEASE READ THESE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING,SPECIFYING OR APPLYING THIS PRODUCT.
FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS,CAUTIONS AND WARNINGS COULD RESULT IN IMPROPER APPLICATION,;NSTALLATION ANDIOR
OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESU:i IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU
AND/OR OTHERS.
NOTE: All CAUTIONS and WARNINGS are identified by the symbol A.All wamirgs are printed in bold capital letters.
.arm Tones
ALARKI T0pir.
TONE PATTERN DESCRIPTION
HORN BROADBAND HORN(Continuous)
BELL_ T1560 Hz MODULATED(0.07 sec. OYRepeal) _
MARCH TIME HORN_ I HORN (0.25 sec.ON/0.25 sec. OFF/Repeat)
CODE-3 HORN I HORN(ANSI 53.41 Temporal Pattern)
CODE-3 TONE __L.500 Hz(AI ISI S3.41 Temporal Pattcm)
SLOW WHOOP 500-1200 Hz SWEEP(4.0 sec. ON/0.5 sec OFF/Repeat
SIREN 600-1200 Hz SWEEP(1.0 sec.ON/Repeat)
HIILO 1000/800 Hz (0.'l:sec. ONIAltemate)
General Notes:
Strobes are designed to flash at 1 flash per second minimum from 20-31VDC(for 241rDC models)of 17 15.6VOC(fo. 12VDC models).Note that ADA guidelines
presently spectly a flash rate of 1 to 2 flashes per second.
All candela ratings represent minimum etfective Multltone Strobe Intensity based on UL 1971.
MT-Strobe models are UL 1971 Listed for Indoor use with a tem*)erature range of 32'F to 120'F(0'C to 49'C)and maximum humidity of 85% All MT and MT4 with
WM or WH strobe models for outdoor use arc L�t^d fol 31'F to 1507(-35'C to 66'C)and maximum humidity of 95%
Specifications
Table 1: dBA and Current Ratings for Multizone Signalh Without Strobes
Typical Anechoic' Rated Reverberant dBA'
Ing Current InptiI Current dBA at 10 Feet at 10 Feet Per UL 464 _
Tone AMPS C4'24VDC AMPS @'12VDC P„Nominal At Minimum At Nominal
Input Voltage Input Voltape Input Volta e
_HI I STD HI STD HI STD_ HI STD HI STD
�m _0.040 0.023 0.100 0.020 101 95 88 I 82 91 85
Bell 0.014 I 0.012 0.031 0.010 94 89 82 I 75 85 I 79
March Time Hom O.U40 0.023 0.100 0.020 101 d5 85 I 79 88 I 62
�Ode-3 Hom - 0.040 I 0 023 0.100 0.020 101 `95 85 I 75 85 I 79
de-3 ton _0 028 1 0.017 0.060_ 0.015 97 92 79 I 75 82 75
Slow Whoop _ 0.046 1 0.026 0.100 0.025 101 96 88 _ I 82 88B2_
(F Siren 0 036 1 0.023 0.082 I 0.020 _100 95 85 ! 62 68 1 82
FIIILO 0 020 1 0 014 0.044 0.012 95 90 _L 62 �19 1 85 1 79
(� Table 2: d8A and Current Ratin s for Audible Portion of Multizone 51 nals With Strobes
h Typical Anechoic' Rated Reverberant dBA'
Input Current Input Current dBA at 10 Fee, at 10 Feet Per UL 464
Tone AMPS(4 24VDC AMPS Cm 12VDC Al Nominal At Minimum At Nominal
Input Voltage Input Voltage Input VoltaCe
HI STD �1. STD HI STD HI STD HI STD
Horn 0.040 I 0.023 0100 1 0.02D 99 I 93 85 1 79 88 I 82
Bell 0.014 0 012 0.0_31 1 0.010 92 _ 87 79 1 _ 75 62 75
March Time Horn 0.040 I 0.023 0 100 1 0.020 99 93 I� 82 75 8: f 79
Code-3 Hom 0 040 1 0.023 0 100 0.020 99 93 79 1 75 62 1 75
t Code-3 Tone 0 026 I 0.017 0.060 0 015 95 90 75 I _ 70 ' 79 I 73
SlowWhpop_-• 0046 I 0.026 T 0100 0.025 99 94 82 I 15 85 1 79
Siren 0.036 I 0.023 0.082 I 0.020 98 I 9Z 82 1 75 I 85 79
HVLO 0 020 1 0 014 1 0.044 0 012 93 1 88 79 1 75 82 75
Anechoic dBA Is measured on ails in a non reflective line field)test room using last meter response fa on,dBA tmeasuren wiu peaK meter responsei add 5 dBA to typicai Ane[holc
values shown in Table t and 2
2everberant d8A Is a minimum UL rating based or sound power measurements in a reverberant test road
CAUTION Thr,setting is aaeptabie oniv for oenerai signaling Iran-fire siarm)use Use t e*high-dBA Senrtq with this lone tx uw a dirlerent tone 10'Dubuc moue fire alarm Service
Architects and Engineers Specifications
The notification appliance shall be a Wheelock Sencs MT aunible/visual dev;cc or equivalent.Notification appliance shall be electronic
and use solid state components. Ele-tromechanical alternWives are not approved. Each electronic signal shall provide eight(8)field
electable alarm tones. The tones shall consist of: TONE, HORN, MARCH TIMi_- HORN, CODE-3 HORN, CODE-3 TONE, SLOW
.VHOOP, SIREN and HI/LO. Tone selection shall be by dirable dip switch assir mbiv and not clips or jumpers. The audible and the
strobe shall be able to opc ate from a single signaling circLit while producing any of these tones.The device shall provide two output
sound levels: STANDAF;D a,rd 'J": i dBA. The HIGH dBA seYuno shat,rrwrra;;a minimum 5 dBA increase In sound output at nominal
voltage.The HIGH anechoic dBA measurement at 10 fee'. at the alarm HORN SETTING shall be 101 dBA minimum for MT and 99
dBA minimum for MT Strobes, !!! nominal voltage. Operating voltages shall be either 12VDC or 24VDC using filtered power or
unfiltered power supply (full-wave-rectified). All models shall have provisions for standard reverse polarity type supervision and
IN/OUT field wiring using terminals that accept#12 to #18 AWG wiring.
Combination audib!e/visual signals shall incoporate a Xenon flashtube enclosed in a rugged Lexan lens or equivalent with solid state
circuitry. Strobe shall meet UL 1971 and produce a flash rate of one �1) flash per second minimum over the Listed input voltage
(20VDC-31 VDC) range.The strobe intensity shall be ra'.ed par UL 1971 for 15,30,75 or 110 Candela.The LSM Series 15/75 candela
strobe shall be specified when 15 candela UL 1971 Listing with 75 candela inten-,ity near-axis is required (e.g., ADA compliance).
Series SUSLM Models shall incorporate circuitry for sy rchronizad.strobe flash and shall be designed for compatibility with Wheelock
SM and DSM Syne Modules. The strobes shall not drift out of synchronization of any time during operation. If the module fails to
operate(i.e.,contacts remain closed), the strobes shall revert to a non-synchronized default flash rate.
The Sync Module shall be designed and available in two versions; the SM 12/24 for control of a Class B circuit; and a dual output
version,the DSM-12/24 for control of either ClEss A or multiple Class A or B circuits.The DSM dual circuit version shall provide the
additional capability of`daisy-chaining',that is, the ability to interconnect multiple DSM's for synchronous hom and strobe operation
on multiple circuits. Interconnection capability shall be for a maximum of 40 circuits. Rated average current requirement for the SM
12/24 shall be .014/.025 amperes; the DSM 12/24 shall be .020/.038 amperes. A single circuit SM Sync Module shall be capable of
handling a 3 ampere load 0 12 cr 24 VDC; dual circuit DSM Sync Modules shall be capable of handling a load of 3 amperes per
circu/t 0 12 or 24 VDC.
All UL 1971 Listed strobe appliances shall be verified to meet FCC Part 15, Class B and incorporate low temperature compensation
to insure the lowest possible current consumption. Strobe activation shall be via independent input or from the same input circuit as
the audible.
The combination audible/visual appliances may be installed indoors and surface or flush mounted. They shall mount to standard
electncal hardware requiring no additional template or aoapter.'rhe aesthetic appearance shall nr,t have any mounting holes or screw
heads visible when the installation is completed. The appliance shall be finished in a textured red color.
The audible device may be installed indoor or outdoor with the proper backbox.
1Y MATERIkL EXTRAPOLATED FROM THIS DOCUMENT OR FROM WHEELOCK MANUALS OR OTHER DOCUMENTS DESCRIBING THE PRODUCT FCR USE In
MOTIONAL OR ADVERTISING CLAIMS,OR FOR ANY OTHER USE,INCLUDING DESCRIPTION OF THE PRODUCT'S APPUCATION,OPERATION,INSTALLATION AND
-TESTING IS USED AT THE SOLE RISK Or THE USER AND WHEELOCK WILL NOT HAVE ANY LIABILITY FOR SUCH USE.
Due to continuous development of our products,specifications and offer rigs are subject to change without notice in accordance with Wheelock.Inc.Su r,dard Te ms and
Conditions
3 YEAR WARRANTY Distributed By:
NATIONAL SALES OFFICE 1
1.800-631.2148
Canada 800-397.5777
h't',,,2://www,wheelockinc.co.n f16��1BGR
WHEELOCK, INC. • 272 BRANCKPORT AVENUE ■ LONG BRANCH, N.J. 07740 (908) 222-6880 s FAX: 906-,:�.22-8707
s<noo a�, •,ae
whedor.�k ® j H/L �
� •�•� --� INC. FIRE ALARM SYSTEMS
I SERIES MIZ
PIEZOELECTRIC MINI HORNS
AND MINI STROBE HORNS
Description
Wheelock's Senes MIZ piezoelectric Mini Homs and Mini Strube Homs
are compact electronic alarm signals that are Listed under UL 464 for
Audible Appliances and UL 1971 for Signaling Devices for the Heanng F yt
Impaired for use in public mode Fire Protection Systems. They are
ideal for alarm signaling in individual rooms, apartments, hotels, R
motels,offices—where attractive appearance,depend3bfe performance
and economical installation are prime concerns.Senes MIZ Mini Horns E �; •,�
produce high sound output (90 dBA at 10 feet) w.rtr minimum current
draw,just 12 milliamps at 24 volts,and they are available will,integral
strobes to meet the latest code requirements for visible signaling. All
Mini Hom models are designed for easy installation with convenient SERIES MIZ+L.SILSNUMSAS
mounting to standard electncal boxes and in-out screw terminals for Features
fast winng.They are ruggedly constructed of high impact theimoplas- Approvals Include: Underwriters Laboratr.,fes(UL 1971 and UL
tic and are available in fire alarm red or off-white color to blend with
room decor. 464)Listings,Factory Mutual,California State Fire Marshal,New
York City MEA and Chicago BFP approvals on all models.
The Series MIZ Strobes Homs are designed High sound output for enhanced audibility(90 dBA at 10 feet).
for ADA applications with maximum perfor- Designed to meet or exceed NFPA/ANSI StandarCs and ADA
_ mance, reliability and cost-effectiveness Accessibility Guidelines.
while meeting or exceeding the latest Low current draw with low temperature compensation to reduce
requirements of NFPA 72(The National Fire power consumption and wiring costs.
Alarm Code), ANSI 117.1 (the Amencan rAini Hom Strobe models available with 15, 15/75. 30, and 75 can-
National Standard for Accessible and dela ratings for single input activation.Use Serres AS 24110-HFR for
Usable Buildings and Facilities) and UL 110cd application.
Standard 1971 (Standard for Signaling Wheelock's patented LS, LSM, MS, IS and HSW Senes strobe
Devices for the Heanng Impaired). Mini designs otter fire alarm system designers, specifiers and installers
USE AS24110-HFR Strobe Homs, when properly specified and the industry's widest selection of UL 1971 Listed strobe products.
FOR 110 CD APPLICATION installed in accordance with NFPA/ANSI 12VDC and 24VDC models with wide Listed voltage range, filtered
Standards, can provide the Equivalent DC and FWR.
Facilitation allowed under ADA Accessibility Guidelines (ADAAG Polarized inputs for compatibility with standard reverse polarity type
General Sectic,n 22) by meeting or exceeding the illumination which supervision of circuit wiring by an alarm panei.
results from the ADA specified strobe intensity of 75 candela at SD feet. • Nlo additional template required for flush mounting. Fast installation
This is an illumination of 0.030 lumens per square foot (footcandles). with in/Out screw terminals using x12 to x18 AWG.
One Serres AS Audible!Strobp with 110 candela intensity can be used • Compliance with RFI limits in FCC Part 15, Class B for compatibility
for sleeping room applications when property wall mounted (within 16' with sensitive detection and communication circuits.
of the pillow)per NFPA/ANSI Standards.
SerA^11117 Strobe Signals are UL Listed for indoor use,ceiling and wall Wiring Diagrams (for all models)
mount, and use a Xenon flashtube with solid state circuitry enclosed in (Stmt^Nurnl�
a rugged Lexang lens to provide maximum reliability for effective visi•
ble signaling. Series MIZ strobe options include 15, 30 8 75 cd mien- FROM PRECEDING TO NEXT SIGNAL
sity. The LSM Series 15175 candela wall mounted strobes were SrGNAI OR!IRE ALARM } ORE RESISTOR
tested at UL for 75cd or axis, and are Listed at 15 candela under CDNALOR!IREALA M if 0 OREND-
UL 1971 and meet 75 candela Intensity on axis for ADA guidelines �
with low current draw. SIS A
General Notes:
• Strobes are designed to flash at 1 flash per second minimum across their Listed voltnoe ranqe
• All ,...:_-ela ralwas represent minimum effective strobe intensity basod on UL 19'1.
• Mini hem and M inj Strobe Hom models are Listed for indoor use with a temperature range of 32"F to 120"F (0"C to 49"C)and maximum humidity
_f 85°.RH.
• Rated Input voltace(either filtered DC or unfilterei full-wave-rectifie(i FWR) Strobes are designed to flash at 1 flash per second minimum from 20-31
VDC(tor 24 VDC models)or 12-15.6 VDC (for 12 VDC models).Note that ADA guidelines presently soecih a flash rate of 1 to 3 flashes per second
Check the minimum and maximum output of the power supply anc standby battery and subtract the voltage drop from the circuit w-nnq resistance to
detemvne the applied voltage t0 the Strobes.
Copyright 1996 Wheelock, Inc,All nghts reserved
Architects and Engineers Specifications
fThe notification appliance shall be a Wheelock MIZ Series audible/visual Jevrce or w,tuivalent.Notification appliance shall be electronic and use solid
stale components. Electromechanical altematives are not approved. Each sound pressure measurement at 10 feet shall be 90 dBA minimum at
'4VDC and 88 dBA minimum at 12VDC. Operating voltages shall be either 12VDC or 24VDC using filtered power or unfiltered power supply (full-
rave-rectified).All models shall have provisions tot standard reverse polarity type supervision and IN/OUT field winng using terminals that accept 012
to 018 AWG wiring.
Combination audible/visual signals shall incorporate a Xenon flashtube enclosed in a rugged Lexan lens or equivalent with solid state circuitry.Strobe
shall meet UL 1971 and produce a flash rate of one (1) flash per second minimum over the Listed input voltage (20VDC•31 VDC) range.The strobe
intensity shall bp rated per UL 1971 for 15. 30, or 75 Candela.The LSM Series 15/75 candela strobe shall be specified when 15 candela UL 1971
Listing with 75 candela intensity neer-axis is required.The Series AS 24110-HFR shall be specified when a 1 10c strobe intensity is required.
All UL 1971 Listed strobe applia%es shall be verified to meet FCC Part 15,Class P and incorporate low te.,iperalure compensation to insure the low-
est pos-ible current consumption.
he appliances may be nstalled indoors for surface or flush mounting.They shall be mounted to standard electrical hardware requiring no additional
inmplate or adapter.
Wheelock products must be used within their published specifications and must be PROPERLY specified,applied, instal qd,operated, maintained and
operationally tesied in accordance with their installation instructions at the lima of installation and at least twice a year or more often and in accordance
with local,state and federal codes,regulations and laws.Specification,application,installation,mere.on, maintenance and testing must be performed
by qualified personnel for proper operation in accordance with all of the latest National ,=ire Protection Association(NFPA), Underwriters' Laboratones
(UL), National Elecincal Code (NEC), Occupational Safety and Health Administration(05HA), local, state, county, province, distnct,federal and other
applicable building and fire standards, guidelines, regulations, laws and codes inauding, but not limited to, all appendices and amendments and the
requirements of thg local authority having jurisdiction(AHJ).
ANY M/TERIAL EXTRAPOLATED FROM THIS DOCUMENT OR FROM WHEELOCK MANUALS OR OTHER DOCUMENTS DESCRIBING THE PROD-
1 ICT FOR USE IN PROMOTIONAL OR ADVERTISING CLAIMS OR FOR ANYOTHER USE,INCLUDING DESCRIPTION OF THE PRODUCTS APPLI-
CATION, OPERATION, INSTALLATION AND TESTING IS USED AT THE SCLE RISK OF THE USER AND WHEELOCK WILL NOT HAVE ANY LIA-
BILITY FOR SUCH USE.
Due to continuous development of our products,specifications and offenngs are subiect to change without notice in accordance with Wheelock,Inc.stan-
Bard terms ano conditions
AL 'W iiRNING:PLEASE READ THESE SPECIFICATIONS AND INSTRUCTIONS CAREFULLY BEFORE USING THIS PRODUCT.FAILURF TO COMPIY WITH ANY Or THE
FOLLOWING INSTRUCTIONS,CAUTIONS AND WARNINGS COULD P.ESULT IN IMPROPER APPLICATION,INSTALLATION AND/OR OPERATION OF THESE PRODUCTS
IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE,SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS.
Note: All CAUTIONS and WARNINGS ate idenlif-d by the symbol A.All Wamings are printed in bold capital letters.
Ordering Information
�MIZ Model~ Voltage Order Strobe dBA Current Mounting" 1. Models code suffix V=vertical lens,H-
SIGNALS Code (VDC) Code Candela C&10 fl (Amps) 0 tions horizontal lens:F=tire lettering;R•neo
plate;W, white.
MIZ-12-R 1 12 4209 — j 88 DOB B,C Z Conduit entrances to the backhox should be
12 VDC selected to provihe sufficient wiring
MIZ 12 W1 12 4478 88 DOB B,C clearance for the installed product
MIZ-24-R 1 24 4208 I - 1 90 1 012 _ B,C___ a Do not pass additional wires(used for otter
24 a479 90 012 B,C than the signaling device)thicuon the
MIZ-24-W
1 backbox.Such additional wires could result
MIZ-24-LS-VFP, 24 ( 5191 15 I 90 I .092 BIG In insufficient wrong Space for the sionaling
24 VDC MIZ-24-LSM-VFR 24 I 5190 15/757 B.I 90 12F,G device.
1 1 4. For Fire Alarm applications using white
MIZ-24 IS-VFR 1 24 I 5376 30 j 90 .147 v F,G MIZ-Homs a red"Fire'Label is provided
MIZ-24-IS VFR 24 I 5358 75 90 237 B.F,G Affix this label to tht front of the mounting
plate to identify the function of the alarm
AS 24110-HFR' 1 24 6357 110 1 A,B,D,F,GJ signa!
MIZ-I2-LS-VFR 12_ 5381 15 j 88 .168 1 B.F,G MIZ-24•HSW-HFR has been replaced with
12 VDC MIZ-I2-LSM-VFR 12 I 5649 1 15175 I 86 .243 BIG the AS 24110•HFR.Refer to Data Street
_ ISB000,
L� MI7-I2-MS-VFR 12 5382 30 88 .228 B,F.G Averaae current(Amperes)Lt 24 VDC at
the 3 Audible Settinas 90 dBA-.252.95
Rele to Data Sheet S7(100 for Mamuno Option dPA-.258 and 99 dBA- .269
a► WARNING:CONTACT WHEELOCK FOR"INSTALLATION INSTRUCTIONS"AND"GENERAL INFORMATIOf:"SHEET ON THESE PRODUCTS.THESE MATERIALS
CONTAIN IMPORTANT INFORMATION THAT SHOULD BE REAL)PRIOR TO SPECIFYING OR IhsIALLlh 7,THESE PRODUCTS,INCLUDING:
TOTAL CURRENT REQUIRED BY ALL DEVICES CONNECTED TO SYSTEM PRIMARY AND SECONDARY POWER SOURCES.
FUSE RATINGS ON SIGNALING CIRCUITS TO HANDLE MAXIMUM INRUSH OR PEAK CURRENTS FROM ALL DEVICES ON THOSE CIRCUITS THE TIME DURATION
OF THE MAXIMUM STROBE INRUSH OR PEAK CURRENT IS 2 MILLISECONDS FOR LS/LSMJMS MODELS AND 4 MILLISECONDS rOR IS MODELS.
COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIE.O OF VIEW.
INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS
I !NSTALLATION,..OFFICE AR=AS PND OTHER SPECIFICATION AND INSTALLATION ISSUES.
USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE.DO NOT USE STROBES ON CODED OR INTERRUPTED CIRCUITS IN
WHICH THE APPLIED VOLTAGE 15 CYCLED ON AND OFF,AS THE STROBE MAY NOT FLASH.
FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION,APPLICATION,
AND/OR OPERATION OF THESE PRODUCTS IN AN EM.RGENCv SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH-0
YOU AND/OR OTHERS.
3 YEAR WARRANTY
WHEELOCK, INC. • 273 BRANCHPORT AVENUE • LONG BRANCH, N.J. 07,740 r(908) 222-6880 a FAX: 906-222-8707
NATIONAL SALES OFFICE 1-800-631-2148 2 Canada 800-397-5777
rr
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DI;S C10UNT Tlf>?T, SYSTi4FAfS, INC-
7402 S.E JOHNSON CREEK BLVD. PHONE e 508—777- 5039
IT7RTZAND, OREGON 97206
ORFCON BUILDER'S BOARD y 45441 FAX # o 503—777- 0659
I
May 6, 1.997
City of Tigard
13125 SW Hall Blvd.
Tigard OR 97226
Attn: Richard Sattler
r
Re: W a t e r f l o w '.est at f Summar---Cre e k
Ii Apartment Complex
As you know , on this date, we performed a waterflow test at the
II above mentioned project to determine the available fire flow. The
hydrant at 135th and Hawks Beard Rd. was flowed , with two 2 1/2"
ports flowing . The hydrant directly south was the reading hydrant .
A static pressure of 96 psi and a residual pressure of 89 psi was
observed at the reading hydrant . A flow of 2470 gpm with a pitot
reading of. 54 was observed at the flow hydrant . This test was
taken at 9: 45 am. Thank you for your help in performing this flow
test .
Sincerely ,
Jb)�h ► fit/ �� ��
Thomas E. Barker
President
cc: Robert Poskin , Plans Examiner
Cy. ty of Tigard
NOM DISCOUNT FIRE SYSTEM 5 X1. 1997 9707. p,
DI.SC'OUNT FIRE SYSTEMS,
INC.
7402 s f. JOHMSON 4rRRAW GI,VD. AVONAV 50.7—77�r 60.90
P0Rr14ND, ORAMV 97206
j 0ANCON RWLDER'7 BOARD I IS441 FAX J a 50-Y-777-0659
May 6, 1997
City of Tiga,d
13125 SW Hall Blvd.
Tigard OR 97226
Attn: Richard Sattler
Re : Waterf 1 ow Test at Swu p r & k__
Apartment Complex
I
As you know , on this date, we performed a waterf low test :It the
' above menti.onpd project to determine the available file flow . The
hydrant at 135th and Hawks Beard Rd . was flowed , with two 2 1/2"
ports f 1 owing . The hydrant direct 1 y south tjas th#s reading hydrant .
A static pressure o` 96 psi and a residual pressure of 89 psi was
observed at the readinj hydrant . A flow of 2470 Spm with a pitot
reading of 54 was observed at the f low hydi at:t . This test was
t$ken at 9 : 45 am. Thank you for your help in performing this flow
test .
Sincerely ,
Thomas E. Barker
President
cc : Robert Poskin, Plans Examiner
City of Tigard ,,,
Sep 30 38 10: 20a 503-777-0659 p. 1
- - DI.-S'COUNT FIRE SYSTEMS, INC
7402 S d' ✓ORNSMY Mr-M BL"',9 PfIONr • 509-777-5030
PC�RTLAX& OREGON 97206
0.4L'CON BUILDE'R'S BOA.iD # 45441 FAX 1 G 503-777-0659 � v
� Sept . 29 , 1998
`� l \,, w�
Bowen Development Co. / \ �
I12570 sW 59th Ave. Ste . 200'Tigard OR 97223 \
Atte: Pave Richards \�
Re; Summer Creek APL .
The following is a chronology of events regarding the underground
piping for the fire sprinkler system, as recorded tr: our telephone
conversation log , in the file:
Aug . 5 , 1997 Discount Fire inquired of the local s,ithoritien
ar to who would be the inspector of the undergrouA
pipe on this project?
Bob Bandelow, city plumbing inspector said the under
ground piping would be inspected by the building
Idept . and ►re would have George Steele call .
Aug . 6 , 1997 Geo•:ge Steele of the city building dept . called
! � Discount Fire and said "fie does not need to inspect
i � our two inch underground from riser to five feet
out" , but Rich Bolin of the bldg. inspectors office
I � will need to see the test .
I �
� We installed the underground piping according to the NFPA 24 code ,
which is very explicit as to methods and materialL . We followed
the added rulings of the City of Tigard regarding valves and
locations . The pipe was testei at 200 psi at the same time as the
inside pipes were tested , and these tests were witnessed and
accepted by Rich Bolin. Doesn ' t it seem odd , that: of the numerous
inspectors that have been r,n this protect , none of them have
i questioned the underground spr. inKler piping until the job is
complete? Discount Fire Systems has been installing sprinkler
i � systems and underground piping sine 1977 . We have always insisted
that out fitters install all piping as per applicable NFPA codes .
i We do hereby certify that all underground and overhead piping has
` , ! been installed as per NFPA codes and industry standards .
Your- truly ,
M
Thomas E. Barker
President
I !
- --
Sep 28 98 03: 24p 503-777-065;.' p. 2
JOr "AME
( � .108 NUMBER
�- CONTRACT WITH
�., . AMOUNT 16J
DATE ' ey, 1)o,
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yY .
CITY OF TIGARD
OREGON
April 16, 1997
Discount Fire Systems Inc.
7402 SE Johnson Creek Rd.
Portland, OR 97206
RE: Summer CreekVillage Apts. Building Plan Review
SW Hawks Beard Rd.
PCM 4-35c BUPM 97-0144
Submittal documents for the above referenced project have been reviewed for
corw.rmance with the applicable 1996 Oregon Specialty Codes and other applicable
codes and standards. The following comments are noted:
1. Provide a hydrant flow test report. Submit results on attached form.
2. Provide fire flow calculations. Submit results on attached form
Si erely-,
Robert Poskin, CBO
PLANS EXAMINER
Enclosure
I p.w.�'�roM1 01 NpN ri rr
13125 S'N Nall Blvd., Tigard, OR 97223 (503)6.39-4171 TDD (503)684-2/72 — ------- ---
Tualatin Valley Fire & ,Rescue
and Rev. 1Q•5-94
Beaverton Fire Department
1755 S.W.. Cri(rith Dr. p.o. [?ox 1755
Scsvaloa, OR 97076(5M) 52(-2169 FAX 526.253E
REQUMED YLRE FIOW
WORK SHEET t
TO IIE USED WITH FAME FLOW CALCULATION FNSTRUC noO.4S
1) Building jra.me: Fire Dept Use Only
FM7.
2) Address:
City;Co
l) Type of Structure (Check I Box) Date:
0 I FR, II FR
❑ D One Hour, III One Hour
❑ IV Heavy Timber, V-One Hour
❑ U-N, LII-N
❑ V-r"
4) Total 1Adhtg Square Fuor.,ge:
Use the largest mate flmr area of a!1 flc�ora inclusive of ni
by LiBC Section adz floor arra. Io mezzanines as defined
largest successive floor arms shall I and II FR Construction only, the throe
be used.
ised.
5) Building Fyire Flow (BM: __ from ITFC Table A-III-A-1.
(See Fire Flow�'."�ladc l Instruction Handaut, Pg. i3)
b)' a Single Occupancy Hazard:
---(BFF) X ___._(OL-rupancy Factor) = Required Fizz Flow (fill in line 8)
b Multiple (k LLpancy Hazard:
Occupanq
_'---- occ sq ft bldg��`---�—
sq ft = %BA it
Occupancy
occ sq ft _ _ bldg -;q f = oBA
Occupancy
occ sq ft`' bldg sq ft = %BA
Occupancy ,-
�_ occ sq ft bldg sl ft = _ %BA
7) Occupancy X Factor:
% BA X gpm AFF Y
% BA X _ (occ fact) = FFttt
BA X - gpm BFF" X _,� (oa, fact) _ _ FF
gpm BFF X _ (occ fact) = FF
% i , X _ gpm111FX
(orx fact) - _ FF
(Fill in Line 3) . - TOTA I_
CIT1' OF TIGARD, OREGON
Hydrant Flow Test Report
Location• Date
Test Conducted By:_ `Time
Representative of.
Witness:
State purpose of tes • _
Consumption rate during test-_ lumps used in test Yes( ) No( ) How many?
Hydrant Flows: AM AR __—At) _-__ —AM _
Nozzle Size: , Pitot Reading:__ _ Discharge Coefficient: _Spin
Static: B psi Residual: B _ _.psi
Projected results 20 psi rrsidual____gpm or a@___psi_psi Residual�--gpm
Remarks:__
Location map: Show line sizes and dLojum in next cross connected tine.Sbow valves sad bydrant branch size.
ln(:?*m!*NORTH),show fkmng hydranu-[dhds,Vl -AJi-A13 A/a,sbaw location of static and residual-Label
4�f M
Submit this form to the City oMmard Buddine Department."ATTY" Plan Review, 13125S'1'
Hall Blvd,,71garcl, Orion 97223-1503)634-4471