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11321 SW NAEVE STREET-2 ZS 3A3VN AAS TUT t F� CL o� w z m cr ell 11321 SW NAEVE ST FILE COPY CITY OF TIGARD 13 August 1998 OREGON Jay Jay's P robing 19947 E t Burnside Portlan , Or gon 97233 RE: Tigard Covenant Church, 11321 SW NV *V* $tr"t Tigard Cover - Church received final approval for the work performed on permit PLM -0050. For your information our records note that the kitchen sink and dishwasher were roughed in only and were capped off. Your permit has received a case final and no other work may be performed under that permit number. It is our understanding that the members of Tigard Covenant Church will secure a permit for the remaining work when the kitchen is completed (in the distant future). Any plumbing permit that follows PLM97-0050 should indicate that the kitchen sink and dishwasher have been capped off and then reconnected so that accurate "dwelling unit equivalents" or "du's" are documented (for accurate sewer billing). If you have any questions please contact me at 639-4171, ext. 420 between 2:30 pm and 5:00 pm. Thank you. Sincerely, Jean Heitschmidt 0 Building Division 9 Enclosures CC: Frank R. Wood, Tigard Covenant Church Michael Sheehan, Senior Plumbing Inspector 13125 SW Holl Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 57223 (503)639-4171 ELECTRICAL PERMIT — RESTRICTED ENERGY PERMIT #: ELR':48-0088 DATE ISSUED: 03/30/98 PARCEL: 2SIlODB-00300 SITE ADDS* SS. . . : 11321 SW NAEVE ST SUBDIVISION. . . . :WILLOW BROOK FARM ZONING:R-25 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :OO9 JURISDICTN: TIG Project Description: Install fire slam system for an existing church. A. RESIDENTIAL--------- B. COMMERCIAL-•----___________________________________ AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . : CLOCK. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . : HVAC. . . . . . . . . . . . . : DATA/TELE COMM. . : NURSE CALLS. . . . . . . . : VACUUM SYSYEM. . . . : FIRE ALARM. . . . . . ..X OUTDOOR LANDSC LITE: OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . : TOTAL # OF SYSTEMSs 1 Owner: ----------------------------------------------------- FEES ---•--------------- TIGHRD COVENENT CHURCH type amount by date recpt 11321 SW NAEVF PRMT $ 40. 00 GEO 03/30/98 98•-304514 TIGARD OR 97224 SPCT f 2. 00 GEO 03/30/98 98-304514 Phone #: Contractor: -- ---------------------------------•-•-----------------------------•----•- ALLTEC SECURITY $ 42. 00 TOTAL PO BOX 55310 ------ REQUIRED INSPECTIONS -------- PORTLAND OR 97239-5310 Low Voltage Insp Phone #: 261-7776 Elect' 1 Final Reg #_ : 001188 This persit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other aTplicable laws. All work will be done in accordance with approved plans. This pemit will expire if work is not started within 190 days of issuance, or if Murk is suspended for more than 198 days. ATTFNTTON: Oregon law requires you to follow ralt adopted by the Oregon 1Rility Notification Center. ThosR rules are set forth in OAR 952-101-11110 through OAR 9"l-4M. You may obtain copies of these rules or direr questi �!' 1503126-1.9T. IL Iss�_cecl by _ Permittee Signature ------------------------------OWNER INSTALLATION ONLY-------- - ------------------------ �. The installation is being made on property I own which is not intended for !�" sale, lease, or rent. m OW'NER' S SIGNATURE: _ � _ DATE: ------ -----CONTRACTOR INS ALLATION ONLY---------------------------- J SIGNATURE OF SUPR. ELEC' N: SCJ DATE: LICENSE NO: +++++++++++f•+++++++++++. ++++++++++++++++a.+++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 7:00 P. M. for an inspection needed the next business day +++.!+++++++i+++++++++++++++• ++++++++++++++++++#+++++++++++++++++++++++++++++++++ CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: 13125 SW HALL BLVD Date Recd: TIGARD OR 97223 PRINT OR TYPE G V-503-639-4171 X304 Permit#: f7zoe F - 503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd, _ WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED-RESIDENTIAL Restricted Energy Fee........................................ $40.00 �— )t (Al-to, (FOR ALL SYSTEMS) JOB Stre6t Address Ste M ADDRESS 1/7 �i. Check Type of Work Involved: /State Zip Phone N ❑ Audio and Stereo Systems Name Burglar Alar OWNER Mai'.ng 4ddress ❑ Garage Door Opener' City/Stab Zip Phone N E] Heating,Ventilation and Air Conditioning System' —Name Cf Vacuum systems- Other — ----- --- CONTRACTOR MlWng Auess TYPE OF WORK INVOLVED-COMMERCIAL (Prior to issuance a C,)WlStat I Phone 0 Fee for each system.............................................. 0.00 ropy of all licenses G (SEE OAR 918-260-260) are required if Oregon Contr.Brd Lic.0 Expp ate expired In C.O.T. I I 8L_.)3!J /LIE{ Check Type of Work Involved: data base). Electrical Con r.L .# Exp.Date ❑ Audio and Stereo Systems C.O.T.or Metro Uc.0 Exp.Date Boller Controls Owner's Name Clock Systema OWNER- Maillim Address APPLICANT ❑ Data Telecom nunication Installation City/State Zip Phone N Fire Alarm trstanption This permit Is issued under OAE 9,9-320370 This applicant agrees to make only restricted energy Installs tions(100 volt amps 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 trrinsactions are exempt from licensing. ❑ Intercom and Paging Systems These have asterisks('). All o'.hers need licensing; ❑ Landswe Irrigation Control' 2. Call for inspections when Installation under this permit are ready for Inspection at 503-639.4176; ❑ Medical 3. Purchase separate permits'or a, allations that are not ready for an ❑ Nurse Calls Inspection when the Inspector is out to Inspect under this permit; 1 4. Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' Inspector are done,and; Protective SiynWing j 5. Assume responsibility for calling for a final inspection when all of the corrections are completed. ❑ Other l Permits are non-transferable and non-refundable and expire I.work is not I started within 180 days of Issuance or if work is suspended for 180 days. Number of Systems The person signing for this permit must be the applicant or a person No licenses are required Licenses are required for MI other Instsll0ons outhc.ized to b d thea -Int. FUM Igna re ENTER FEES 5%SURCHARGE(.06 X TOTAL ABOVE) _ Authority if other than Applicant TOTAL = 1-4e9sla doc 12/98 — — CAL CITY O TIGARD PERMIT I#: ELC98I0043 DEVELOPMENT SERVICES DATE ISSUED: 03/19/98 13125 SW Hall Blvd.,Tlgprd,OR 97223 (503)638.1171 PARCEL: 28110DB-00300 SITE ADDRESS. . . : 11321 SW NAEVE ST SUBDIVISION. . . . :WILLOW BROOK FARM ZONING;R-25 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . •009 JURISDICTION: TIG Pr i j e r De scr i pt i on: Electrical permit for church addition ---------•----------------------------------------- --RE..IDENTIAL UNIT---- -.--TEMP SRVC/FEEDERS---- -----MISCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : A PUMP/IRRIGATION. . . . s 0 EACH ADD' L 500SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+amps--1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 ----SERVICE/FEEDER---- --BRANCH CIRCUITS------ ---ADD' L INSPECTIONS--- 0 - 200 amp. . . . . . : 3 W/SERVICE OR FEEDER: 61 PER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 1 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amo. . . . . : 0 ------------------PLAN REVIEW SEC:TION--------•---------- 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL.. . : Reconnect only. . . . . a 0 SVC/FDR )= 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ------------------------------- ------------------- FEES ----------p---- TIGARD COVENANT CHURCH type amount by date rec t 11321 SW NAEVE PRMT $ 605. 00 BON 01/16/98 98-302557 TIGARD OR 97224 PLCK $ 151. 25 BON 01/16/98 98-302557 5PCT $ 30. 25 BON 01/15/98 98-302557 Phone M: Contractor: ---------- ---- ------------------- -- S & C ELFCTRIC CO f 786. 50 TOTAL PO BOX 246 -•------ REQUIRED INSPECTIONS - MT VERNON OR 97©65 Ceiling Cover Elect' l Service Phone M: 541-932-4677 Wall Cover Eivct' 1 Final R e g #. . : 005969 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laps. All Mork will be done in accordance with approved plans. This permit will expire if Mork is not started within 0/ days of issuance, or if work is suspended for more than 181 days. ATTENT1Oih Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-4/1-0119 through OAR 952-01-1917, You may obtain a copy of these rules or direct questions to 01K by calling (5/3)246-1987. IL Permittee Signature : 14 Issued By: �... ---•-- OC N _ _ OWNER INSTALLATION QI��L r-------------------------------- The installation-is being_made on property I own which is not intended for ro sale, lease, or rent. DATE: _ C? OWNER' S SIGNATURE: — W -s - - -------CONTRACTOR INSTALLATIC',N ONLY---------------------------- SIGNATURE OFSUPR. ELECINs C1DATE: LICENSE NO: ��-S - -- +++++++++++++++++++++++++++++++++ +++++f+++++++++++++++++++++++++++++++++++++4-+ Call 639-4175 by 7:00 P. M. for an inspection needed the next business day +++++++++++++++++++++++++++++++a+++++++•f+++++++++++++++++++++++++++++++++++++++ f ` My 4 TIGARD Electrical Permit Application Plan Che �- 1" C� 13125 SW HALL BLVD. Roe'd dyck TIGARD OR 97223 Date Rec'd Data to P.E. ' Phone(503)639-4171, x304 Print Or Type Data to DST._ FaxIns684 7)97 4175 Incorti�plete or illegible will not be accepted CallPerred it#L- --. 1. ,lob Address: �^ 4. Complete, Fee Schedule Below: Name of Development /�A C-4 <h N+� �J�4 r� Number of Inspections per permit allowed Name(or name of business)_ _ Service Included: Items Cost Sum Address 1` .3dl- �Sn'� AAJ 4,ye- 4a. Residential-per unit 7 City/State/Zip1 .21.y6� ©/OP��'�!1 1000 sq.ft.or less -_ $110.00 4 �r ___.__ Each additional 500 sq.ft.or Commercial�61 Residential❑ portion there,( =.=_ $25.00 1 Limited Energy $25.00 Each Manufd Home or Modular Dwelling Service or Feeder $68.((0 _ 2 2a. Contractor Installation only: (Attach copy of all current licenses) 4b.Services or Feeders Electrical Contractor41,f_Gc�irt!e" Installation,alteration,or relocation Address -Pyle--- 200 amps or less �_ $60.00 /0.o 2 201 amps to 400 amps $80.00 2 City/1/7 ele&-ed-y, State-0A&.-Zip 401 snips to 600 amps $120.00 / �_ 2 Phone No. .5'9,Z- Y.S - Zta*2 2 601 amps to 1000 amps $180.00 2 Job NO. Over 1000 amps or volts $340.00 2 Elec.Cont. Lice. No. 3, Fleconnecl only $50.00 2 70 -C Exp.Date_ • t _ --- - OR State CCB Reg. No. .f'U 9€ -Exp.Date / 4c.Temporary Services or Feeders COT Business Tax or Metro No. -Exp.Date ZA.1123 Installation,alteration,or relocatinn 200 amps or less $50.00 2 Signature of Supr. Elsc'n ��? t _ 201 amps to 400 amps $7E.00 _ 2 401 amps to 600 amps _• $100.00 ____ 2 Over 600 amps to 1000 volts, License Nc S Exp.Date l4 a 98 see"b"above. Phone N( 74/11-12.3 2-!9,(;7 2 4d.Branch Circuits New,alteration or extension per panel 2b. For owner Installations: al The tae for branch circuits will purchase of servlee or Print Owner's Name_ leader fee. - •ey Address Each branch circ dr $5.00 ( 2 b)The fee for branch circ-fits City - State_ Zip without purchase of Phone NO. service or feeder fee. First branch circull $35.00 _ 2 The installation is being made on property I own which is not Fach additional branch circuit $5.00 _. 2 intended for sale,lease or rent. 4a.Miscellnneous (Service or feeder not Included) Owner's SignatureEach pump or irrigation circle $40.00 _ 2 Each sign or outline lighting $40.00 _ 2 a 3. Plan Review section(if required):* Signal circuits)or a limited energyi panel,alteration or extension $400.0 2 � Minor labels(10) $100.00 FA Please check appropriate Item and enter fee In section 58. - 4 or more residential units in one structure 4f.Each additfonpl Inbpectlon over - Service and feeder 225 amps or more the allowable In any of the shove -System over 600 volts nominal Per Inspection $35.00 100 Classified area or structure containing special occupancy per hour - $55.00 _ 5 as described In N.E.C.Chapter 5 In Plant $55.00 W J "Submit 2 sets of plans with application where any of the above apply. 5. Fees: Not regvired for temporary construction services. go.Enter total of above fees $ 5%Surcharge(.05 Y total fees) $ NOTICE Subtotal $ 5b.Enter 25%of line 5a for .05' PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review If rgguir d(Sec.3) $ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ ---- IS --- -IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY � TIME AFTER WORK IS COMMENCED. El Trust Trust Account# Total balance Due I knsrsIErc96 APP Rev 9iss CITY CF TIGARD MECHANICAL DEVELOPMENT SERVICES PERMIT fiWaam 13125 SWHall 91vd.,Tlgani3OR97223 (503)639-0PERMIT #. . . . . . . : MEC97-0037 DATE ISSUED: 10/2$/97 PARCEL: 2S110DB--00300 CITE ADDRESS. . . : 11321 SW NAE'VE ST SUBDIVISION. . . . : WILLOW BROOK FARM ZONING: R--25 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .009 JURISDICTION: TIG CLASS' Of WORK. . :NEW FLOOR F URN. . . . : 0 FVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . : 0 VENT FANS. . . : 2 OCCUPANCY GRP. . :A2. I VENTS 6410 APPI..-: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 1 FUEL TYPES--------------- 0.-3 HP. . . . : 0 DnMES. I NC I N: 0 GAS 3-15 HP. . . . : G COMML. INCIN: 0 MAX INPUT: 1,700000 STU 15 -30 HP. . . . : 0 REPAIR UNITS: 0 F IRE DAMPERS% . : Y 30--50 HP. . . . : 0 WOODS70VES. . : 0 GAS PRESSURE. . . : M 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF UNITS-- -- - - - -- r4 I R HANDLING UNITS OTHER UN I'l-s. : 10 f(Jr,N ! 1 n0KBTU: G (- 10000 cfm : 0 GAS OUTLETS. : 1 FURN > -100K BTU: 0 > 10000 cfm: 0 R e m ai-I<s : Construction of a new 9,908 sq. ft. church Owna r-o __________.____---___._________---.----___---- -------___-- FEES --- — -- TIGARD COVrNANT CIIURCH type amount by date r-ecpt 11.5415 SW DURHAM RD PRMT S 202. 00 DRA 10/28/97 97--3004( TIGARD PR '372 4 PLCK i 50T 50 DRA 10/28/97 97 30 -4G 5PCT 10. 10 DRA 10/28/97 97--300466 P;-io;oe #: Conti-ar.tor,: ----____---•-•-----_____.._-----____ TMF DEVCLrOMENT INC '"'0 170X 151 f 262. E0 TOTAL CLACI',AMAC nR 97015 Phone #: Reg #. .. : 000544 REQUIRED INSPECTICONS ------- This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applic-able laws. All work will be done in accordance with Heating Unt Insp approved plans. This permit will expire iF work is not started Cooling Unt Insp iL within 188 days of issuance, or if work is suspended for more Hood Inspection than 180 days. ATTENTION: Oregon law requires you to follow rules Duct Inspection N adopted by the Oregon Utility Notification Center. Those rules are Fire Damper Insp _ r set forth in OAR 052-001-0010 through OAA 952-801-8088. You may Final Inspection �- 5 cbtain copies cf these rules or direct questions to OUNC by calling _m (503`246-9187. _ W Tasud I3y : e ar/!i„� Permittee Signature: � - 4-+++++++++++++++++++4-4-+++++++-F++++++++++++++++-4-++T+14++++++++++•}.}.++++++++++++4 Call G39 -4175 by 7:00 p. m. for inspections needed the next business day 1 i-++ V-4.4+++-h+++-h++4•+++++++++ H4•+++++-1 +++++f-++++++++++++++++++++•+++++++++++-1-++++++ Plan Check 0 OF-Y-C 1TY OF TIGARD Mechanical Permit Application Recd By c T- 1125'SW HALL BLVD. Commercial and Residential Oat&Recd Q M -!GARD, OR 97223 r r �)'� Date to P E L ,503) 639-4171, x304 Date to OST I2--Z-Q'7 Print Or Type Permit 0 N7 7 j ,t► ) f p V< '�� Incomplete or illegible applications will not be accepted Called (� Z 2 .1-7 'Jame ,t LevetoomeftProject Oescnplion —� Table 1A Mechanical Cale aTv PRICE AMT Job Street Address SurtN A) Permit Foe 0 0 1000 Address 810W Male z p B) Supplemental Permit 3,00 Na a,r., ,dine or bu uL 1 ) Furnace to 100.000 BTU ti 00 Owner " incl ducts a vents Mating&dress y 2) Furnace 100,000 BTU* 750 SC Ind.duds 6 vents C. rsute tr Phone 3) Floor Fumarr 8.00 f i, incl.vent _ Norio rot harne or business) 4) Suspended heater,wail heater 800 or floor mounted heater Occupant Madmg Address 5) Vent not incl.in 3.00 appliance permit c4pstate Zip Phone 6.) Boiler or romp. ;eat pump,air cond. 8.00 to 3 HP;absor;,unit to 10UK BTU Contractor Name 7) Boiler or cool j,heal pump.air cond 11.00 (Prior to HP'abiM1 orp unit to 5K BTU ��,F, �C� I � 3-15_ I issuance rirnq Address B) Boiler or gimp,h,&I pyLnp,air cond 1500 applicant �`�,_") 15-30 HIP absorp unit 5-1 mil BTU d _ must provide all COMM -� Zlp Phone 9) Boiler or cmv..heat pump,air pond. 22.51) contractor �. L t1 1�) t4S "L o 30-50 HP;absorp unit 1-1.75 mil BTU license lrevon Const Cont Bowd Lie a Exp Date 10) Boiler or comp,heat purno,air coed. 3750 informationi0 >50 HP;absorp u 1.75 mil BTU _ for COT ,OT Busness Tax or Metro a ExP Dsse � ) 11 ) Air handling unit to 4.50 database) _ 10.000 CFM _ Architect Name _ 12.) Air handling unit 750 rn�;S_ 10,000 CTM* _ or Madmq A,tdres4L� 13.) Non portable 4.50 .S C �,L 1 evaporate cooler Engineer cdwslete zq I Phone I 14) )lent fen connected 7 3.00 to a single dud _ Describe work Nev&4<Addr"don O .,rtera;ion O Repair O 15) Vei:rilation system not _ 4.50 to be done Residentia Non-residential O included in appliance permit _ Additional Description of work 16.) Hood served by mechanicel exhauet 4.50 17) Domestic incinerators 7.50 _ Existing use of �� 18.) Commercial or industriellype 30.00 %:ding or property incinerator _ 19.) Repair units 4.50 11roposed use ofJ �{ 20) Woodstove 4.50 Il wilding or property W 21) Clothes dryer,etc. 4.50 U -e of fuel-oil O natural gas's[,, LPG O electr>Cl<, 22) Other units (d 4.50 t- ,ereby acknowledge that I have read this application that the 231 Gas piping one to four outlets l 2.00 ZQD r J -formation given is correct.that I am the owner or authorized agent of 1 _ ,e owner.that plans submitted are in compliant-with Oregon State 24) More than 4-per outlet (each) .50 Wws Signature of Owner/Agent 7 Date OTY.SUBTOTAL Contact Person Name Phone 5%SURCHARGE fd PLAN REVIEW 25%OF SUBTOTAL TOTAL. tJ�J 1j �.' st"ecripmt.doc (rev 7196) 'MlMmum p&m ft fee is$25+5%furt7 MV f June 16, 1997 CITY OF TIGARD Mss, Inc. 531 SW 4th OREGON Corvallis, OR 97330 RE: Tigard Covenant Church Mechanical Plan Review •11321 SW Naeve PC*: 0247c MEC*: 97-0037 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: MECHANICAM"M4Wc'- ? `' '+' ' `n ►t ' r *,Y!-- 1. ' 1. Provide cut sheets on fire/smoke dampers. 2. Provide cut sheets on GU's and HF's. 3. Provide an engineer's analysis of each structural member supporting the additional HVAC units [OSSC, Section 106.3.21. 4. The attachment of permanent equipment (HVAC) supported by the building's structural components shall be designea to resist the total design seismic forces prescribed in Section 1603.2 of the Structural Specialty Code. Provide an engineer's design specifying attachment requirements [OSSC, Section 106.3.2 and OMSC, Section 304.41. 5. Show outside air compliance, OSSC - Chapter 12. 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 if you have any questions. a Sincerely, U) .� 4Rort 'oskin, CBO m PLANS EXAMINER W ..,..,.r,.......,_a,,.d.,., 13125 SW"cell Blvd., Tigard, OR 97223 (503)6394171 TDD(503)684-2772 - CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0669 h4; 4 13125 SW HeY Blvd.,17gard,OR 97223 (503)639-1171 DATE ISSUED: 10/13/97 PARCEL: 2SIlODB-00300 SITE ADDRESS. . . : 11321 SW NAEVE ST SUBDIVISION. . . . :WILLOW BROOK FARM ZONING:R-25 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :OO9 JURISDICTIONs TIG Project Description: Installing temporary service to 211 saps ----------------------------------------------------------------------------------- ---RESIDENTIAL UNIT---- ---TF—MP SRVC/FEEDERS----- -----MISCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 — 200 amp. . . . . . . : 1 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 5O0SF. . . : 0 201 — 400 amp. . . . . . . : 0 SIGN/OUT L INE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 — 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FAR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL (1Q) . . . : 0 -----SERVICE/FEEDER---- ----BRANCH CIRCUITS--- ---ADD' L INSPECTIONS--- 0 — 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . % 0 201 — 4O0 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 — 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: (b IN PLANT. . . . . . . . . . . % 0 601 — 1000 amp. . . . . : 0 -------------------PLAN REVIEW SECTION---------------- 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : O SVC/FDR )- 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ---------------------------------------------- FEES -----•----------.- TIGARD COVENANT CHURCH type amount by date recpt 11321 SW NAEVE ST PRMT $ 50. 00 B 10/13/97 97•-299986 TIGARD OR 97223 SPCT $ 2. 50 B 10/13/97 97-299986 Phone #: Contractor: - ---------------•---------------------------------------_ PIONLER ELECTRICAL SERVICES IN 1 52. 50 TOTAL 615 14TH ST ------- mEQU i RED INSPECTIONS -- - -- OREGON CITY OR 97045-1610 Ceiling Cover Elect' l Service Phone #: 657-9666 Wall Cover Llect' l Final Reg #. . : 010548 This permit is issued subject to the regulations contained in the Tigard Municipal Code, Mate of Oralon Specialty Codes and all other applicable laws. All Mork will be done in accordance with approved plans. This permit will empire if work is sot started within 111 days of issuance, or if work is suspended for more than 181 days. ATTENTION: Oregon law regmires you to follow the rules adopted by the Oregon Utility Notification Center. ose rules are set forth in ORO 352-!11-1111 through OAR W-01-1987. You say obtain a copy of these rules or direct questions to by cal g 1 )246-1 a Permittee Signature: -ted By:�i U) ----------------------.-------OWNER INSTALLATION ONLY---•---------------------------_ The installation is being made on property I own which is not intended for sale, !rase, or rent. W OWNER' S SIGNATURE: DATE% _J --------------------------CONTRACTOR INSTALLATION ONLY------------------------------- SIGNATURE OF SUPR. ELEC'N: _QYl DATEs _ LICENSE NO: ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++•f Call 639-4175 by 7:00 p. m. for an inspection needed the next business day ++++++++++++++++++++++++++++f++++++++++++++.f.+++++f+t#+++++++++++++++++ PITY OF TIGARD Electrical Permit Application PlanCheck 13125 SW HALL BLVD. Recd By� _ TIGARD OR 97223 Date Recd I Date to P.E. _ Phone(503)639-4171, x304 Print or Type Date to DS Inspection (503)639-4175 Incomplete or Illegible will not be accepted Called N_ Fax (503)684-7297 ' ad_ _ 1. Job Address: 4. Complete Fee Schedule Below: Name of Development t I r;41ZIQ CJfduA-NT C' H t4&0 Number of Inspections per permlt allowed Name(or name of business) k CW2.*QWI Service Included: Items Cost Sum Address Ill321 Ft w hLAw S T• 4s. Residential-per unit City/State/Zip, -T' - A21;3 1000 sq.h.or legs $110.00 _ 4 tb rt:_ � �---- Each additional 500 sq.ft.or Commercial- Residential Dportion l $25.00 __ t Limited Energy $25.00 Each Manuf'd Home or Modular Dwelling Service or Feeder $68.00 2 2a. Contractor Installation only: (Attach copy of all current licenses) 4b.Services or Feeders Electrical Contractor? Installation,alteration,or rolocalion 7.00 amps or less _ $60.00 _ 2 Address--(@I%_ 14 h`�St• 201 amps to 400 amps $80.00 2 CI � State Zi - 401 amps to 600 amps $120.00 _ 2 Phone No. b S 1-1 � _ � 601 Imps to 1000 amps __. $180.00 2 ,lob NO. Ove, 1000 amps or volts i $340.00 2 Reconnect only $50,00 2 Elec. Cont. Lice. No..� Exp.Date a --- OR Slate CCB Reg. No. 0 es Exp.Qate__ QFZIX 4c.Temporary Services or Feeders CUT Business Tax or Metro N Exp.Date l % Installation,alteration,or relocation 200 amps or less _� $50.00 2 Signature of Supr. Elec' 201 amps to 400 amps $75.00 _ 2 401 amps to 600 amps $100.00 _ 2 Over 600 amps to 1000 volts, License No. 3 S Exp.DateAk"I U- see,b"above. Phone No._.__( -T 9X066 -- 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 branrh circuit $5.00 _ 2 - ---- b)The fee for branch circuits City_v _ State_ Zip--, wlfhout purchase of Phone No. _ service or foodbr lee. First branch circuit $35.00 Y 2 The installation is being made on property I own which Is riot Fnch additional branch circuit.- $5.00 _ 2 intended for sale, lease or rent. 4e.Miscellaneous (Service or leader not Included) Owner's Signature Each pump or Irrigation circle $40.00 2 Each sign or outline lighting $40.00 2 3. Plan Review section(if required):* Signal circult(s)or a limited energy panel,alteration or extension $40.00 _ 2 Please check appropriate Item and enter fee in section 58. Minor Labels(10) $100.00 4 or more residential units in one structure 4f.Each additional Inspection over Service and feeder 225 amps or more the allowable in any of the above ~ _System over 600 volts nominal Per Inspection $35.00 JClassified area or structure containing special occupe,icy Per hour $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. Fees: �© U Not required for temporary construction services. 5a.Enter total of above fees $ 5%Surcharge(.05 X total fees) $ NOTICE Subtotal $ - Sb.Enter 25%of line 5a for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review if UKWIted(Sec.3) $ NOT COMMENCED WITHIN 160 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ IS SUSPENnED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. El Trust Account N C,'2 Toted balance a� s I.0STMELC96 APP nev 9/96 Kk w u,► T'enent Name:II ak ccumulative Sewer Tally ThIs SWR#: �7-b6q Address_ ZI This KM# 47, 009-Dw Fixture Velw Previous d Previous Credits Capped Futures Rxturea New New Value Capped off vsftiw added# added total#a total Count off#a oeurK valuevalues Peptistry/Font 4 Rath-Tub/Shower 4 -Jscuz/Whpl _ 4 Car Wash- Each Stell e -Drive Through 16 Cuspidor/Water Aspirator t Dishwasher-Commer 4 -Domast 2 Drinking Fountain _ I 1 I / Eve Wash I Roor Drain/sink 2 insh 2 3 inch 5 4 Inch 8 Car Wash Drain 8 Garbage Disposal 18 Dom(to 3/4 HP) Comm (to 5 HPI 32 ` Ino(over 5 HPI 48 Ice Machine/Refrigerator Drains I Oil Sep(Gee Station) 8 ^ Recreational Vehicle Dump Station 16 Shower-Gang(Per Heed) I -Stall 2 Sink- Bar/Lavatory 2 (' -7 ' Bradley 5 Commercial 3 Service 3 Swimming Pool Riter I " d Washer, Clothes a "" NWater Extractor Water Closet. Toilet Z— Urinal TOTALS W - Total fixture values: Ili divided by 16 = �.p,7`� EDU HISTORY FPLMO EDU# SWR# PLM# EDU# SWR# EDU# SWR# PLM# EDU# SWR# EDU# SWR# PLM# EDU# SWR# EDU# SWR# PLM# EDU# SWR# ernv+�eu..in.. a CITY OF TIGARD DEVELOPMENT SERVICES BUILDING PERMIT. : 19125 SW Hall Blvd.,Tlgard,OROW (503)6394171 PERMIT SUED: 1 /28/977-00Q5 DATE ISSUED: 10/`8/97 PARCEL: Z'S110DB- 00300 TTE ODDRESO. . . : 11321 EW NAEVE ST '-UBD I V I S I ON. . . . : WILLOW BROOK FARM ZONING:R--25 CLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . 1009 JURISDICTION:TIG - _----__--------------------------- ------------------ REISSUE: FLOOR AREAS- -------- EXTERIOR WALL CONSTP.UCTION CLASS OF WORK. :NEW FIRST. . . . 9900 sf N: S: E: W: TYPE OF USE. . . -COM SECOND. . . : 0 sf PROTECT OPENINGS?------ TYPE OF CONST. :5-1HR 0 sf N: S: E: W: OCCUPnNCY GRI71. :n-L'. 1 TOTAL_- - - -: 9900 s f ROOF CONST: FIRE RET?1 OCCUPANCY LOAD: 764 BASEMENT. : 0 sf AREA SFr. RATED: "TOR. : 0 1IT: 0 ft GARAGE. . . : 0 sf OCCU 3EP. RATED: IaSMT^ : MEZ7? : REQD SETBACKS----.------- REQUIRED--------.-----------_ FLOOR LOAD. . . . : 100 pi f LEFT: 0 ft RGHT: 0 ft F I R SP!�L:N SMOK. DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:Y 11NDTCP ACC:Y SEDRMS: 0 SATIAS: 0 IMP SURFACE: 0 PRO CORR:Y PARKING: �+ VALUE. $ : 700000 Remarlis : Construction of a new 9,900 sq, ft. church - The required Manual Fire Alarm System will be by deferred submittal - Bobp 0w11E,r. --------------------------------------------------------- FEES TIGARD COVrNnNT CHURCH type amount by date recpt 11545 SW DURHAM RD PL-CK t 12517. 45 B 01*71/18/97 97-290490 TICARD OR 97�';4 FIRE t 773. 20 B 02/18/97 97-E_'9049T PRMT t 4E3. 00 DRA 06/ 0/97 97-296578 Phone #: 639- 3084 TT.F t G136. 00 DRA 06/30/97 97-296578 TIF t 12-72. 00 DRA 06/30/97 97•••296578 PRMT $ 1510. 00 DRA 10/28/07 97 3004GG IMF DEVELOPMENT INC 5r'CT t 96. 65 DRA• 10/28/97 97--300466 CO BOX 151. EROS $ 184. 00 DRA 10/2,8/97 97--300466 C'LACKAMAS OR 97015 Additional fees not shown here. . . . . . . . . ",Lr o n e # t 1. 1770. 90r TOTAL reg #. . 000544 REDUTRED INSPECTIONS ---- - -- This permit is issued subject to the regulations contained in the Foot/Found Insp Tigard "unicipal Code, State of Or•e. Specialty Codes and all other Re i n f Steel Insp applicable laws. All work will be done it accordance with Slab Insp 0. apprc.ed plans. "his permit will expire if work is not started Framing Insp awithin 180 days of issuance, or if work is suspended for more Insulation Ins p N than 180 days. ATTLNTION: Oregon law requires you to follow the Shear~ Wal I Insp rules adopted by the Oregon Utility Notification Center. Those Gyp Board Insp rules are set forth ir. OAR 952-001-MIO through DAR 9K-001P1987. SUSS Ceiing Insp 0 I You many obtain a copy of these rifles nr direct qu tions to OX Appr/sdwlk Insp _.. by calling (503)'c'46-1987. M, SC. LnspecL'ian — �^ A Permittee Si gnat ur + r a 4-4-+4 4-++++++++++•+++++++++/++++-1+•++++++++ F+++++F+++ I.+++++++++++++++++++++-F+-I f Call 639-4175 by 7:00 P. M. for an inspection needed the next business day i•++•++++a-i•+•+++++++++i•++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ - I • Cmnerdal Building-Permit R ' 1 1 Jd ( �`l�� <✓�, AtV.of Tigard 13125 SW Mal!Blvd. Tigard.OR 97223 (503)639.4171 Jobsite Address:– Tenant: Suite # Planck/Rec. 0 cc--T--` Valuation: 6d }QC�� _ Permit . Map a TL _S I I Dd Owner: , f t �� S �,porovals Raauired Address: Planning Engineering Telephone: Otiherrs Contractor: 61. ,� Address: `�� , 1 '-'-3C\P Ae 2A m AT~1 Type of constr• Telephone: n) Occupancy Class: Contractor's License # o� `.� Sprinkler? Yes (attach copy of current Oregon licen e) . �,,.a 1`' Sq� Ft. Of Project: L j Contact name 8 telephone: OU Story (1st. 2nd, etc.):�� v Architect & Engineer: T Proposed Use: Address: � � � �_� `-��, Previous use: Note: Plumbing & mechanical plans must Telephone: `� �� -- ��j Z be submitted at time of building permit rf r F�rl� � aPPticatlon. 1�sJOB DESCRIPTION: 'uZL•k a � V Z �3 (App;icant Signature &Telep one Nu ber) Received by: Date Received: PERI4AITsr ,//lccount Description Amount Amt Pd. Balance Out Building Permit (BUILD) 3 ell Plumbing Permit (PLUMB) Mechanical Permit (MECH) State Tax (TAX) wr f. Bldg. _ Plumb. Mech. -� � V/ Pta k (PLANCK) Bldg. Plumb. Mech. Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) 00 / r Mass Transit TIF (TIF- Z�2. C I Commercial TIF (TI -C) Industrial TIF TIF-I) _ eV ✓� Institutional TIF (TIF-IS) (o i. Office TIF (TIF 0) Water Quality (WOUAL) tl Water Quani (W©UANT) 00i Fire Life S sty (FLS) _ Z T _e m Erosio Cntrl Permit (ERPRMT) 0 -wi Er ion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) r � i TOTALS: CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SWHi11Blvd. TW40ROrM (03)QX4171 PERMIT #. . . . . . . : PLM97-0050 DATE ISSUED: 10/28/97 PARCEL: 2S 1 10DB-00300 ;ITE: ADDRESS. . . : 11321 SW NAEVE ST SUBDIVISION. . . . : WILLOW BROOK FARM ZONING: R-25 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :009 JURISDICTION: TIG CLASS OF WORK. . :NEW GARBAGE DISPOSALS. : 1 MOBILE HOME SPACES. : 0 TYPF OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLO►•J PREVNTRS. . : 0 OCCUPANCY GRP. . :B FLOOR DRAINS. . . . . . . 3 TRAPS. . . . 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 2 CATCH BAS INS. . . . . . . : 4 FIXTURES--- - - --- - - _- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . - : 0 SINKS. . . . . . . . . . 3 URINALS. . . . . . . . . . . . 3 GREASE TVAPS. . . . . . . . t L_AVnTORTES. . . . : 7 OTHER FIXTURES. . . . : 2 TUR/SHOWERS. . . : 0 SEWER LINE (ft) . . . : 150 WATW,R CLOSETS. : 7 WATER LINE (ft ) . . . : 150 DISHWASHERS. . . . : 1 RAIN DRAIN (ft) . . . : 300 Redlrzr-lks : Construction of a new 9, 900 sq. ft. church Ownear: -- -- -__.._-___..------•---.--------__._.__--.---______----____.___ FEES TIGARD COVENANT CHURCH type amount by date recpt 11547, SW DURHAM RTS PRMT $ 496. 00 DRA 10/28/97 97-300466 TIGnRD OR 97224 PLCR $ 1224. 00 DRA 10/28/97 97- :'00466 5PCT $ 24. 13e DRA 10/1218/97 97 -30Q146C, Phone #: runty-ac..tar _._.__._____----_-__- -_•--------...---- TAY JAY' S rLUMP I NG !9447 E. BURNSIDE PORTLAND OR 97233 rfi o n( #. 667-84220 $ 644. 80 TOTAL P(,Q #. . : 001043 REDU I RED I NSFECT T ONS _.._... fiis perwit is issued subject to the regulations contained in the Sewer, Inspection _ Tigard Municipal Code, State of Ore. Specialty Codes and all other Water Line Insp applicable laws. All Mork will be done in accordance with Top-oi..►t Insp _ IL approved plans. This perwit will expire if work is not started Storm Drain Tnsp within 180 day: of issuance, or if work is suspended for wore Rain Drain Insp than 180 days. ATTEN)TON: Oregon law requires you to follow rules Mi sc. Inspection adopted by the Oregon Utility Notification Center. Those rules are Final Insper_tion _ set forth in OAR 952-0001-0010 through DAR 952-0001-0088. You way obtain copies of these rules or direct questions to O11NC bl calling Co rg1'11?46-1987. C9 W _._.__ J Issued By : _-- Permittee Sign 1; _►r : - _._. +� i ++++4(-4 + -I-+++++ h++++++++ F+++++�+ F�+++++++++ + + + +++ +F + 1 ++++++++ Call 639--4175 by 7:00 p. m. for an inspection needed the next business day +r+++++-I-+++++++++•+.+•+++++++++-++•++++-h++++.+++++++-I-+++++•+•+++i•+++++++#++++++++•f+++ ZITY OF TIGARD Plumbing Application Rec.fy _ 312' SW HALL BLVD. Commercial and Residential °a'R"C0 `-I14 -iGARD. OR 97223 'a#e!oPE 11 - 503) 639-•4171 Cate to OST Permits Print or TypeaaaleoSwR."-a1Rj?-[4jK Incomplete or illegible applications will not be acceptrd Ca#led _ N--tme it CeveropmenuProlect FIXTURES (individual) QTY PRICE AMT Job Sink 900 -) thief Address 3urte Lavatory 900 Address - _ �....� fu0 Jr �uD,SI`Oww,r�;,JmO , 900 31148 �I r�lvrstate `D ihower Vn#v 9 VO - - 1 1 C�� 1 water Closet 9.00 G �j Clsnwasner 300 Owner Mailing Adbress_ ` wte Gxosge Disposal g �- S Washing Machine 900 ,;,i>u e , �p�, Snore door Crain ?" goo 7 Name 3" i 900 •- 900 Occupant Marling address Suite Water Heater Z 900 Laungry,Room Tray 4-0-0 C.tyrState Z a Phone at v 9.00 urin 2, Name C;Irw Fixtures 1Soecufyl 9.00 t / v 9.00 Contractor M VAkACon�s � v� $uee —900 1 9.00 Prior to rasuante rptl$I a Zi hone 3pcttr3n �t must - Z t 9.00 Frov+ae an Ore on nst ont.Board Lic 0 ExCate 9.00 contractors Z _ 900 license Plumbing lac.a E:ap.D to ,j Sdww-tsl 100- 0U ( 30.00G nfgnnatipn (� [l Sem pial 100' or COT COT Business Tax or Mew*s Exp.0 to O _ 25.00 Z �araoasel_ Water Seroma-181 100' I 30.00 Name %,Star Service-each additional 200' 25.00 S 1 t'Chitect L Storm 6 Rain Dram- 1st 100- 30.00 or 9 Mallin Ad $s Storm&Ram Drain-each additional 10o- 25.00 Sd - ` Suite l Mobile Moms Space25.00 1 Engineer r tate Zip Phone,'] --. Commeraal Banc Flow Preventlon Device or Am- 25.00 1 S' Pobition Oevice _escr:0e.vorx New addition C Aiterauon J slicalf O I 1 -lesWenhal 9acx'-w a•evenhon Cevrce' 15.00 ;o ce 30re. s10e111 J Non-res,denual C any trap or Waste Net Connected to a Fixture ( ( 9 00 Addc onat descnouon of went I Cairn 3asen I 4 ^I 900 Q, nso.of elostrng;�urno" j .0.00 a - 1 Soeoal►y,Requested InspeC ��tgns I 40.C4 �� t I lc,na ,r property___ per/hr- Rain Crain. single`amity Cwelling 30.J0 'zcose :,se of Grease Traps J 9.J0 q ulldrrg or property �� \��/ �L V r� Wm T- QUANTITY TOTAL L yjG are .ou cacomg novirg 3r replsurig anv rixturesP Yes_ Nolttarwre>,riser a s-ecueed f cuattly rept a •9 / .„f (if yes see back or farms 'SUBTOTAL nereoy acknowledge that •'+ave read;his appucation.that'he mfortnahon ,ven a correct.that I am:he owner or authorized agent of:he owner and 5%SURCHARGE. tat zlans submittea are - czmcliance with Oregon Slate Laws. signature of OwnertAgen Date PLAN REVIEW 2S%OF SUBTOTAL Rmind om f"+lure my lots#s a g l J TOTAL qI'q r art Person Name Phone a � h O "Ainimum permit fee is S25-5%surcharge.except ResMe teat Backflow 1VA \ -� Prevention Dowels.wnten is Sts•5%surcharge \ 7:'.0414 plmapp loc SM TF AS Fixtures to be capped, moved or replaced Qty Sink !_Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher Garbage Dis osal Washing MacNe e Floor Drain 2" Tv Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) OMMENTS REGARDING ABOV a cn 0 w J i CITY GF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION 19125 SW Hall Md, ne rd,OR 97299 (09)W4171 PERMIT PERMIT #. . . . . . . : SWR97-0048 DATE ISSUED: 10/28/97 PARCEL: 2S110DB-00300 "ITC ADDRES3. . . : 11?21 SW NnEVE ST ,UDDIVISION. . . . :UILLOW PROOF; FARM ZONING: R-23 PLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :009 JURISDICTION: TIG ---------------------------------------------- ----- TENANT ------------------------•---- -_.-.TENANT NAME. . . . . :TIBARD COVENANT CHURCH )SA NO. . . . . . . . . : FIXTURE UNITS. . . : 108 FL.ASS OF' WORK. . . :NEW DWELLING UNITS. . : 7 YPE OF 'ISE. . . . . :COM NO. OF BUILDINGS: 0 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE: 0 sf "PMRI,ks : C OT-.Str1_rct ion of a new 9, 90Q' sq. ft, churchl Owner-: —--- ----_--__ __--- ----- __-- — ------------- -------- FEES -.-----•-------- TIGARD COVFNnNT CHURCH type amoLmt by date recpt ' 1045 SW DURHAM RD PRMT $ 15400. 00 DRA 10/28/97 97--300466 TTGARD OR 9722 + IN13P $ 45. 00 DRA 10/28/97 97--300466 r'F-0 Tl e #: r,o n t r^actor: -- _____------- ----- --___----- OWNER ---•---------------------------------- 1='h on e #: $ 15445. 00 TOTAL. - ---- -- REQUIRED INSPECTIONS _ This Applicant agrees to comply with all the rules and regulations Sewer, Inspection of the Unified Sewage Agency. The permit expires 188 days from _ the date issued. The total amount paid will be forfeited if the _ permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement _ given, the installer shall prospect 3 feet in all directions from _ the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the _ Oregon Utility Notification Center, These rules are set forth in OAR a 952.-881-0018 through OAR 952-0081-P980. You may obtain copies of _ thFse rule IF uestions to "IC by calling (5831246-1487. - - - _! s're ( 'Y Permittee Signatr_rr^e : W I ++i 144•++++•++t+++4+++++t.F++++++++++.+++t+++++++t+t++4+++++4•4 +++++t+}.+4•+++...4•++ Cell 6,39-4175 by 7:00 p. m. for an inspection; needed the nP)<t bi-rsiness day I 4 t++++-+++++++++++++-F++++++++++++++t++++++++.++++++-1•+-++t+++++t++++•F+++++++++•F+++ CITY OF TIGARD SITE WORK DEVELOPMENT SERVICES PERMIT 13 125 SW Hill Blvd.,TW4OR97229 (5U)=4171 PERMIT M. . . . . . . t SIT97-0005 DATE ISSUED: 10/10/97 SITE ADDRESS. . . : 11321 SW NAEVE ST PARCEL: 2SIlODB-00300 SUBDIVISION. . . . : WILLOW BROOK FARM ZONING: R-25 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . ..009 JURISDICTION: TIG ------------------------------------------------------------------------- C;LASS OF WORK. . s NEW PAVING?. . . . . . . . . t Y RESO. N0. s TYPE OF USE. . . . tCOM s GRADING?. . . . . . . . s Y VALUE. . . ls 150000 EXCV VOLUME: 10000 cy LANDSCAPING?. . . . : Y FILL VOLUME: 0 cy SITE PREP?. . . . . . s Y ENG FILL?. . . . . . : N STORM DRAINS?. . . : Y SOILS RPT REQD7: Y IMPERV SURFACE( 50000 sf Remarks : Site and grading permit for church facility. Owners ----------------------------------------------------- FEES ----------------- TIGARD COVENANT CHURCH type amount by date recpt 11535 SW DURHAM RD PLGK ! 362. 70 JD 02/18/47 97-290490 TIGARD OR 97224 SWM ! 1373. 63 DRA 10/10/97 97-299976 PRMT ! 558. 00 ARA 10/10/97 97-299976 Phone 0: SPCT ! 27. 90 DRA 10/10/97 97-299976 PLCK ! 362. 70 DRA 10/10/97 97-259976 Contractor: ------------- -------EROS ! 180. 00 DRA 10/10/97 97-2' 9976 IMF DEVELOPMENT INC ERPC ! 58. 50 DRA 10/10/97 97-299976 PO BOX 151 ERPC ! 58. 50 DRA 10/10/97 97-299976 CLACKAMAS OR 97015 ------------------------------------------ Phone #: ! 2981. 93 TOTAL Reg #. . : 000544 ------- REQUIRED INSPECTIONS ------- inis prr!it is issued subject to the regulations contained in the Erosion Control _ Tigard Nunic',nal Code, State of Ore. Specialty codes and all other Excavation Insp applicable laws, All work will be done in accordance with Fill Inspection _ approved plans. i.is permit will expire if work is not started Grading I n s p within IN days of isaw��ce, or if Park is suspended for more St ro Drain I n s p than 188 days. ATTENTION: u egon law requires you to follow rules Reinforced concr adopted by the Oregon Utility Notification Cc:tir. Those rules are Engineered gradi set forth in OAR 952-81-011 throu14 GM 952-014604. Your may Final Inspection obtain copies of these rules or direct questions to OX by calling a (583)246-9187. — -- OC --- F— _ m Issued by: Permittee S _ ignaturet 6z- M51 u ++4-+++++++++++++++++++++++++++++++++++++++++++++++++++++++++t++++++++•f++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day ++:+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Plan check It ��C CITY OF TIGARD Site Permit Application Rec d By 13125 SW HALL BLVD. Private Grading, Paving, Site Accessibility Date rtec d a r' TIGARD, OR 97223 Retaining Structures, Utilities and Related Work Date to P E. (503) 639-4171 X304 Date to DSTPermit it .SL 77 Called Print or Type Incomplete or illegible applications will not be accepted �•oi !Name _ Utilities(Complete all that apply) Job Address Add`res`s 11 ZIW 11fVt' Storm Sewer 0 Linear Ft. c ' i Sanitary Sewer _ Owner Mailing A dress Fresh'Nater Linear Ft. 1 �1gttState Linear Ft. Zip Ph _c Catch Basins v " 3 rs X ! Name Clean Outs General :3�"- N ., Contractor Mailing AddressLI& Descnbe work to be done: Pnor to �7 r � New Additions] AlterationC Repair(] i mvicani must Ci Ists ZID Phone Additional Description of Work: otowire as `� all mr t actor Statiiii Const. Cont. Board Lic. 0 ExD. Date arc matron in COT Susmess Tax or Metro d Exp. Date CJT iatabami Name Project Valuation Architect Mailing Address / s ""i t \ Plan Submittal: (3)sets containing tech of:he r If (,r�`» following,must accompany this application: C tyiState Zip ?hone Site plan with Vicinity Map Parking tincluding I Showing ADA comoliance ADA)3 Lighting Plan Na a -• r---- Grading Plan and details Landscaping Plan i Engineer Mailin Add r ` y�\ C� \ Erosion Control Plan and Retaining Structures l� \ `� details Including calculations L3 7T City/State Zip Phone S.te Utility Plan and details Soils Report QC) \S �-, S 3 ishowing cannec,lon,o I of required) aooroved s sterni ti.ccavation Volume ;hereby aclincwiMge;hat 1 have read this apoication.that the tl ;Soils report required for>5.000 cu. Yards �� 1�� aHoanation given is corrocx,that I am the owner or outhonzed agent of the owner.and that plana subs idled are In corrgliance F I cu.yds. with Oregon State laws. U) Fil 'lciume iSignature of OwnerlAAmt ( Date (Sols report required for>5.000 cu. Yds.) cu.yds. ' m ll�r"4— 'Pill the fill support a structure Contact Parson Name Phone (E,igineer required if ans,ver is yes) YESC NO ) I J _ .a w Rehiring structure?(check one) r'Roc . FOR JFFICE USE OVIL r CMU Notes: CConcrete Other Tcral new impervious area including all Land UCasy�Q� Map(rl.ax tuildings sidewalks and paving l�t.J Sq. Ft, -t<(-- // .csts%iteaop doc sass 7- 10 -YV Rrmit 4 Account Descnl2tign Amount Amt" Pd" Bal. DCA rZfz- 4r= Build. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) ELC/ELR Permit (ELPRMT) State Tax (TAX) ,i' Jt Bldg: Plumb: Mech: ELC/ELR: Plan Check Build: (BUPPLN) Plumb: (PLMPLN) Mech: (MECPLN) CDC Review ( NDUS) Sewer Connection (S A) Sewer Inspection (SWINS Parks ev Charge (PKSD ) Commercial TIF (TIF- Industrial TIF (T -1) Institutional TIF IF-IS) � _ Office TIF (TIF-0) Mass Transit TIF (TIF-MT) a Water Quality (WQUAL) U) Water Quantity (WQUANT) �$ �� 373, 1#3 J m Erosion Control Permit (ERPRMT) 'y Erosion Planck/USA (ERPLAN) �,} S _t_ Erosion Planck/COT (EROSN) Fire Life Safety (FLS) j TOTALS; CITY OF TIGARD BUILDING INSPECTION DIVISION MST _ 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 G BUP _Date Requested AM PM BLD location7 11 I ALF.�-Q _ � "{'"�. Suite _ MEC Contact Person Ph PLM Contractor Ph SWR LDIN Tenant/Owner ELC _ eir"Wall ELR Footing Access: Foundation ti << FPS Ftg Drain Crawl Drain Inspection Notes: SGN Slab SIT 1 Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing �(G Firewall Fire Sprinkler i Fire Alarm i Susp'd Ceiling Roof _ M' n � PART FAIL —� _BING Post&Beam --' Under Slab Top Out Water Service Sanitary Sewer Rain Drains Final MASS PART FAIL MECHANICAL Post&Beam — Rough In Gas Line Smoke Dampers Final PASS PART FAIL ELECTRICAL CL Service (KRough In U) UG/Slab Low Voltage — Fire Alarm Final m SASS PART FAIL 0 SITE W -� Backfill/Grading - - Sanitary Sewer Storm Drain [ ]Reinspection fee of$ —required before next inspection Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ J Please call for reinsperaion RE: _ ( ]Unable to inspect-no access ACOA Approach/Sidewalk �7 Other Date�' � Z- � Inspector Est _ Final PASS PART FAIL J DO NOT REMOVE this Inspection record *om the fob site. t " MSSInc* BUILDING DESIGN 631 -9.W. Fourth Street ENGINEERING CONSULTING Cors,nilb,Oregon 97333 CCNSTRUCTION MANAGEMENT Phone:(541)'763-1320 SURVEYING FAX: (541)753-59513 SUBDIVISIONS June 2, 1997 Greg N. Derry P.L'. Utilities Engineer City of Tigard 13125 SW Full Blvd. Tigard, Oregon 97223 Re: Response to Plan Review 97-0005 Re: Downstream Storm Discharge Impacts Tigard Covenant Church, MSS INC Project No Y306 Dear Mr. merry Requirement: The applicant shall demonstrate that the storm drainage runoff can be discharged into existing drainage ways without significantly impacting properties downstream. Response: Based upon the assumptions and the analysis attached hereto, storm drainage runoff from the subject property can be discharged into the existing drainage way without significantly affecting downstream properties. Assumptions and Conditions: I. The drainage way connections from the subject property— study point A—(see Section 11) is a 12 inch dia Ductile Iron pipe(176 fl and a 15 inch diameter I IDPE pipe, in Neave SU-em, which leads to the intersection of 109"'Ave and Neave Street nt the SW corner of Arbor Heights apartments,. These pipes are laid on a 0.36% slope and have capacities of 2.13 CCS and 3.87 CPS respectively which exceeds the pumped discharge of 0 6 CFS. (See Section I- On site storm drain design and Reference: As- built drawings from Arbor Heigtlt Apartments- Triad Development Co., W&VP a Project No 4-1344-05-03. Private Communication), 2. Di-ninnge way connections nlong Neave street going in southeasterly direction to the South Casi col ner o1 Arbor I leighh(to Study point I) Consist of n .30" slornl drain J (I IDPE) laid on a 0.36% slope. This pipe has a capacity of 24.6 CFS. The storm drain ap flow for a 10 year storm from Arbor Heights Apartments to the pipe is 24.9 CFS (See C7 Section 111) -J 3. This discharge of 24.9 CFS to study point I, includes the storm runoff from about I acre(0.92) of the adjacent parcel (Tigard Covenant Church) as calculated from a 10 year storm event. This upon development has an estimated runoff of: I I�lVc qt I�V'Itt 1l1i1'I S�7.L'nliQnnhd Q =C 1 A =0.85 (2.101(0.92) = 1.64 CFS by providing detention and a pumped discharge of 0.6 CFS, the net discharge is leas than anticipated by the W&H Pacific design. Therefore, the impact on the existing storm drain system and downstream properties has actually been reduced by a small percentage. 4. The summary of that study as outlined in a letter from Mark E. Boguslawski P,E, from W&HP shows an estimated peak flow in the 30 inch storm drain running south of 39.9 CFS, where the drain has a design capacity of 163 CFS. The reduction of 1.0 CFS from the church development then produces the total discharge at study point 1 from 39.9 to 38.9 CFS. 3. At the second study point in the W&UP study at the intersection of SW Summerfield and SW Highland Drive, there is an estimated peak flow at that point of 44.7 CFS which with the inclusion of the 0.6 CFS resulting from the church storm drainage would reduce to 43.7 CFS. The capacity of the 30 inch storm drain at i.5 % slope is 88 CFS, which is adequate to receive this discharge. 6. By inspection lire remaining reach of the drainage way Rom the second study paint to its outfall (of the 10 inch storm drain) there is a 48 inch diameter concrete storm drain which leads to a well incised drainage way that leads directly to the Tualatin River, shoidd have sufficient capacity so as to convey developed flows from the project sit without impacting adjacent properties. Si/pires l 40 ers PE MSS INC 30/98 OwN" vG 6F , ,iDy's-Eld w y Yi4�f.a CY s IliWtntlrt`R()fI!('7Yi17.2?4UIRmd+J . . DOST left CONC. PIPE L. FNIR i i `' -� pAVVEEMENT CR�AVNEL .( / '30,5 / W i 0 / i '• PAVEMENT !� i • 570,0 7.5 fp Ily cn •s .o. / ® zed � PRC, WJ QREgO p 'lei op/ A�N SEO • / . • � ' zee ..._--� Co. 290 ELEV. MO.. +' �� RB INV OUT 227.0 /.. fir, `13�" Lia, -� 9 10 x to r,, p� M RUN- 2 UN-OFF - K- noN1 1- -x1 S• INLE _ CURE / 3CON r ETE PES 4 3' e ?' FI 3034 A P p�N00K YFUTURE S1 TE „08 r IV DR IV pip / •� , /� 00 @� ? ` L ._ r M� h �@- i/ 24'7RIM Mf `c'i , � y4f/ �'� `/1 INV OUT 245. 0 INV IN?. / l 0.50 INV IN 2 INV OUT EI . STRIP DRAIN IM 232 00 1 i SEE DET. SHT DRl►(3 NE �. Q � � / x� r yTO hETENTION /'� / lot, ORM 4tUN-OFF B” -3034 TO INLET Tr % ,, ,ice Al- 3" CURB o r - C REQ , f r._ �� _ THRU C.-., R 3� CURB DRAIN / / I C hd' ,m / , TNRU CO(dC RAMPAN U r Art FIE!C lK.ET STRJCTURE �* RIM ELEV. 231.8 BA �} �*� 1 / / 1 u (�y ---- l SEE ' 1 3 W-1 r \ P,`0 /"CATC./ �"' DET �� ' a-,I INV 0'J1 C aEVI { 8 SIN I ' - 2 W. _-� FI SH SLAEi �' r 1 . 2 .15Sa i — — I y 11 tp O - G 'E r11NJJJ !t I STRIP CATCH 8 N iNIOIL-VA TER SEP WA TOR 230' - R AINI w TIG AR-0 GoVEwA&j-F �, .� .. .._. _ ._ - = •: _ ! �� o e CM uQcH . CMA4114 GE. Ui-S IBJ Mft ` r `\ Tigard Covenant Church Afternato for notafning wall "E° hIM�e111�[NOt�xQID�D�NCIc�M� Structural calculations, Detail and Installation Specifications 11/23/97 pro%eci 1369 ✓�� 10. `4�y \• N SEND EXPIRES 6/30/08 Table ofContents: Descriati�._t.�. Pale Detail 1/1 Design Assumpilons, Calculations 1&2/2 a R Installation Specifications 1-9/9 U) CITY OF TIGARD Approved................................................ l Conditionally Approved.. .......................( m For only the work ?- described In: W PERMIT r1o._B012,00-06 XWO-� Sea Later to: Follow............................. .( Attach.............. ........... Job Add re . 1i4 j___0— __.. By: Date._ i 17A91? MSS Inc. CAP STONE ITEM 32101 OR 32102 6W 6W 4TH STRAIGHTFACE 4 H08"Wx12"D 00IIVALLS1111•ORO'l2= (611)76!-1=0 KEYS1 ONE UNITS 12' 12* 41 -- STRAiGHTFACE 90 FINISH GRADE BACKSLOPE OR A/BLOCK 8"HxB"Wx12"D SURCHARGE ITEM 22101 GREY OR ITEM 22102 TOM. ,!; -LOW PERMEABILITY JOIL PR OFf SETBACK/ .�'i'�, REINFORCED ^' tS SOIL. ZONE C.. SNR♦� p BATTER 1:8 : �. 4 LAY GEOSYNTHETIC ✓Q 1 Q. c� a AGAINST CUT BATIK TO SE AOCOMPAC. I ' ` I�PREVENT SOIL u r MOVEMENT INTO ROCK .. ;FYSTONE UNITS �.�'i;:i <� �.. .. G 0 YNTHET _j EXPIRES 6/30/98 TOT ` AMOCO'2002 ' SAND AND DRAINROCK . a v PORUS MATERIAL COMPACTED TO 9OR I A e 1 O.D. (STD, PROCTOR) REIMNED i SOIL ZONE FINISHED GRADEA I ,f �';' LIMIT OF EXCAVATION (ROUGH CUT) 11 r LE,/ELING PAD —UNIT CORE FILL/DRAINAGE 1"-0" COMPACTED TO 95% O.D. 4" PERF. PVC W/GEOTEXTILE (STD. PROCTOR) -----___AMOCO 4545 WRAP. DRAIN TO DAYLIGHT. 4' +/- DRAINAGE COLLECTION PIPE. a_ ALr0E51W Foe R.E MAil 4 UALL E ♦x NOTES: f•" -WALL HEIGHT IS THE TOTAL HEIGHT FROM TOP OF UPPFRMOST UNIT TO BOTTOM OF LOWEST UNIT, FOR THIS WALL 8 11 N -MINIMUM WALL EMBEDMENT IS B" OR HEIGHT/20. -SUBSURFACE SOILS SBV-3000 PSF W/7 FT WT -UNIT CORE FILL/DRAINAGE IS 3/4" CLF-AN CRUSHED STONE. -LEVELING PAD IS GRANULAR OR CRU,HED STONE BASE MATERIAL (COMPACT TO YIELD) Co -AIL BACKFILL MATERIALS ARE COME ACTED TO 9076 MAXIMUM DENSITY a -GEOGRIDS MUST BE OF APPROPRIATE TYPE AND LENGTH PER THE DESIGN USE AMOCO 2002 OR EQUAL. Lu FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE TO AVOID PONDING BEHIND WALL J -FILL ALL VOIDS IN BETWEEN KEYSTONE UNITS W/ SAND AND OR DRAIN ROCK COMPACTED TO 9011 OF MAXIMUM DENSITY T/C ARD COVgAlAIUT CHU2C N DATF NOV•97SHEET �� 5�F ,,3•w,'_a• REINFORCED BLOCK WALLS w" "P WALL COMPONENTS Fllf 2345 OF � SHEETS • 77G A�¢.,o Co✓�u�" eta¢¢�� -____...------.-!_ ..__...._..._____.____ _. ALT. 06sl6N ?Z�2 R.V T I AJC. (gJALL #AL I 7NAL IVAU.NT-+ 8k � 8 .s ►�oNr FAcAr dices-K AGE, fo cC,c, r 44\ OgM40N lop tiH SEAO�' � --iyY- EXPIRES Ar. IL �y 5 s ui W J f 3S� (0.3 //5- w� And oyttZ L�-/ .�r(rb.6�o.�r>= zs,/ �4# fly 76 ly. Jfo y IL 60P f y:�l orC -61ow //ls Ao Ol o w/ ohtoo" 9 G ✓� 10. �oLLI SEAU7a a MOV" aWLA 36V I-33: 412. ac w- 4 W es uk ' s 1 I INSTALLATION With proper design methods, Keystone Retaining Walls can be built to retain a variety of site conditions. Before construction begins, review "Design" guidelines and "Basic Engineering" requirements, Will the retalnl t7 wall he a "non-critical" structure falling within basic design and construction metho s or will.it be a "critical" structure requiring engineering documentation? The following list describes site conditions which may require engineering consideration. Consult iuliding officials for specific local code requirements. For questions relating to the unctionallty of the Keystone units in any of these conditions, contact your local Keystone representative. 1. The wall height, including terraces exceeds six feet for Standard Units, or three feet for Mini or compac Units. 1. The wall will be built on unstable s IIs, such as clays or organic materials 3. The wall will encounter hydrostatic loading or erosion from wave action, drainage or site runoff. 4. The wall will encounter loading coticlitions resulting from slopes or structures behind or above the wall. S. The wall will use geogrid soil reinforcement or other mechanical anchoring devices. The following construction procedures assume that all design or engineering Issues have been addressed. These Installation Instructions apply to the Keystone Standard, compac, and Mini Units. Proce d with construction using tools common to the construction Industry. Tools to asst t In layout of the wall (Le. tape measure, level, transit, string line and stakes, etc.). Vou will also need equipment to dig the trench and place/compact backfill. Finally tools to assist In unit cutting for adjust- ment, corners or building against a vertice I surface (i.e. hammer, mason chisel, masonry cut saw, protective goggles, etc.) SUP ONE: Prepare The Site. Remove all surface vegetation and debris. This material should not be used as backfill, If required, excavate site soils to allow for placement of the Keystone units. If the wall Is 0o being built on fill, this step may not be nece sary. S1EP iWO: Excavate Base french. After selecting the location and length of the,wall, excavate the base trench to the designed length, width acid depth. This low is the first course below grade creating a passive wedge of soil to resist sliding. In add tion, it helps prevent erosion and scouring at the base of the wall. The base trench should be wide enough to allow for the Keystone unit and drainage zone. The drainage zone, n area of crushed stone or gravel material, promotes the release of hydrostatic pressures (see STEP SIX for specific depth requirements.) ON 119 .:.: INSIALLAPONIL 2. Construction of a wall on a slope RE 2.1 f(figure 2.1). When using the typic I base rench guidelines, the amount of p ssive soil in front of a wall constructed o a DEPTH OF BASE TRENCH slope is reduced significantly, This • 8 requires an Increase In the base tre ch to meet minimum requirements. o weoc,� 2 Ql>FS110N: What should be the de th of the base trench for wal 1 constructed on slopes? MIST TR: Minimum distance from frontor of first course to daylig on the slohpe + run of the sl pe $Ash LEVELING PAD(BLP)) + depth of base evelof units in radae DEPTH Or UNITS BELOW GRADE a depth of base trench elow grade. E1UMPlE: S' + 2 (run of slope) = 2 S' (depth of units below grade) + 6" 3' (depth of base trench below grade.) 3. Stepping units up alrmg a sloping grade (figure 2.2). When the grade running parallel with the wall is not level w h the top or bottom of the Keystone units, the depth of the base trench and ppth of the units below grade will vary, Maintain the minimum depth of b rled Keystone unit appropriate to your wall height. F x.2 v MIN DEPTH 0Tit �., BURIED UNIT KRw UNITS STEP — _ _ �—LEVEL GRADE UP GMbr �.� SL PING GRAr,E S1EP �HRfE: Place And Co � -- m Compact Base Leveling Pad. Begin first by selecting the proper base levelliig pad m;:f;►rial. J 00110h What material should be used for the.base leveling pad? ANSWER: Granular inorganic grave (I.e. Class N5, burrna, road base). Its maximum pparticre siZ u 3/4". Its minimum particle size is not more than 10% of the v lume passing a No. 200 sieve. Using larger options. material will make levelin more difficult. The following are specific AA GZ •d GGL T9ZgOAS-a t MN a Id ta11d SHO19ANN 9T;i T T AS-00-60 ✓! ? . INSTALLAI N 1. Crushed stone (3/8" to 3/4") in areas with high moisture levels. 2. Angular sand, stone sand, etc. in areas with low moisture levels. 3. A 2000± psi reinforced concrete fooling. This option is used only In critical applications as recom ended oy an engineer. 4. A 3500+ psi reinforced concre a footing. This option is used only in critical applications as recommended y an env!n"r. Note: Do not use pea rock r rounded aggregate for the base leveling pad. The rouhded surface o these materials yields low friction In compaction and allows a gre oter potential for wall movement. Place selected base leveling pad material an i compact IG RE 3. with appropriate equipment to achieve prol ier density. sE compact granular materials to 95% Standar I Proctor or VILING 90% Modified Proctor (soil testing standard to determine % of maximum soil density). Crushed ston should be compacted to yield (Proctor testing can not be performed on crushed stone material.) Requirements for the type of testing program, locations and frequency Is he responsi- bility of the engineer of record or owner. C mpact the base leveling pad to a level condition. Check for accuracy using a transit or hand level. Use some san c or fine granular material for minor adjustments. If i concrete (non-reinforced) leveling pad is being used, set batter boards, pour concrete and screed level. When building on a level grade condition, Oje base leveling pad can be placed for the full length of the wall before Keystone units are Installed. Walls built on a sloping grade tray require a stepped base (figure 2.2). In these Conditions, the base leveling pad and the first course of Keystone units are Installed for each length of a step In grade (figure 4,2). Beginning at the lowest elevation, place and compact the base leveling pad material. a Next, install the first course of Keystone unita. After leveling and alignment of these units �a Is complete, place and compact the base leveling pad for the next section of itep in rn grade. While doing so, place the same leveli g pad material around the units closest to the step in grade to stabilize their position. he top of the last Keystone unit becomes the m top elevation for the step-up leveling pad. If site conditions necessitate building in the . opposite direction from a high to low elevation, this Is possible, though significantly less W efficient. This method will require greater A II to level and align the base leveling pad as you build down from the 13st Keystone unit tPthe next course. so 9Z 'd SSLT9Z9E95Wa1 MN OId10dd SNO19A2X 91;: 11 Le-CA-BS i 41 INSTALLATION STEP FOUR: Set And Align The Base Course. Begin at lowest wall elevation. Place all uni parallel 'FTSE 3.2 to the alignment line. The machined edges (figure ' 3.2) of adjoining units should contact each )ther. This procedure applies to straight walls. If sl Ig mater- SMOOTH MAC INED EDGE lal protrudes past the corner, chip back to a "ow cor- ners to contact properly. Be sure all units a set right side up. The top side has four pin hol s cen- terM hotwr.en the two kidney receiving hol it (see figure 4.1). All units should rest firmly on t e base I leveling pad. If any rocking motion occurs, djust base leveling pad material or units to achlev solid contact with this surface. ` Check and adjust the level and alignment ofall units. The position of the base course determines t e alignment of all succeeding courses. Adjust ents to alignment must be made at this time. Do not align the units using the split ce surface. Instead, verify the proper posi- tion of all Keystone units by examining a str Ight line across the back of the unit or over the top o unit RE 4.1 holes (figure 4.1). ALIGN.ALONG PIN HO �� / B/NCK OFUNI R Level Keystone units side to side using a 48 or r longer level. Units can be leveled front to back using ?QE,oF UNIT a minimum 24" level. If a level/transit is use , spot PIN HOLES check every 4th or 5th unit. The top surface of two PAPAtLEL UNITS adjoining units should align (+) or (-) 1/8". inor ` LINE IGNMEIV height adjustments can be made by tapping he unit \Z with a rubber mallet or by placing small am nts of coarse sand under the units. Applying exces ive ver- tical force in an attempt to adjust the height lige- •�" 'm ment could produce stress fractures. Placem nt of . W more than 3/4" of loose sand material could ead to —' unacceptable settlement. UN.v' N SPLIT J FACE SURFACE ALIGNMENT LINE LZ 'd BSL T SIC69na 1 MN 01 d 1 DMd 9NOJ.OA2X 40: 11 Le-09-6( INSTALLA110N L= I Base course units can be placed for an FIGURE 4.2 entire wall length or for a small seg -47 - ment of the full length. To reduce the movement of base units from construc- LEVEL UNITS SIDE TO SIDE tion equipment, fill in with core mater- FRONT TO BACK Tal after placement and leveling of each ten units. When placing the base course for wall with stepping grade, set all units at the lowest grade elevation first. Secure the position of these units j as described in STEP TWO. placement of the base course for the next step in �•.•� grade should begin by overlapping - . units (figure 4.1). This will ensure �,4 proper interlock position for additional o EMP SPBASE units, u 4MMN S OPING GRADE SIM FIVE: Insert Fiberglass Connecting Pins igure 5.1). Before Installing the pins, select a setback/ba ter option. "Batter" is the slope of the face of a wall upward and backward so that the veall leans into the embankment being retained. With Keytone, batter is mechanica ly controlled by the pin position. Units with four pin holes appearing in the top of the Keystone unit have three batter options;1:8, 1:16 or 1:128 (near vertical). Units with only two �-- pins holes appearing in the top of the Keystone unit result in a 1:16 batter (figure S.1). Sa 01014ordASs PIN�- a QUESTION: Which batter option sho Id be FRONT PIN HOLES used? ANSWER: A 1:16 or 1:8 batter. Non- reinforced o reinforced walls should use this _j 0o batter for greatest stabill y. Straight walls are well su ted .0 for this batter option. A 1:128 (near vertical) batter woi ks well for tall geogrid rein reed walls or walls with tight adius curves and corners. RACK PIN HOLES 52 9Z 'd SGL 19Zgeog-a I MN O I A I DVd 9HOJ.9ASM 90117 Le-e9-89 j INSTAL "All ON vy. Place two Keystone pins into the pre-forme holes In the top of each Keystone unit. In some cases a light slag flim may cover part r all of the hole. In these colnditions, use a hammer to tap the pin through the concret slag and Into the opening. Once In posi- tion, a minimum 1-114" segment of the pin should protrude out of the opening above the top surface of the unit. Note: Always lace pins before placing unit core/drainage material to avoid filling pi holes with aggregate. FIGURE 1:8 BA T ER 1 BATTER4 ALTERNATE BETWEEN � WALL BATTERFRq��T PIN HOLE HACK PIN HOLE.POSITION P051TION AND BACK PIN HOLE POSITION l •Actual setback maty vary Rightly by a region. Consult your local Key(one rep. k I ----PIN CON- TACT WITH KIDNEY HOLE CONBATTTROLS HOLE ~ LE FIBERG $S CONNECTING PINN a oil iVI G U) ---- STIP SIX: Place Unit/Drainage Malterial (Figure 6.1) m Fill the Keystone unit voids and drainage zone with an Inorganic free draining granular material (preferably 3/4" crushed stone).The nit voids are the openings and spaces between units. The drainage zone is the combined area of the unit voids and/or addition- al area behind the unit. The width of the un /drainage material should be approximately 24", measured from the wall face to the bacl, of the trenci;. Certal;t the conditions mAy require a greater width of this material. Place material Into the speclfit,d area. A crushed stone material will consolidate naturally. Gra ed granular or coarse sand material may require hand compaction. do not operate a y automated compaction equipment direct- 6Z 'd SSL 19Z9c9S_a I MN D I A I add SIN019ASIX 6E: t t 46-0e-6! 7r INSTALLATION ly over the Keystone units in an attempt to compact tills material. This may result in stress fractures. Proper placement of the FIGURE 6.1 unit/drainage material serves Ihrr_e important purposes. First, placing this material between units on adjoin- NAGE Ing courses creates a positive Interlock between units. If geogrid reinforce- DRAINAGE ZONE ment is used, friction interlock with �\` UNIT VOIDS the wail face is significantly Improvedn . In addition, this material will increase \� the overall weight of each Keystone do unit; a very important feature for sim- ple gravity retaining walls. Finally, it *' will permit the release of hydrostatic o pressures which build up behind the ••�� wall face. The anit/dralnage material used in this procedure should be the same as is described in STEP THREE: (Points 1&2). Fine grain material p.e. sand), should not be used In that water flow may move some of these particleEay t of joints between units and over the wall. The presence of soil on tli: unit faces cause some discoloration and an unac- ceptable appearance. Large aggregate matelal, such as crushed stone will filter most soil fines found in retained site soils. If it is deter, Ined that fine grain material can move through the unit/dralnage material and out hrough the wall face than a filter'fabric a membrane should be placed between the u it/drainage material and the One grained backfill soils. Selection of filter fabric should a appropriate for soil types and drainage needs. This back-filling procedure should oc ur after placement of each Keystone course. When building with the Standard Unit, an al ernate technique may be used The site of J this unit and its voids will allow them to be 111stalled up to a maximum of three courses on high prior to placement of the unit/drainage material. To use phis construction proce- dure, the drainage material must be clean 3/ crushed stone. Natural consolidation of this material will occur during construction. f geogrid reinforcement is used, backfill units before placing geogrid layers. Attempting to backfill through the geogrid openings will not allow the placement of the unit/drainage material Into the unit voids. 54 SSLT9Z988S�QI MN 0191O1rd 2NO19ARM SbITT LE-00-69 i INSTA:11A7110]N STEP SEVEN: Backfill And Compact Soils The depth of this area will vary depending on the site conditions and construction proce- dures used. Walls constructed In a fill condii Ion will require the placement of large vol- umes of material. Walls built into cut conditions will require varying quantities of material depending on the amount of over excavati n. The same placement procedures apply for ch condition. In general, all soils should be placed in no more than 8" thick lifts, the h Ight of a single Keystone unit. More specifi- cally, the proper thickness of material placed in a single lift is dependent on the type of soils and compaction equipment being use , For example, crushed stone (used for unit/drainage) may be placed In maximum Ifts and will compact with minimal effort. ,"Aosr. inorganic site soils, easily influenced b moisture levels. must be placed In shorter lifts and will require greater compaction effort. Whit ,about compaction? The backfill soils n ed to be compacted to a minirnum 95% Standard Proctor (95% of the soils maximu density). Both the type of material and the compaction equipment need to be consider d when addressing this issue, Soils compact- ed with walk behind equipment will require the placervent of thin layers of material. Using ride-on mechanical equipment will all w placement of thicker lifts of material, Consult an engineer for specific recommend tions. The following are basic guidelines. • Backfill material must have the FIGURI! proper moisture content for Optimum performance when RACKFILL SOIL compacting. RETAINS[?9ACKFILI • Organic or heavy clay material should not be used. These .W materials hold moisture and do not9 '' compact properly, �- • Walk behind mechanical N compaction equipment may be e usecl to compact any soils placed •. J beyond the unit/drainage tone. ~ m • Ride-on mechanical compaction • equipment should be operated not f',." w closer than with 3' of the Keystone • unit back surface • Do not over compact or compact SIVE SOIL WEDGE soils next to the back of the unit In UNI DRIINAGE MATERIAL an uncontrolled manner. This may drive drainage material under the unit, forcing the units out of level, If this continues, the wall may begin to leaii forward. TE 'd SSL19Zgess-al cc MN D I,t t OMd 2N019A8M 8b: T 1 LB-EA-6t I INSTALLATION All soil testing should be performed byy a qualified engineer. Soil tests should be taken no closer than three feet from the back surface of the Keystone unit. While placing backfill material behind the fi st course of Keystone units, fill In the passive soil wed,oe at the front of the units and corr pact. This will secure the proper alignment of all units (see figure 7.1) The following section will give you addition il information on soils, compaction, equip- ment and testing. i I I a OC . I Q_7 W LO•d 55LT9L9E98-dI 1MN i d t DVd �MOlOJtlx tf t t► _ �B-flfl-6fl i Tigard Covenant Church Building Plan Review PC4: 246c BUP#: 97-0065 Page X12 4. / All doors with controlr and hardware shall be of the type ;.(oviding accessibility to persons with disabilities [Section 1109.3]. Hardware on doors shall be lever or ' other shape not requiring tight grasping, pinching, or twisting to operate. Controls shall require a force no greater than 5 pounds--force to activate[Section 1109.31. Provide a Ivey box (knox) mounted to the exterior wall 10' above finish grade and adjacent to the right side of the main entry door. The box shall contain keys to gain necessary access as required by the Fire Chief (UFC 902.4]. It you have any questions regarding this matter, please contact the Fire Marshal at 526- 2502. 6 2. Provide exit illumination having an intensity of not less than 1 foot candle at floor level, and provide a separate power source, such as en on-site generator or storage batteries to operate the lighting system in the exiting system [Section 1012.1 and 1012.21. Clearly indicate f:,11 required exits, except the main entrance, with illuminated exit d /Lfgns. Provide secondary power to one lamp in each fixture[Section 10131. Provide Type 2-A fire extinguishers throughout so that the travel distance to a unit does not exceed 75 feet[NFPA 10.3.2.11. All cabinets recessed into fire-rated wall assemblies, such as for portable fire extinguishers, shall be fire-blocked at top and bottom and have an additional layer of 5/8' GIWB, Type X between the back of the cabinet and the opposing GWB. Provide a detail in the revised plans. 6. Provide door numbers on your floor plan which correspond with your door -schedule on Drawing D10. I7„.1' The exit doors leading from the multi-purpose room to the foyer shall be rated C,V one-hour f OSSO-Section 307-3-(4)} 1 a � oC 8. The exit doors ler.jing from the corridor to the foyer shall be 20-minute N assemblies[OSSC, Section 1005]. 9-. Provide panic hardware on all assembly exit doors [OSSC, Section 1004.4 and M - OSSC, Section 1016.4). 47 The platform shall be constructed with material having a fire-resistive rating of dF' one hour. If storage is present tinder the platform, the floor shall be one-hour fOSSC, Section 405.21. 11. Provide draft stops as required by OSSG, Section 708.3.1.1.3. Tigard Covenant Church Building Plan Review PC#: 2-46c BUPB: 97-0085 Page#3 12. � Ducts penetrating one-hour separations shall be equipped with fire dampers (9 K [OSMC, Section 605]. The assembly occupancy shall be equipped with a manual fire alarm system in fG_ accordance with UFC, Section 1007.2.12[UFC, Section 1007.2.21. I- 4 y The Group E occupancies (preschool, crawlerstwalkers rooms) shall be provided with an approved manual fire alarm system. Sae UFC, Section 1007.2.4.1 and 1007.2.4. (Separate plans and an application will be required). 15. A Class 'B' roof is required. Provide data sheets to show the covering meets this requirement [( SSC. Table 15-A], 16. Deadbolts are not pen, id(Drawing D10, Code Q)[OSSC, Section 1004.3]. lY.' Provide structural calculation to include dr;ding snow loads. 12. Every page or sheet of a set of plans containing drawings and specifications required to be prepared by a State of Oregon licensed engineer must be stamped, signed, and must have the expiration date of that engineers license by his signature. OAR 820-10-620 and ORS 672.020(2). S. When exit doors are used in pairs, manually operated edge or surface mounted flush bolts are prohibited[Section 1004.31. 4, In Seismic Zones 3 & 4, watAr heaters shat! be anchored or strapped to resist horizontal displacement due to eaittiquake motion [Section 510.51. �5. The installation of sky lights shall comply with OSSC, Chapter 24. CL 1. Provide two (2) drinking fountains, one of which shall be handicap accessible N [OSSC, Table A-29-A]. 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 If you W, have any questions. C9 LU a Sincerely, ' At'd �z - Roaert Poskine CBO PLANS EXAMINER June 3, 1991 CITY OF TIGARD MSS, Inc. - 531 SW 4th OREGON Corvallis, OR 97333 t•� Attn: Shawn Gramm Re: Tigard Covenant Church 11321 SW Naeve Street PCS: 2-45c SIT*: 97-0005 We aro in receipt of the site specific seismic evaluation report prepared by Braun Intertec for the church site. A. Please confirm a copy has been submitted to the Oregon Department of Geology and Minerals Industry(OSSC, Section 1804.3.21. ., y B. It is this jurisdiction's policy that the owner/developer provide the peer review of the site evaluation report required by OSSC, Section 1804.3.3 and 1804.3.3.1. i. Submit a written summary prepared by a qualified person having qualifications deemed equivalent to the preparer of the site evaluation report[OSSC, Section 1804.3.3]. ' If you have any questions, please can me at(503)639-4171. Sincere y RK zo � Jim FunkCommercial Plans Examiner coW _! 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(504)664-2772 February 14, 1997 CRY OF R;ARD ORE"N Tom Dack Homestead Village Inc 22299 Foothill Blvd Hayward, CA 84541 RE: Plans Check Number:-222Q This letter is to confirm receipt of your building plans which have routed to the plans examiner. As a reminder, the associated land use case(s) is/are: SD 96-00113 Please be aware you are responsible for satisfying the conditions of the land use case(s) and must submit plans directly to the appropriate staff person(s) indicated on your final order. Your building plans am-not routed to the planning or engineering departments; you must satisfy the land use permit conditions independent of the building permit plans review process. After the building plans review process has been completed, your building a,rmk will eot Issued without apprQyal from the engineering and planning d2parbnerft- If you have any questions regarding this notice, please feel free to telephone me and I will be happy to explain further. a. Debbie Adamski Development Services Technician _ cc: Building the m cc: Planning Department Wcc: Engineering Department 1ADSTMUPLUC.DOT 13125 51111 Hall Blvd., Tloard, OR 97223 (503) 639-4171 TDD (503) 684-2712 February 24, 1997 CITY OF TIGARD Frank Wood OREGON I.M.F. Development PO Box 151 Clackamas, OR 97015 RE: Plans Check Number: 2-460 This letter is to confirm receipt of your building plans which have been routed to the plans examiner. As a reminder, the associated land use case(s) islare: CUP95-0008 Please be aware you are responsible for satisfying the conditions of the land use case(s) and must submit plans directly to the appropriate staff person(s) indicated on your final order. Your building plans .areilM routed to the planning or engineering departments; you must satisfy the land use permit conditions independent of the building permit plans review process. After the building pians review process has been completed, your building Hermit will not be aue without appproval from the angine!vring_annd planning daaartmats. If you have any questions regarding this notice, please feel free to telephone me and I will be happy to explain further. a Bonnie Mulhearn a� Development Services Technician cc: Budding Me m cc: Planning Department ca Engineering Department W 1:%DSTS\BUPLUC DOT 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)6842772 � V March 3, 1997 MSS Inc. CITY OF TIGARD 531 SW 4th OREGON Corvallis,OR 9733.3 — RE: Tigard Covenant Church Bite Plan Rwlew 11321 SW It Street PC9: 2-45c SIT#: 97-0005 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- 4L Sites for structures and facilities shall have a goo-technical report prepared evaluating the soil strength for foundation design, lateral pressures exceeding 1500 PSF, and the potential for seismically induced soil liquefaction a 1 stabilityp trr��rS submitted for review OSSC Section 1884.2.2 and 1804.2.1 . lra"" [ ) �. 6iir k-ev,- (./l.?/f There shall be no underlying land divisions. Provide a copy of the recorded document describing the parcel of land. Provide details and specifications for erosion control. Include a gravel driveway approach, storm drainage protection, and location of slit fencing. Contact n Washington County, Unified Sewerage Agency,at 799-1639,for all requirements. _ Retaining walls shall be designed by an engineer licensed in ane State of Oregon. Provide the engineer's design calculations and details referenced on Sheet S58. Complete the enclosed Soils Special Inspection form indicating the testing agency employed to perform special grading, excavation, and filling inspections [OSSC, Section 1701.5(13)). The completed form shall be submitted prior to Issuance of the I kin site permit. A storm water drainage plan for the parking lot must be submitted for review and approval. Show size and location of catch basin(s), pipe size, and type of materials ca Q (►` _ [OSPC, Section 1108 and 1110). The storm drainage plan shall adequately address the number of catch basins m �� required to handle the parking lot and hard surface runoff. The Uniform Plumbing w .I�� Specialty Code (DSPC), Section 1108, allows a maximum 6" outlet on each catch a �- V basin, and Table 11-2 limits the maximum surface area one catch basin can serve to 7,133 square feet at 1% of slope of the horizontal line from the catch basin. Additional catch basins are required to adequately serve the area. I, 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 --- • Tigard,�:ovenar t Church Site Plan Review PC4: 2-43c SIT#: i,7-UM Page#2 �!1 Sizing of all storm drain piping is determined by OPSC, Table 11-2. Han engineered system_Is to be used. IrAlaij of Table 11-2,_two__sats_of plans Y stamped by anglna3er licensed Oregon and � �in � �' �"°►" calculations must be'st�mfltedfor-r-9-view and approval. Roof storm drainage piping must be connected to an approved storm drainage J Jnr / system[OSSC, 1506, 1804.x'and OPSC 11011. No building shall be constructed, altered, enlarged, moved or repaired in a manner that by reason of size, type of construction, number of stories, occupancy or any combinatbn thereof,creates a need for a fire flaw In excess of 3,000 GPM at 20 PSI residual or exceeds the available fire flow at the site of the structure [UFC, Section 903.3. Complete and return the following form or forms. A. To assfrre Neat an adequate amount of water Is being provided at the building site, the enclosed Required Fire Flow work sheet shall be completed and submitted to the Tualatin Valley Fire and Rescue for their review and acceptance. Submit a copy of their approval and the completed form for our file. B. An approved testing agency shall perform the hydrant flow test In accordance with NFPA 291. Complete and return Nte enclosed hydrant flow test report. ( to Every accessible parking space shall have an access aisle adjacent to the � passenger side of the vehicle, except that two adjacent accessible parking spaces may share a common access aisle [OSSC, Section 1104.11. Provide access aisles and provide a de!dil sheet showing all accessible requirements for accessible parking. 1. Where the accessible route crosses a vehicular way, the boundary between the areas shall be defined by a marked crossing[OSSC, Section 1103.2.3.21. Provide a continuous detectable warning surface on the curb ramp or walkway giving access to the crossing, not less than 36` wide [OSSC, Section 1103.2.4.71. Show design on the detail sheet. _a OC Please submit four copies of revised submittal documents and a letter indicating your ci response to the above comments for review. Please call me at (503) 639-4171 H you have any questions. m Sincerely, w /d��- Jim Funk PLANS EXAMINER Enclosure r+wrrs000uewrrr�MwrsrcDOC March 19, 1997 M.S.S. Inc. CITY OF TIG'ARD 531 SW 4th Street OREGON Corvallis, OR 97333 RE: Tigard Covenant Church Building Plan Review 11321 SW Neeve Stroet PCB: 246c BUP4: 97-0085 Occupancy Classification: A2.1/B/E2/E3 Type of Construction: V-1-hr Location on Property: Qualities for 100%increase Occupant Load: 764 Submittal documents for the above referenced project have berm reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: Root storm drainage piping must be connected to an approved storm drainage system[Section 1506 and 1804.7 and OPSC Section 1101 J. FaaQry r_nu ,, — Submit Oregon Non-Ratlklentlal Energy Compiianco Fomes 2a, 3a, 3b and 59 through 5c. `?A 2. How do you intend to meet cross-ventilation requirements on the rafter system over the platform area. The insulation depth is greater than rafter depth [DWG 13513 - Section AAJ. The p!atform in the multi-purpose room shall be accessible[OSSC, Chapter 11]. 2. The environmental control (thermostat) and lighting controls shall not be located ,u more than 54' above finish floor for accessible side reach approach or 44' for C� ao forward approach[Section 1109.2.3.61. 0 � 3< Show details on your plans for sink, counter, water closet rooms, etc. on how compliance will be achieved. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 CITY OF TIGARD STOP . WORK ORDER E BUILDING DIVISION 13125 SW HALL BLVD.,TIGARD, OR 97223 _ _ 639-4770) 3� ( S rT �F 1 F PEP'm I T_ JOB ADDRESS: ,��[�,g ,� I PERMIT#: 44 OWNER• L l`r CONTRA R: YOU ARE IN VIOLATION OF THE FOLLOWING: (d TL '.rr11 f - 1 AND HEREBY NOTIFIED THIS T DAY OF _ 19_ AT M, THAT NO MORE WORK SHALL 8E DONE ON THESE P E IES UNTIL THE ABOVE VIO TION AS BEEN CORRECTED AND VERIFIED BY THE CITY. CURRECTIONS SHALL BE MADE WITHIN - DAYS OF THE ABOVE DAYS. FAILURE TO COMPLY WITH THIS NOTICE WILL RESULT-t THE ISSUANCE OF A CIVIL INFRACTIONS SUMMONS. -DO NOT REMOVE THIS NOTICE- BUILDING IN'�R � a QC t- a� al April 28, 1997 CITY OF TIGARD OREGON Braun Intertec PO Box 17126 Portland, OR 97217 PERMIT NO: SIT 97-0005 OWNER: Tigard Covenant Church PROJECT ADDRESS: 11321 SW Naeve Street PROJECT DESCRIPTION: Church TYPES OF SPECIAL INSPECTION: _ SoN special inspections PROJECT NO. EAAX-97-0187 Dear Sita: The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code,pemrit documents,and special inspection requirements. The owner or the owner's agent must also confirm with you that they have auUxxked you to do the special inspection work As the regulatory agency,the City requires that you do tho following: 1. Submit copies of all Inspection reports promptly to the Building Division, architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a frial report at the completion of each category of work that you inspect. (See U.B.C. 3318 for soils special inspection final report requirements). If you fail M comply with the above requirements,there may be cause for the City to revoke your mAhorlty as special inspector for this job. 0. Should you have any questions,please call the Building Division at(503)639-4171. Sincerely, U) _ m Jim Funk U.1 Building Division J Enclosure e�notify eon 13125 SW Hall Blvd., Tigard, OR 97223(503)6394171 TDD(503)684-2772 v April 29, 1997 M.S.S., Inc. CITY OF TIQARD 531 SW 4th Street OREGON Corvallis, OR 97333 RE: Tigard Covenant Church Building Plan Review 11321 SW Naeva Street BUP#: 97-0085 Your plan review response referenced a deferred submittal for the required fire alarm system. As part of the recording process of the subject proposal, the following requirements will be necassary: 1. Deferred submittals are defined as those portions of the design not submitted at the time of the application[QSSC, Section 106.3.4.2). A. The architect or engineer of record shall list the deferred submittals on the plans. B. Each deferred submittal shall be first submitted to the architect or engineer for their review and then forward them to the plans examiner with a notation that each of the deferred submittals has been reviewed and that they have been found to be in conformance with the design of the building [QSSC, Section 106.3.4.21. NOTEi The deferred submittal items) shall not be installed until the design and submittal documents have been approved by the City Building Department's Plans Examiner. Please call me at (503)639-4171 If you have any questions. Sincerely, IL o rt Poskin, CBO Fa.. PLANS EXAMINER yU) J 1prtmysWoeumsnr%bup97�_OO.S SVnu_Me.doe m W 13125 SW Hall Blvd., Tigard, OR 97223(503)634-4171 TDD(503)684-2772 6) April 29, 1997 MSS, Inc. CITY OF TIGARD 531 SW 4th OREGON Corvallis, OR 97333 RE: Tigard Covenant Church Site Plan Review 11321 SW Maeve Street PC#: 2-45c SIT#: 97-0005 The response to our March 3, 1997 plan review letter was wholly incomplete. Please provide the following information: Sites for structures and facilities shall have a geotechnical report evaluating the soil strength (if the foundation design and lateral pressures exceed 1500 psQ, and the potential for seismically induced soil liquefaction and soil Instability y� submitted for review[OSSC, Section 1804.2.2 and 1804.2.1]. 7 The structure proposed for this site Is designated and is regulated by CRS 455.447. < The site shall be evaluated for vulnerability to seismic geologic hazards [OSSC, Section 1804.2.1). l t9' Provide a copy of the Seismic Site Hazard report and confirmation of a copy being submitted to the Oregon Department of Geology and Minerals Industry. The report shall be prepared in accordoRnee with OSSC, Section 1804.3.2. If the myner-desires, a peer review may be provided. 2. A copy of the deed must be received prior to issuance of the building permit. 3. Provide erosion control details 3-2 and 3-71)as referenced on Sheet S7. 4. Construction details including reinforcement specifications must be illustrated on a the plans. oc co 5. The storm drainage system is an engineered system. Submit plans and hydrodynamic calculations for the piping. m A. All fixtures used in the drainage system shall comply with the design Wrequirement of the Oregon State Plumbing Specialty Code. Submit details of oil separators, strip drains and storm retention. 13125 SW Hall Blvd., Tigard, OR 97223(503)6394171 TDD(503)6842772 • � � � � GrIx" Tigard Covenant Church Site Plan Review 1 �� PCg: 2-45c SIT*: 87-0006 Page#2 6. Roof drains cannot daylite at curb as shown on Sheet S3 A. Roof storm drainage piping must be connected to an approved storm drainage system (OSSC, 1506, 1804.7 and OPSC 11011. 7. Provide plan details of accessible parking stalls, access aisles, curb ramps, signage and detectable warning at entry to crossing. A. Revised plans shall show details of the accessible signage, including the van accessible sign, and parking In accordance with Oregon Department of Transportation minimum standards(OSSC, Section 1104.1). B. Where the accessible route crosses a vehicular way the boundary between the areas shall be defined by a marked crussing (OSSC, Section 1103.2.3.21. Provide a detectable warning surface on the ramp or walkway giving access to the crossing not less than 36' wide (OSSC, Section 1103.2.4.71. Show the design and specifications on the detail sheet. Please submit four copies of revised site work plans. Please call me at (503)639-4171, x390 if you have any questions. SinSxrely, Jim Funk PLANS EXAMINER tWmysWoam _00.05W-45d.dor, a r- co m w a June 12, 1997 ` MSS Inc. CITY 1 TIGARD 531 SW 4th OREGON Corvallis, OR 97330 RE: 11321 SW Naeve Mechanical Plan Review PC#: 02-47c MECO: 97-0037 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and ether applicable codes and standards. The following commen' are noted: MECHANICAL_1 �r ct° .. " . ,:� `-' *MV 1. Provide an engineer's analysis of each structural member supporting the additional HVAC units (OSSC, Section 106.3.21. 2. The attachment of permanent equipment (HVAC) supported by the building's structural components shall be designed to resiO the total design seismic forces prescribed in Section 1503.2 of the Structural Specialty Code. Provide an engineer's design specifying attachment requirements [ SSC, Section 106.3.2 and OMSC, Section 304.41. 3. The heat/ventilation system shall provide outside air per occupant in all portions of the building (uZ zr, Sectic.i 1202.2.1 and Table 12P). A. Provide outside air specifications on the 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 if you have any questions. CL Sincerely, OC / o rt Poskin, CBO In EXAMINER J W 13725 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 --- June 17, 1997 CITY OF TIGARD OREGON Braun Intertec P.O. Bax 17126 Portland, OR 97217 Re: Project#F_AAx 97-0187 Tigard Covenant Church Site 11321 S.W. Naeve Road SIT#97-0005 A peer review of the site specific seismic evaluation prepared by Braun Intertec for the church site was conducted by Wright/Deacon &Associates, Inc. Please respond to these concaffis noted in the summary and conclusion and provide a readable copy f u orn the georriatrix report, Ref. 4. If you have any questions, please contact me at(503)639-4171 ext. 390. Sincerely, Jim Funk Commerical Plans Examiner c: Frank Wood L IMF Development Inc. P.O. Box 151 Clackamas, OR 97015 ac ca W 13125 SW Hall Blvd., Tigard, OR 97223(503)6994- 171 TDD(503)684-2772 BRAUN" Deaun Interfec Corporation 6032 N.Cutler Circle, Ste. 480 17176 NTE RTEC ad, Otego Pori�ond, Oregon 97217 503-289.1778 Fox:289.1918 Engineers and Scientists Serving die Buih and Nt-h• 1 environments March 26, 1997 Project No. EAAX-97-11187 Report No. 09-03i-2859 Mr. Drank Wood IMP Development 10716 S.E. Ilwy. 212 P.O Box 151 1n Clackamas, Otegou 97015 Dear Mr. Wood: Re: Liquefaction Evaluation for the Proposed Covenant Church, S.W. Pacific Ilwy. and Naeve Road S.W., Tigard, Oregon Definition of Liqueraction Liquefaction occurs when a saturated deposit of loose, tine grained toils (generally sands and sand-silt mixtures) is subjected to strong earthquake shaking. Such loose saturated soil deposit will have a tendency to compact and thus decrease in volume. If this deposit is saturated and. thus, cannot drain rapidly, there will be an increase in the pore water pressure. With increasing oscillation, the pore water pressure can Increase !o the value of the overburden pressure. The shear strentth of a c6hesionless soil is directly proportional to the effective stress which is equal to the difference between the jverburden pressure and the pore water pressure. Therefore, when the pore water pressure increases to the value of overburden pressure, the shear strength of the soil reduces to cert► and the soil deposit turns into a liquefied state. O Evaluation or Liqueraction Susceptibility oc As indicated in our original Geotechnical Repor. 09-037-2781, subsurface mils at the site consist of generally medium stiff to stiff sandy silts and clayey gilts. We used Seed et. al. procedures m and Stark et. al. procedures to evaluate liquefaction susceptibility A on-site soil.c. We also W evaluated the site using Youd et. al. procedures for liquefaction-induced ground surface disruption. (lased on our analyses, we believe there is minimal potential for liquefaction at the site. IMI' Development Projcci No, FAAX-97-01H7 Report No. 09-037-2859 March 26. 1997 Pagr Evaluation of SelS1111C Slope Instahility 'Che site topography consists of an upper terrace in the southeastern portion. The site generally slopes downward towards west-southwest with a relatively gentle gradient. Considering the results of our preliminary slope stability analyses;site's gentle topogrHphy. subsurface soil conditions (ML), in our opinion, the site is not susceptible to seismically induced landslides. We will be pleased to provide such additional assistance or information as you may require in the balance of the design phase of this project and to aid in construction cont►ol or solution 0 unforeseen conditions which may arise during the construction period. Sincerely, t ONIGON Sant M. Adettiwar, M.S., P.r_. Sevier Engineer A0 sma/cal (EXPIR I c, MSS, Inc. aC H rn m W t �inOt�Slrrfk`a.lvfii '.�aar0� rri BRAUN`" Braun mire c mob„ 6032 N.Cutter Circle, Ste. 480 P.O Bax 17126 N T E R T E C Portland, Oregon 97217 503-289.1778 Fax: 289-1918 Engineers and Scientists Serving the Built and Nafu,rol Environments August 10, 1998 Mr. Tom Plescher City of Tigard 1325 S.W. Hall Boulevard Tigard, Oregon 97223 Dear Mr. Plescher: Re: SPECIAL INSPECTION Tigard Covenant Church 11321 S.W. Naeve Road 1 Tigard, Oregon Permit No.: SIT #97-0005 This is to certify that, in accordance with section 1701.3 of the State Building Code, we have performed Special Inspection of the following items: 1. Footings 2. Concrete - Reinforcing Steel 3. Structural tills All inspections and tests were performed and reported according to the requirements and to the hest of my knowledge, the work was in accordance with the approved plans and specifications of the State Building Code and Standards. Sincerely, Charles R. Lane. PE Senior Engineer d. crl:pas F v c: Mr. Frank Wood, IMF Development Mr. David Seaders, Frontier Building Mr. JohnSeaders, MSS, Inc. m C7 W J t \�rnups\cadx\tinnl\cnnx97 187 YUH -23-97 12 :09 PM P. 02 8 R A V N'" .r.un ennrrec Ce r'.ro>tbn 6032 N.Cutler Circle, SN, 460 NTE RTEC Verllaa" 171�� nd, Oregon 91217 503.289.1778 Fax: 289.1918 Engineers and Seienlhh Serving Ow wib and Nalurot Enviranewnb ` June 19, 1997 Project No. EAAX-97-0187 Report No. 09-067-3080 Mr. Frank Wood IMF Development 10716 S.E. Hwy. 212 Portland, Oregon 97015 Dear Mr. Wood-, Re: Response to Peer Review of Seismic Evaluation for the Proposed Cmrenant Church, S.W. Pacific Hwy. and S.W. Naeve Road, Tigard, Oregon We have reviewed the June 12, 1997, letter by Wright/Deacon and P.--ociates, Inc. The following discussion addresses their peer review comments. Geology and Subeurfacc Conditions Our evaluation of soils Is consistent with ASTM D2487-Standard Test Method of Classification of Soils for Engineering Purposes. Sand content is critical to the classification :aid engineering properties, particularly with respect to liquefaction. Accordingly, grain size distributions were determined for samples from four depths in the 51.5 foot boring. The ttists showed, for practical purposes, that 70% or more of the soil is finer than the #200 sieve. Accordingly: 1) The predominualt soil characterisitics will be those related to the slit and clay fraction (-200 sieve) material. 2)These materials should not, in our opinion, be treated as granular, cohesionless soils. 3) Consistencies describing cohesive soils (e.g. soft, stiff, ew.) more accurately reflect the condition of these materials than, do descriptions of relative density a used for eohesionless voils (e.g. loose, medium dense). GC U) Groundwater Our report of March 4, 1997, indicates groundwater seepage at a depth of 31A fret during test m it excavation. Based upon C7 p p groundwater information from the subsequent soil boring. U is our W opinion that the water encountered in March, 1997, was likely due to near surface accumulated, or perched groundwater. It is ottr opinion that long term groundwater levels in this area exist at depths on the order of 26 feet as enconrtercd by the boring. However, the March data suggests that provisions be made to address near surface accumulation and perched groundwater. .Such provisions are detailed in our Geotechnical Evaluation Report dated March 4, 1997. P. 03 JUN-23-97 12 : 10 PM WF Development Project No. EAAX-97-0187 Report No. 09.067-3080 June 19. 1997 Pap 2 Regional,Seismisi�x Our report dated May 23, 1997, does not list the Sherwood Fault since the Geomatrix reference indicates it as having a Probability of Activity of zero(0). With respect to ower faults Usted, we also understand that no recent seismic event in Oregon has been attributed to fault slippage. The fault and epicenter map provided with our report is a direct photocopy of the original document provided with the Geomatrix 1995 report. It Is Intended to provide an overview of past seismic events and faults mer a radius of 100 kilometers from the site. We are currently exploring avenues for providing a more enhanced copy of the document if it Is available from the original source. However, for additional details. the reader k encouraged to refer to the original report. a copy of which is available for review in our offices. site Artrnlincatnpand MrUgtllral Dgskn The following table is taken from the 1994 Uniform Building Code Part 11, 'Table 16-J. _ Table 16J-Site CoeMcientst Type Description S Factor Sr A soil profile with either: 1.0 (a) A rock like materN.1 characterized by a shear-wave velucity greater that 2,5110 feet per, second (762 m/s) or by other suitable means of classif..cation, or (b) Medium-denso to dense or medium-stiff to stiff soil conditions, where soil depth is less than 200 met(40 960 mm). a S, A soil profile with pre-Juminantly medium-dense to dense or medium- 1.2 stiff to stiff soil conditions, where the soil depth rtnumds 200 fleet (60 960 mm), _ J S, A soil profile containin8 mors than 20 feet(6096 mm) of soft to 1.5 ap medium-tatiPf clay but not tm ire than 40 feet 12 192 mm of suft clay. W S. A soil profile comtaining more thatt 40 feet (12 192 mm) of soft clay 2.0 chart tterized by a shear wave velocity less than 500 feet per second 152.4 m./s . IlMe ilia factor shall be established Brom properly subsumbted georochdeal data. In locations where the sled prmpnrtlem are cit known In suffleirtm detail to d.t.tmine tbo soli protUe type. aoii profile S r shoo be used. Solt p*eTi1e 9.nee8 oat be aantmed unless the building offkjal delernlines flet soil profile s t may be pees=at the site, or in the event that soil praft S,is established by geotechnical data. JUN-23-97 12 : 10 PM P. 04 IMF Development hoject No. EAAX-97-0187 Report No, 09-067.3080 June 19, 1997 Pagw 3 As indicated by the descriptions in the table above, characteristics of soil composition, sail consistency, and soil depth arc faders in selecting a site coefficient. In balancing these considerations, we recommend an %classification teased on the depth of soil and the consistency of the soils at depth. Clay %oils were not encounfrred and the soil depth clearly exceeds 40 feet. It is most likely that actual characteristics fall somewhere between the two classifications. While others may prefer an Ss classification, we believe the charactrristics encountered on this site moat closely match and call for an S1 classification. Litauttl' GUM Liquefaction occurs most readily in uniform, fine-grained sanA14. The potential for liquefaction is substantially reduced for both coarser and finer grained soils. The exact mechanisms of liquefaction are not completely understood. However, loss of bearing capacity and consolidation are a flirtction of soil voids. In order to enter a liquified state, soils must loose all their shear strength. For completely cohesionless soils, this happens when the pore water pressure reacheu or exceeds the overburdened pressure. Laboratory analysis on samples from this site showed relatively small N-reenutges of sand. Due to the traction of soils smaller than the #200 sieve, It Is our jcldgement that there is likely some Cohesion available hi the soils. Due to the fine-grained nature of the soil, it is our opinion that the consolidation potential of these soils a-% an immediate response to a seismic event is small, even if pore water pressures do increase temporarily. Terzaghi and .Peck 'Soil Mechanics In Engineering Practice" also notes that in cases where silts do liqueur (e.g. adjacent to piles being driven), the volume of the slit remains practically unchanged and that within a few days or even weeks, the silt appears to become as solid and stable as it was originally. a in The discussion above docs not mean to say that these high silt content soils would remain �- unaffected by a sufficient seismic event. Some loss of strength would be expected, but not J however, in our opinion, to the point of liquefaction for an event of the prescribed magnitude. oa u AWD111111a ,_r We appreciate the comments offered by Wright/Deacon Associates, Inc. However, we believe that an S,classification most closely matches the criteria provided by the code. Further, we maicuain our opinion that the silts encountered on this site have a low potential for liquefaction. IUN-2E-97 12 : 11 PM P. 05 IMF Development Project No. EMX-97-0187 Report No. 49.467-3484 June 19, 1997 Pere 4 A a wthod to enhance the epiceaoer and fault map is beinS sought. In theevent that an enhanced version is available. we will provide It to you as an addendum. in the mean time, our original reference document is available in our offices for review by ytM and others. Should you have anp to ther quetstions regarding the content of this correspondence. or if we may be of ftuther assistance In say way, please contact us at your convenience. Sincerely, William M. Weyrauch, A.E. Charles R. Lane, P.E. Vice President / Principal Engineer Senior Engineer wmw/crl:pas , E4 at Glut rei�e* ti la 7d4 � �4 2 IL a ac U) OD 0 W a elpo„p.�.x1..l.mi�V,nes.�t BRAUN 6032 N. Culler Circle, Ste. 480 P.O. Box 17126 N T E R T E C Portland, Oregon 97217 503.289.1778 Fax: 289-1918 RECEIVED Engineers and Scientists Serving the Built and Natural Environments JUN 16 1997 June 12, 1997 COMMUNITY OEVI'."' Mr. Frank Wood IMF Development 10716 S.E. Hwy. 212 Portland, Oregon 97015 Dear Mr. Wood: Re: Copy of Report to Oregon Department of Geology 7 Mineral Industries, Site Specific Seismic Evaluation- Proposed Covenant Church, S.W. pacific Hwy. & S.W. Naeve Road, Tigard, Oregon This letter is sent to inform you that a copy of the referenced report has, in accordance with State regulation, been forwarded to the Oregon Department of 1Geolegy and Mineral Industries. We appreciate tht, opportunity to be of service. If we may be of further assistance as the project progresses to construction, please call us at (503) 289-1778. Sincerely. William M. Wey auch, E. Vice President / ni Engineer C. wmw:pas r~- ca c: Oregon Department of Q.,logy & Mineral Industries with attachment t7 .J f.\Qmups\enax\mise\a-m\imf6.12 000S� A Report for EWF Development Site Specific Seismic Evaluation Proposed Covenant Church S.W. Padflc Hwy. & S.W. Naeve Road Tigard, Oregon oc f- a� m C7 Project No. EAAX-97-0187 Report No. 09-057-2997 May 23, 1997 BRAUN INTERTEC CORPORATION SEIStiQC REPORT EVALUATION CHECKLIST Report- _eot-'ey,4 a >- c-1 h rc 1 Reviewed by: -�'1-P1= Prepared by 42ffL4-j t 1V ��'1vrr- j TSS' Date: .2 Date /�3 / 7 Yea No NA Remarks 1. Geologic Investigation ® ❑ C] 1.1 Literature Review © ❑ ❑ 1.2 Borings 01, ❑ ❑ Q'Ac f. ,o.n 1- -L r) 'l�i►�1 1.3 Test Trenches ❑ 13 ❑ 1.4 Other ❑ ❑ Q 2. Regional Geologic Setting 1Z ❑ ❑ Ag,,, by r11 �,�Z,C1s�1 A UAkjr !'.e /j 3. Site Geology ® ❑ ❑ 4. Exploration Plan Map ❑ L ❑ S. Logs of Explorations to ❑ ❑ S. Grcundwatee ® ❑ ❑ �i�rmHM f�r�•/ O Z G ____�_ 7. Gecicgic Profile W ❑ G �l.�t��►•l �'�!T r f•�. �� i.�. 8. Material Descriptions 0 . ❑ ❑ 9. Regional Seismic Evaluation ❑ ❑ 9.1 Crustal (M,,=6.0 min) 0 ❑ ❑ 9.2 Intrasiab (M,=7.0 min) 0 ❑ ❑ ,h 1.0 - Affaz fob n f� 9.3 Interface (M,=8.5 min) M ❑ ❑ 10. Design Earthquakes CX ❑ ❑ ,� , 11. Seisric Ground Rescanse ❑ ❑ 12. Recammended Ground Motion 0 ❑ ❑ 13. Landslide Evaluation a] CJ ❑ &�f d,, 4 I _ 14. UquefaCwon Evaluation (29 ❑ ❑ ' ��v... ��V 1ZL,-V&0- 1p-.1 Settlement ❑ [] ❑ ?►uP- latsj(� 14.2 Lateral Spreadirg ❑ ❑ ;] '` w� 15• Other Seismic Hazards � ❑ [� r��,n l� � } , &a-eb 15.1 T surar.i Inundation ❑ ❑ -'em rlfre a ,s A.b/r 15.2 Seic,'-;e fJ 01 Cl it 15.3 Fault Displacer;dnt ® [' ❑ n 15.4 Subsidence ® [] it 16. Reccmmendations ❑ ❑ n i 15.1 Foundations (seis^ic) ❑ ❑ ❑ I/u R l Eta an 1e.2 Hazard %,liticaticn Cl Cl ❑ 1 BRAUN'" kaun tntertec CerporaHcw 6032 N. Cutler Circle, Ste. 480 P.U. Box 17126 N T E R T E C Portland, Oregon 97217 503-2841778 Fax: 2891918 Engineer and Scientists Serving the Built and Natural Environments May 23, 1997 Project No. EAAX-97-0187 Mr. Frank Woad Report No. 09-037-2997 IMF Development 10716 S.E. Hwy. 212 Portland, Oregon 97013 Dear Mr. Wood: Re: Site Specific Seismic Evaluation for the Proposed Covenant Chutch, S.W. Pacific Hwy. and S.W. Naeve Road, Tigard, Oregon At your request, we have completed a site specific seismic evaluation for the referenced project. The scope of our seismic evaluation services generally conformed to the requirements of Oregon Structural Specialty Code (OSSC) Section 2905. The results of our evaluation are described 1 below. Summary of Concludons and Recommendations Foased on the results of our investigation, it is our opinion that the site is generally not susceptible to site specific seismic hazards such as subsidence, fault kuptura, site amplification, liquefaction, lateral spread, landslide or slope stability. Subsurface soils at the site would generally exhibit typical Type S2 behavior. As indicated in Table 16-3 of the Uniform building Code (UBC) of 1994, a site coefficient of 1.2 may be used for the site. General Please refer to the attached report for a more detailed summary of our analyses and recommendations. if we can provide additional assistance or observation and testing services during design and construction, please contact us at(503) 289-1778 or (800) 783-6985. a Sincerely, — H Travis T. Nguyen, EIT m Staff Engineer W J William M. Weyrauch, PE -� Vice President/Principal Engineer ~4h. j1,I I&A. ttn/wrfi1v:cal/pas At. Attachment: Site Specific Seismic Evaluation Report F.\groWs\e=\id sm 1c\enx97.1 s7 y-/y CITY OF TIGARD BUILDING INSPLCHON DIVISION 244Hour Inspaxiort Line: 6394175 Business Phone: 639-4171 Date Requests[: ^. 'i,—/S_90n_ �� p A.M. P.M. _ MST: Location:__ �� BUP: Tenant: ��{ ] Suite: — /Bldg: NEC:_ Contractor: _ — Phoce: �/ PLM: -- Owner: —_ Phone: ELC: _ p _ ELR:_ BUHDING BLDG(con't) WKBING MECHANICAL ELECI1tICAL SITE site PosYBeam Post/Beam Cover/Service Sewer/Stotm Footing Roof thidFI/Sl ab '�„A,�Rough-In Ceiling Water Line Slab Frmning T (_N`M"i(�u'�•(f Gas Line Rough-in UG Sprinkler Foundation Insulation �� Iiood/Duct Reconnect Vault Bsmt Dernp Ikywall Storm Furnace Temp Service MLSC. Masonry Ceiling Rain Drain A/C UO Slab shear/sheath Fire Spklr/Alm Crawl/Found IN Heat Pump Low Volt Approved Approved Approved Approved LApp,r,/NSdwlk Not Approval Not Approved Not Approved Not Appro-ed FINAL FINAL FINAL FINAL FINAL 78 Z7� a m t� - uu J h Call for rein tion O Reinspection fee of s aired before n inspection O 1"sable to inspect Inspector: Date: Parof__ (8q(O CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hair Inspectic-Line: 639-4175 Business Ph(me: 6394171 Dete Requested: — lC? f 1 (, — A.M. P. — _ MST: — OT Tenant._ ' `�z A -'-� C_OV E � _—_— Suite: Bldg: MEC:-- Contractor: S F1 G c--t Phone. 1-- 3 77— PLM: Owner: Phone: " ` A23-!7 ELC-�� ------ -- --- ELR:--- _ _ _. SIT: BUILDING v BLDG(can't) PLUMBING _ _ MECHANICAL .ci jt TRICAL SITE Site Pogt/Beem Post/Beam PoWBcam Cover/Service Sewer/Storm Footing Roof UndFl/Slab Rough-In Ceiling Water Line Slab Framing Top Out Gas Line Rough-In UO Sprinkler Foundation Insulation Se-Amer Flood/Mct Recontact Vault Bs►nt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rein Drain A/C I IG Slab Shear/Sheath Fire Spklr/Alm CrawI/Frnmd Dr t:"i Pump Low Volt Appro,ed Approval Approved ppff)4d Approved Appr/Sdvvlk Not Approved Not Apprrved Not Approval ved Not Approved FINAL FINAL FINAL AL FINAL - ---- - s- ---� -- - -- IL - — ---- --- — -- -- oc t~- U) — -- -- — t� W O Call for reinspec 'on 7 0 Reinspection fee of R required before next insFcction 0 Unable to inspect Inspector:_ — Date:____�-�'�-.c Page_ of 4 -7 J CZE %D CITY OF TIGARDB ILDING MPGC CION DIVISION 24-Hour Inspection Line: 639.4175 Business Phone: 6394171 Date Re;uested: ___ - R- %� ----4A.M — P.M. MST: location _1132-1 GL[ �d t BUP: —_ Tenant: Suite: Bldg: MEC Ya — Contractor: �(� � a l &j � —Phone: _Sl 7-Is c.> [ PIM (hunt:__—_ _ Phone: _ LLC: ----- - �' 1 �-- - --- -- �_ ELR:(::?LAM _ SIT: _ BUILDING BLDG(con's) PLUMBING MECHANICAL_ ELECTRICA SITE Site Post/I3eam Post/13eam Post/13cam a Sewer/Storm Footing Roof UndrM lab Rough-In Ceiling Water Line Slab Framing Top()ut Cias Line Rough-In UO Sprinkler Foundation Insulation Sewer llwxVDuct Reconnect vault Bsmt Damp rhywall Storm Furnace Temp Service MISC. Maoonry Ceiling Rain Thain A/C 110 Slab Shw/Sheath Fire Spklr/Alm Crawl/Found IX Heat Pump ow o I Approved Appooved Approved Approved LAppr/Sdwlk Approved Not Appmved Not Approved ved Not Approved ►L FINAL FINAL FINAL CL �c J W _--____--- O Call lir r.mspe..'1on .-� O Reinspection fee of S--- requited before next inspection O Unable to inspect Inspector. Date: T ' P' -,e Papof CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394 171 2�pG J to Requested: _— �O A.M. -- P.M — — --------- Location: 113 Z �_ S(.t,) Q.«,( _ BUP: Tenant: -n 4-/4r>IZ D — Suite:_ � BIdg. '— —.. MFC:__ —__ Contractor:_ r Phone: _ G)�i�P.5U Owner: Phone: EIC: _ Al BUILDING BLDG(con MECHANICAL ELIV.TRICAL SITE Site PostMeam P Post/Beam Cover/Service Sewet/Storm Footing Roof VndFl/Slab Rough-In Ceiling Water Line Slab Framing Top Out Lias Line Rough-ln UG Sprinkler Foundation Insulation >ewrr Iloodll.hict Reconnect Vault Itcmt(lump I"11 Storm Furnace Temp Service misc. Masonry Ceiling Rein Thain A/C IJG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dr Ilent Pump Low Volt Approvedv Approved Approved Approved Appr/Sdwlk Not Approved ved Not Approved Not Approved NM Approved FINAL FIN FINAL FINAL FINAL 4e W — _— J O Ca11 for rein O Reinspection fee of S_. required before next inspection fa Unable to inspect Inspector: __ __— Date: &,/U Page of _r •- .,6RD Plumbing Application geca _ .,N FALL BLVD. Commercial and Residential Date IRM a ,ARD, OR 97223 CA@ to P 3) 639-.1171 oats to OST Pal a Print or Type ReWAO SWR 04fA&17-C K Incomplete or illegible applications will not be accepted cas«t__________-_ i ,v.tme of CevetoomenuProiec FIX E$ (InOlvicUM) QTY PIRK1 AUT Job SialI-u7 K_t f c L� u U-A. cc Address ret ►ddress WJ1e Fuel 9.0Fuel,Ir ruaStwwer urns. 9.00 3iaq: �'Iv��s1�te :;p itawrunno 9.00 wow Clash 9.00 carr f"w ; r L`attrMasnar t� 9.00 Owner ' arm 9 ress Owe laarsaq!OyPolat 10.00 9.00 t ✓none ctowOram r 9760 7 Name ► am Y.00 � 76.00 Occupant Mai;ng Address g,,,1e"+ water Heater � 76.00 � _ Laundry Rolm Troy 9.00 C huSlata 4!p Phi;-no Uf neiV 900 z l �p Name ` r Cher FixturesISoecdtq 9.W ' 1 (Y t / ✓ 76.00 contractor Ma"Add $wle 9.00 nor to is 'nor r i Zip"Z none aoCimant must , 9.00 2rovtde anOr on.. nnst.Ca-nt.Board t"c.s 6X Date 9.00 contract+: �.�. ] _ �� -._ - 11 9.00 kept* ori Pf"^Diong Uc.t Fro•Oatlt ,/ Sears- tot 10(r \C)o;.3 1 3D-00 p Smw-eoC+atltlMbnat 100' 25.00 - 'or COT COT Butness Tax or Metro s Ftp.0 to .ataoase). Wslor Service•tat too l�•� I , 30.00 Name -�A •1s1or S:rvrce-MMaaoatonst:00' 25.00 Architect \ S' �j (� stone a Ren orae-1st 100 30.00 Or Malting:add ss Suits Stone 6 Ran Oran-caul addraorw 100' 25,00 MobM Hauls Space 25.00 � Engineer may,S;le ,rup Phon! 3-. C-amenerclint Be"Flcfrnr Prevepaw Devon Or Anh- 23.00 Pokorl OlYt I as:-ae.vorx New, :dation O altarstton PFoosor J aesx'termm sour^w a-evennon Cowen, I 5.00 re:ore. �esice tub J Non-residenuny ai J I I aTrap or waste Not Cartrtacao to a Fisnse 9 nn 4c,t:onat description of w:lit I Caton 3san I 9.00 ? d 'tet.of Fx"tu^0r umbeg 40.00 I Delft Ns:,rg use of Specialty Requettted tnsttectons I 40.00 i i :lrrhr „ �)6.2z'tc;ng or property ` 14an Cram.stngto fount✓eweairg — 30.70 use of �\ �„ A \ 3resse Traps wing o y, m nidirq r property_ \� � y� CO (� QUANTITY TOTAL t lyG Jit 'Qu cacoing mmnng or replacing any rxture97 Yes No tsar M w rtser T29"n•s retmrett t Cuarmp rcw;t .# 17 It yes see back of form) 'SUBTOTAL i ,!reoy acknowteoge mat nave read tfns application.that*.Me information ! L 44111's correct.that t am:re owner or authorized agent of"owner. and 3%SURCHARGE I '41 Mang submtttoo are =mchance with C22on Slat!Laws. .ignature of OwneriAgen, oats PLAN REVIEW 2S%OF SUBTOTAL 410w"om f fhtnn an *"Is*! i TOTAL ntact Person Name Phone I -- - �q. "Minimum perrmt feta m 32S-S'S su►ctarge,ext epf Restcenoat Backflow S;IN\ \ \\ "ilil O Prevlrinon Dawn,anion is 313•S%surname A / ::'cats otmaoo-dcc!/4f! rou I 4ewens Name:—1 14" G6X)nAccumulative Sewer Taft no@ swfla:�y� Addresa ZI S'f� rn� a+A.Mr. o Fixture Value Prerioua# Previous Credits CsPped Fbmx= FbMm Naw Now Vaiw Capped eQ vaibe added# added total#a anal Count off#a swot value volues Baptistry/Font 4 Bath-Tub/Shower 4 Jacuz/Whpi 4 i' Czar Wash•Each Stall 4 Drive Through f S Cuspidor/Water Aspirator t Dishwasher-Commo+ 4 -Domest 2 �/ I Z -Drinking Fountain t I I ! Eve Wash t Floor Drain/sink 2 inch 2 3 Inch 5 4 Inch e Car Wash Drain • Gorbago Disposal ie Dom Ito 3/4 HPI Comm Ito 6 HPI 32 w Ind lover 5 HPI 48 Ice Machinell'19frigervtor Orains t OR Sep(Gas Station) A Pecreational Vehicle Dump Station to Shower-Gong(Per Heedl t -Stall 2 Sink• Bar/lavatory 2 i I 1 -7 (,1 Bradley 5 Commercial 3 !a Service 3 / Swimming Pool Filter t Washer. Clothes 6 d (� Water Extractor A U) Weter Closet.Toilet a Urinal • '� I ! TOTALS r -J Total fixture values: Its divided by 1 P --a .7`� EDU -7 DO HISTORY PLM# EDU# SWR# PLM# EDU! BWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# r CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SW Hall Blvd,flVW4QR9W (IM W4171 PERMIT #. . . . . . . : PL!r1S7-00"J0 DATE ISSUED: 10/28/97 PARCEL: 2S 110DB-00..00 :;rPRESS. . . . : 1 SW tdAEVE ST ?_DDIVISICN. . . . : WIl_LCW !BROOK, FARM Z^uNi1VG: R-25 'L7C;'. . . . . . . . . . . LO . . . . . . . . . . . . . . :009 JURISDICTION: TIG -------------------------------------------------------------------------------------- �L,23 07 WO^1�. . :N'7,J `R3AGE D:Sr CS AL3. : 1 MOFBILE HOME SPACES,"� 'Y^-E OF USE. . . . COM WASHING MACH. . . . . . : 0 BA Fl_ PREVNTRra. . : •b_�> 7_ClJr.A^1C'! CRF'. . .2 FLOOR DRPTJNS. • . . . . . ?, . . . . . . . . . . .. . . . • 0 3TOR:7S. . . . . . . . . 0 WA-ER HEATERE. . . . . : 2 CATCH BASINS. . . . . . . . 4 --_ �_nr^_.---__1111_--_._-_-_ _ LaLrF.►T RY T'?AY� , . . : 0 SF RAI`I DRAINS. . . . . . 0 :)INKS. . . . . . . . . . 3 URINALS. . . . . . . . . . . . 3 GRASS TRAP3. . . . . . . . "'!' n•+T rn 2"T-77 ` T •1 0 SE:vcR LINE (ft. ) . 1150 — nl nrE—S. �r Trn .—:A1r ("L 1 are f' .. _��. r- I L... •.4 . • • • a•1'L D:3H';G�SHERE. . . . . I DRP'N ( et ) . SOO ^onsti—i,:% i ._ -�f a new 1, 900 sti, ft. chlx'-ch ------------.--------------------------------------- FEES --------------- TI aFC r'0VE1•'PNT CI tJZC'1 type amo?ar± by date r-E±cat + i��F'. _,•{ DL."ZHAM RD PRMT $ 496. 20DRA 10/229/'37 97-. 004CC :te~^.r `7717 RLLnl t 124. L4. P2 DZR 97 -3 i+ „•� SF'CT 24. 80 ORA 10/_'3.197 97-2324CC 44, Z. BURNS I D2- P01T'-,'I'qD ^^ 9721,,_ 6FIT -34L 644. 90 TOTAL. p� .. . . 0r'"13 ------- REDU I RED TNSPEC-'0N3 ;eroit is issued subject to 1LE ?egui6t:GL5 contained :n t4s `'eWp" Inspect iin Tigard �Gn:Cipai �L�e, State of 11- SPECialt� C�ue3 end ail �tLs?' Water Line Insp applicable laws. All work will to tine in acc:rdance with Toa—or_it Insp _ IL eaprsved plans. This per�it iil: :xp. a :f ►+a:'k :: not star`:: Stor.n Drain Insp 6ithin '92 �cys of issuance, or `.f n-rk :s 3uspendFi fur lure Rain Drain Insp tl) that 183 cat's. A7aJ::'1: Oregcr, :aw regc.res you to fall.?+ rules Mi sc. Inspection _ ad�pte� ty the ^regon ,'tilit'j `;otifi:atian :enter) ''lose r4:Es are r:.nal Inspection l .-LL x., 1, LL:.�.._1 952-C 0;-080. Vcu to se. c. . , in BAR c-t�00.-4011 ,1 ,.y. ..l-R . .• � y Cl Cttain copies of these "tiles or direct giesticns to C: 'Ly ca:lir,;Ui Pel mi' L3 La Sign �• 0le L:.1......L 1.-.L.LT. .L.+.J._;1'117..i..f..+..1.+.-LJ_ -'I"�..L•t-•i-.I..�.�.L.r..�..L 1.L.F+'+"f' -�- -�•�.'.•- -+'i•-1-�-t4. --y•} �_s.�..{.._.i..:.r.._�- _.:.1 : fo-(- an insa _t ; or. neede2 t -.c. ::t b.ra _ne .:s ::Ay L...;.1.1.:..1-.:_.L..L-j.r.+:..:.1.4.L.L. ...:.._?_++.+-f'4..}..t.+J-+-:Y•.i•.....1-.1--f.-L+++-I--+ I...r+-4.-L++1{.1.++-L-L 4.l 4.-L l.il.t_L++•�'a.�...'' J+ Q O 4 1 JV1 a � • W N l 7� -------'-�~ > • _ N N 3 ri PJ ( A N �� N � ! r.�✓ c� \ x \ A � � o v ua- Aa- ---- N ('1 Ad _ tU --r-_ N fu �\ H N W J Q 112 Ina o ----1�------- al f F- I --- W N Cu � N _Xf w N I U I v of x �- — -- ,-t — �' LTJ -N - IAJ Q Q LD z 7 H Zr n- F rN � W L.iJ v z a w f-- Q '^ tY i\ U Z \ a \ \ M \ LD \\ 1 x C7 \ • J97-574 WRIGHT/DEACON & ASSOC., INC. Geotechnical Consultants 19 N.W.5th Avenue,Suite 208•Portland,Oregon 97209•Telephone(503)227-5101 June 12, 1997Frank IMF Development Incx�r orated P P.O. Box 151 Clackamas, Oregon 97015 ✓ RE: REVIEW OF BRAUN INTERTEC CORP REPORT ON SITE-SPECIFIC SEISMIC EVALUATION PROPOSED COVENANT CHURCH L11� SW PACIFIC HIGHWAY AND NAEVE RD. ' TIGARD, OREGON Dear Mr. Wood: At your request,we have reviewed the Braun Intertec report on the site specific seismic evaluation on the proposed Covenant Church,Tigard,Oregon(as reference above). The purpose of the review is to provide a peer review of the technical aspects of the report dealing with geology and subsurface conditions, earthquake seismic history, seismic risk analysis, selection of design earthquakes, and evaluation of specific seismic hazards, including induced landslide potential and liquefaction. This report presents the results of our review together with our conclusions and recommendations. LOCATION AND TOPOCRAPHY The site is located off Pacific Highway near the junction of Naeve Road,approximately 2 miles south of the Tigard central business district. The site is on the south flank of Bull Mountain at an approximate elevation of 230 feet (USGS datum). METHODS OF REVIEW The review consisted of a study of the May 23,1997,site-specific seismic evaluation report by Braun Intertec (?)rporaticm, Portland, Oregon, that was provided to us by your company, IMF IL Developmen', Inc. Your company also provided us with a geotechnical evaluation report (March 4, 1997) by Braun Intertec for our review. The review consisted of a study of the ahove-referenced reports together with reference to pertinent published and unpublished geologic and seismic literature. No site visit was made. The following sections of the report were reviewed in detail and will be discussed under their specific M headings: W _J • Geology and subsurface conditions, including groundwater • Regional seismicity, including mapped or known crustal faults • Site-specific historical seismicity • Seismic risk analysis • Peak ground acceleration (design earthquakes) Walter L.Wright.RE Robert J Deacon,P.G President Executive Vice President J97-574 June 12, 1997 Page 2 of 4 • Ground rupture, landslidr.s • Liquefaction • Summary and conclusions GEOLOGY AND SUBSURFACE CONDITIONS Geologic conditions are described in Section 4.1 and soils and groundwater in Section 4.2. Geologic conditions are described as consisting of Pleistocene flood deposits extending to depths of several tens of feet. These deposits are reported as overlying sedimentary rock. Published geologic information by Schlicker and Deacon, 1967,also indicate that the flood deposits in this area overlie bedrock basaltic lavas of the Columbia River Basalt. It is helpful for geologic study to know something of the deeper bedrock geology. Subsurface investigations conducted at the site consisted of three test pits dug to depths of 7 to 9 feet and one boring drilled to a d.pth of 51.5 feet. These investigations by Braun Intertec indicated the following soil units: Topsoil 12 to 18 inches Sandy SILT Moist to saturated, sandy SILT to 45 feet. Comments: Standard Penetration Test (SPT) blow counts were 4 blows per foot to 9 feet and 2 to 4 blows per foot from 9 to 45 feet, indicating loose to very loose relative soil density. SILT Brown,medium-stiff to stiff, moist(ML)SILT from 45 feet to the maximum depth of 51.4 feet.. Comments: SPT blow counts were 6 to 9 blows per foot, indicating loose relative soil density. GROUNDWATER Groundwater was encountered at a depth of 3.5 feet (March 1997) in the test pits and at a depth of 26.0 feet in the boring. Comments: There was no discussion in the report on the variation in groundwater levels. The shallow depths may be due to near-surface water accumulation rather than a near-surface groundwater level. a REGIONAL SEISMICITY (AND TECTONICS) The report has an adequa,e discussion of the regional seismicity and tectonics with summaries of earthquake histories and the major tectonic zones of the Cascadia Subduction Zone (CSZ,)listed as follows: —� CSZ Intraplate Earthquakes m CSZ Interface Earthquakes O W —� Crustal earthquakes are discussed in detail along with mapped faults. Table A lists the significant faults within a 100-km radius that were taken from G.omatrix, 1995 (report Ref. 4). The report, however, fails to list the Sherwood Fault,with its closest approach to the site of three miles. The Sherwood fault and the other faults listed in Table A are not considered active except for the Netarts and Bolten faults,which are considered potentially active. Site-specific historical seismicity within a 100-km radius is listed in Table B. The list was taken from the DOGAMI database (report Ref. J97-574 June 12, 1997 Page 3 of 4 6). The list is the most up-to-date available and is ca:)nsidered as correct as possible. The list includes 120 earthquakes with a 100-km radius since 1841. The report indicates that there are no reported earthquakes within 10 km of the site. The earthquakes and faults are shown on Figure 3. The figure has been reproduced from the 1995 Geomatix report. The figure is not readable and should be replaced or re-drafted. SEISMIC RISK ANALYSIS The Braun Intertec report presented a site-specific seismic risk analysis on the following earthquakes listed in Table C: Table C: Scenario Earthquakes MAW CSZ Interface 8.0 15 60 CSZ Intraplate 7.0 35 25 Crustal Zone .� 6.0 9 10 Peak ground accelerations were estimated using Tables D and E: Table D: Attenuation relationships for estimating PGA 1. Sadigh and Others, 1993, (Reference 7) Shallow Crustal Zone 2. Idriss, 1991, (Reference 8) 3. Boore, et al., 1993, (Referetice 9) CSZ Interface & 1. Young & Others, 1993, modified by Geomatrix, 1993 Intraplate (Reference 10) Table E: Seismic risk analyses results CSZ Interface 0.20 - 0.2-5 350 - 400 CSZ Intraplate < 0.20 350 - 400 rn Crustal Zone 0.30 - 0.35 10% in 50 years oJ—D SITE AMPLIFICATION AND STRUCTURAL DESIGN The t<�port states that the site should be characterized by UBC Type S2 soils. w _j Comment: In our opinion, the type soil should be UBC soil profile S rather than Si because the soils are loose granular material (SILT) in the boring to the bottom of the boring at 51.3 feet, not stiff soils as reported on the boring log. Comment: We consider that peak ground acceleration, as referenced in Table E, and the required UBC Zone 3 with 0.3g are adequately conservative for design purposes. • J97-574 June 12, 1997 Page 4 of 4 GROUND.:AUPI'URE AND LANDSLIDE POTENTIAL We eoncu, with the report that there is no evidence that mapped faults mould cause ground rupture. The gentle,south-sloping topography of the site indicates stable slope conditions that are not likely to fail during earthquake ground motion. LIQUEFACI'ION We respectfully disagree with the report's conclusion that the soils"are too silty to gt aerate excessive pore water pressures during the scenario earthquakes. SPT blow counts listed in the boring log in sandy SILT soils are 4 blows per foot from l foot to 9 feet and range from 2 to 4 blows per foot from 9 to 40 feet. Based on Terzaghi and Peck's standard reference text, Soil Mechanks in Engineering (1958), it is generally agreed that in saturated fine sand and,/or SILT that is very loose to lose (N = 5 blows or less) a shock of any kind may cause spontaneous liquefaction. The sandy silt soils penetrated by the boring, as described in the report, have a loose relative density and, in our opinion, have potential for liquefaction. This opinion is supported by Mabey and others, 1995, who mapped the area adjacent to the site as Zone A, a zone of the greatest hazard (liquefaction). SUMMARY AND CONCLUSIU SS Our review of the Braun Intertec site-specific site evaluation on the proposed Covenant Church site At Tigard indicates that we are in essential agreement with the results of the report, including the geology,earthquake history,tectonics,and evaluation peak ground acceleration. Because of the soil classification and low SPT results,we, are concerned that the UBC-type soil profile may better be characterized by S, rather than S, and that, based on the soil classification of sandy silt, low blow counts, and a water table at 26 feet (may be higher during other times of the year), liquefaction could occur during earthquake ground motion from an M-6 earthquake producing accelerations of 2.5 to 3 Gs. We recommend that Figure 3,Fault and Epicenter Map,be replaced with a readable copy from the Geomatrix Report, Ref. 4. The map is an important database for the report. This review was based upon the referenced report as well as available published information. The information and conclusions presented in this report are, in our opinion, representative of the site conditions. Thus, the professional opinions and conclusions contained herein are derived in accordance with current standards of profession practice for this type of review, and no warranty is expressed or implied. We trust that the foregoing report is adequate for your present needs, and we ask you to contact us if you need further information. 4. Very truly yours, OC t~+� W HT/DEACON ASS CIATES, INC. . '! OD B _ C7 beet J. Dcaco C. .G. 1i UJ RJD:ejs � Enclosure $�crences Geomatrix, 1995,Seismic Des4n Mapping, State of Oregon,prepared for the Oregon Department of Transportation, Salem, Oregon, project No. 7A42. Mabey, M.A. and others, 1995, Relative Earthquake Hazards Map of the Beaverton Quadrangle Washington County, Oregon, State of Oregon Department of Geology and Mineral Ind,istries, GMS-90. Schlickcr and Deacon, 1967, Engineering Geology of the Tualatin Valley Region, Oregon, State of Oregon Department of Geology and Mineral Industries, Bwletin 60. Uniform Building Code, 1994, Structural and Engineering Desim, Chapter 16, Strucwral Forces, Vol. 2, International Conference of Building Officials, Whittier, California. 4. t— N J W J x Department of Geology & Mineral Industries 1'"'ti`•. � r& on Administrative Office r•. ti00 NE Oregon street#28,Suite 965 lohn A kit/hahcr,M I),Governor Portland OR 97232 (503)731-4100 June 17, 1997 FAX(503)731-4066 $raun Intortec Corporation - 6032 N. nutter Circle, Suite 480 P.O 'lox 17126 Portland, OR 97217 To Whom It May Concern: This letter is to indicate that the Oregon Department of Geology and Mineral Industries has received, for its library, a copy of the following report: Site-.Specific Seismic Evaluation, Proposed Covenant Church SW Pacific Hwy. and SW Naeve Road Tigard, Oregon Prepared by Braun Intertec Corporation For IMF Development Portland, OR Dated May 23, 1997 Project Number EAAX-97-0187 13 pages, 3 figures, 5 tables, 25 p. app. IL Ur This letter does not imply any review for ado-quacy or completeness. It merely confirms receipt of a copy of this report and its addition to this Department's library, where it will be available to the public. a3 W Sincerely, Klaus K. Neuendorf Librarian cc: IMF Development 1also■■■■IN■ sr on■ on soon ■■ Emmons■■■�■ ` ■■ ONE MORE on ■ - -� ■■ren ■■■■■ ■■■ �■■E■ ■■■■■ ■■ ■ ,■■■ ■■■ ■ .�I,i ■ .�■■■ ■■■ /gymOMEN EEEME An ■ ■%I ■■molpmo■■■� wFM ■ !iiiii� w1mm mm WAMM M i = ------------------------ - G i. � CITY OF TIGARD DEVELOPMENT SERVICES BUILDING PERMIT PERMIT 11. . . . . . . s BUP98-0176 13125SWHailBlvd.,llgnd,OR9T229 (503)6111 DATE ISSUEDs 05/12/98 PARCELS 2SIlODB-00300 SITE ADDRESS. . . : 11321 SW NAEVE ST SUBDIVISION. . . . : WILLOW BROOK FARM ZONINGaR-25 BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . %009 JURISDICTIONaTIG -------------------------------------------------------------------------------------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :FPS FIRST. . . . : 9900 sf Ni 91 Es We TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS?---------- TYPE OF CONST. :5-1HR . . . s 0 sf Ne S: Es W% OCCUPANCY GRP. :A2. 1 TOTAL-------: 9900 sf ROOF CONSTs FIRE RET?s OCCUPANCY LOADS 0 BASEMENT. a 0 sf AREA SEP. RATEDe STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATEDs BSMT?: MEZZ?% READ SETBACKS-------- REQUIRED------------------- FLOOR LOAD. . . . : 0 psf LEFTS 0 ft RGHTs 0 ft FIR SPKLs SMOK DET. . s DWELLING UNITS: 0 FRNTs 0 ft REAR% 0 ft FIR ALRMaY HNDICP ACCs BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORRs PARKINGs 0 VALUE. $: 10966 Remarks: 1NSTAUT ION OF FIRE i1lAIN SYSTEM. Owners ------ --------------------------------------------- FEES -------------- TIOARD COVENANT CHURCH type amount by date recpt 11545 SW DURHAM RD PRMT $ 86. 50 DEB 04/21/98 98-305106 SUITE B-8 5PCT $ 4. 33 DEB 04/21/98 98-305106 TIGARD OR 972L4 FIRE $ 34. 60 DEB 04/21./98 98-305106 Phone M: 639-3084 Contractor: -------------------------- IMF DEVELOPMENT INC PO BOX 151 CLACKAMAS OR 97015 ------------------------------------- Phone i1: MBL 617-1524 $ 125. 43 TOTAL Reg N. . : 000544 --REQUIRED ACTIONS or INSPECTIONS---- This permit is issued subject to the regulations contained in the Fire A a r a I n s p Tigard Municipal Code, State of Ore. Specialty Codes and all other ^1 LpfCTr applicable laws. All work will be done in accordance with — a approved plans. This permit will expire if work is not started GC within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires yom to follow the rules adopted by the Oregon Utility Notification Center. Those J rules are set forth in OAR 952-01-Ml through OAR 92-0111987. _ You many obtain a copy of these rules or di questions to 01K _ by calling (51M)246-1987. _^ Permittee Signature: CFrsued By: — +++-F+++++++++++++++++++++++++++++++++++++++++-F++++++++++++i++++++.++++++++++i•+ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day +++++.*++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++,•+4+ Fire Protection Permit Application Plan Chock 0 C CITY OF TIGARD Commercial or Residential Recdd By 13125 SW HALL BLVD. Date Recd Z/ TIGARD, OR 97223 Print or Type Bate to P.E. -.1/-9 (503) 639-4171, x. 304 Incomplete or illegible applications will not be accepted Date to DST ^ Permit 0 , Q( '� Called Job Name of Develop me Project Type of System(Complete A or B as applicable) v Address ddr ss Ala e-.,¢. A.)Sprinkler Wet p Dry p Name �J_ Standpipes A, D �d'�,r n 4 h 7f sy Lr Owner Mailing Address Huard p S!:/J vr4, Additional City/State Zip Phone Informa7"Fn w 11 - o>� N me F Aroa Occupant Mailing Address K.Factor City/State zip Phone A.1) Sprinkler Project Valuation $ Contractor Name B.) Firs Alarm (Sprinkler or JR1Z_ 4—/fre lac,"eq 1 Alarm CompinY) Mailing Address Submittal Shall Include Battery Calculations YFS Prior to permit 00. 13or f s issuance,a citylstate Zip Phone Individual Component YES COPY Cut Sheets of all licenses 65 7-,�v B.i) Fire Alarm Project Valuation are required if State Const.Cont.Board Lic.0 Exp.Date a expiirredbse Inn COT Project Valuation Subtotal(A&or B) $ dataName A S S, Permit fee based on valuation Mailin see chart on back �Fi 5o Architect g Address �— 5%Surcharge $ City/State zip Phone FLS Pian Review 40%of Permits y Describe work A.)New O Addition O Alteration O Repair O — TOTAL to be done: B.) Modification to sprinkler heads only: 1. 1-10 heads=No plans required Plans roquired: Submit three sets of plans,including a vicinity map and 2. 11+re-Plan review required the location of the nearest hydrant. I hereby acknowledge that I have read this application,that the information given is Number of sprinkler heads: cured,that I am the owner or eutlticrtz�!d agent of the owner,and that plans submitted Additional Description of Work: are in lance with thagon State lows IL 31 to of gent Deft A.)In Existing Building ❑ New Blrllding �7 9� rn Building contact Pers am Phone Data B.) Commercial U' Residential ❑ 6vt0 -J FOR OFFICE USE ONLY: 100 No.of stories. — Plat �'. me":W Oy c Occu ency Class of o truyYion � r;1' i s\firesupr.doc CITY-OF TICARD BUILDING PERMIT FEES TOTAL STATE BUILDING VALUATION OF PERMIT F.L.S. TAX PERMIT PROJECT FEES (40°X) 5%) FEES 1-1500 25.00 10.00 1.25 36.25 1,501-1600 26.50 10.60 1.33 38.43 1,601-1,700 28.00 11.20 1.40 40.60 1,701-1,800 29.50 1.48 42.78 1,801-1,900 31.00-- 12.40 1.55 44.95 1,901-2,000 5Q 13.00 1.63 47.13 2,001-3,000 38.50 15.40 1.93 55.83 3,001-4,000 44.50 17.80 2.23 64.53 4,001-5,000 50.50 20.20 2.53 7 ,23 5,001-6,000 56.50 22.60 2.83 81.93 6,001-7,000 62.50 25.00 3.13 90.63 7,001-8,000 68.50 27.40 3.43 99.33 8,001-9,000 74.00 29.80 3.73 108.03 9,001-10,000 80.$0 32.20 4.03 116.73 10,001-11,000 86.00 34.60 4.33 125.43 11,001-12,000 92:50 37.00 4.63 134.13 12,001-13,000 96.50 39.40 4.93 142.83 13,001-14,000 104.50 41.80 5.23 151.53 14,001-15,000 ,110.50 44.20 5.53 160.23 5,001-16,000 116.50 46.60 5.83 168.93 1 1 001-17,000 122.50 49.00 6. 3r 177.63 1)-30,000 1-18,000 128.50 51.40 �'43 186.33 19,000 134.50 53.80 `6.73 195.73 1 -2 , 00 140.50 56.20 7.03 203.73 20,001-21,0 146.50 58.60 7.33 212.43 21-22,000 152.50 61.00 ' 7.63 221.13 2 -23,000 158..150 63. 7.93 229.83 2 -24,000 .50 6 .80 8.23 238.53 2 -25,00 170. 8.20 8.53 247.23 a 2 -26,0 175.00 70.00 8.75 253.75 y2 -27, 0 179.50 8.98 260.28 2 -2 , 00 184.0 73.60 266.80 / 2 - 000 188 0 75.40 9.43 =o 2 -30,000 1 .00 77.20 9.65 279.85cnw 3 -31,000 97.50 79.00 9.88 286.38 'fl ,001-32,000 V202.00 80.80 10.10 292.90 32,001-33 000 206.50 82.60 10.33 299.43 33,001-34,000 211.00 84.40 10.55 305.95 34,001-35,000 215.50 86.20 10.78 312.48 35,001-36,006 220.00 88.00 11.00 319.00 36,001-37,000 724.50 89.80 11.23 125.53 37,001-38,000 229.00 91.60 11.45 332.05 i:\firesupr.doc 9ST. 1973 SECURITY ALARM CORPORATION BUSINESS•RESIDENTIALAINDUSTRIAL-ST SNY,TATE 7BONDED•CCR 004MI April 16, 1998 City of Tigard - Development Services Bob Poskins 13125 SW Hall Blvd. Tigard, OR 97223 Dear Bob, Enclosed you will find the Fire Protection Permit Application and required submittals for Tigard Covenant Church, 11321 SW Naeve. I have designed the system to comply with NFPA, NEC and ADA codes. Included in this packet are equipment specification sheets, battery calculations, compatibility listing and floor plans Fliowing the system design. Due to the A2.1 occupancy rating of the multi-purpose MOM I have included a voice evacuation system for this area. The classroom wing notification devices consists of strobes and horn/strohes. The building will be divided into four initiating circ uitohoties; Zone 1 Multi-Purpose Room Smoke Detectors, Zone 2 Classroont/Office Wing Smoke & Heat Detectors, Zone 3 Four Pull Stations, and Zone 4 Classroom Wing Attic Heat Detector. Please approve and let me tenon, if you have any questions. a Thank You, oc rn m Marls Riley W Commercial Marketing & Design 541.9"6.4544-ALBANY MI MBER: 503.363.4644-S 1LEM -- 541.683.4 44-EUGENE A-Ar t3uiec;i nia r. 541.259.1E 44-LEBANON b FIRE .753.2342- - RVAL BEND 541.753.2342-COFlVALLIS 541.967.6200-CENTRAL STATION ( 11ART1 It MI{MRER: 800.736.4544 541.967.8034-FAX r.oirr o M t II O w ........... OREGON BURGLAR FIRE ALARM ASSOCIATION WWW.peak..or�9/_wj.IgWft p@p I EST. 1973 217 MAIN S.E. N 97321 SECURITY ALARM CORPORATION BUSINESS•RESIDENTIAL-INDUSTRIAL-SSTA7 LI ENSED-BONDED•CC000"91 TIGARD COVENANT CHURCH 11321 SVP NAE VE TIGARD, OR 97224 Fire Alarm System Equipment Specifications 1 - Silent Knight C6000 Four Zone FACP with Digital Commimicator. 1 - Silent Knight M7400 Voice Evacuation. Module. 1 - Silent Knight 5230 Remote Annunciator. 4 - Fire-lite BG8 Manual Pull Stations. 7 - Chemtronics 135 Degree Rate of Rise Heat Detectors. 5 - Chemtronics 190 Degree Rate of Rise Heat Detectors - Attic. 6 - System Sensor S241575 Strohes. 15 - System Sensor P24.1575 Horn/Strobes 2 - System Sensor S24110 Strobes. 2 - System Sensor SP10OW Evacuation greakers. 29 - System Sensor 2100T Photoelectric Smoke Detectors. 4 - Fire-lite FM980-24 Floor Mount Electromagnetic Door Holders. 2 - Fire-lite FM996-24 Wall Mount Electromagnetic Door Holders. 1 - System Sensor SSM24-10 10" Exterior Fire Alarm Bell. �^"° 2 - Yuasa NP12AH12V 1.2Amp/Hour Backup Batteries. y'"e n" 1 - Connection to 11 HVAC Smoke Dampers. ""�" 1 - FPL Power. Limited Fire Alarm Cable, 18-2, 18-4, 16-2. 1 - UL Fire Central Station Monitoring by ACS, Beaverton, OR. a oc r~ e» o� c� W J 541.928.4544-ALBANY MEMBER: 503.363.4544-SALEM - 541.683.4544-EUGENE ` F+i rrzc,r nrz t. 541.259.4544-LEBANON n:r ni nr,nn 541.389.4544-BEND 541.753.2342-CORVALLIS 541.967.6200-CENTRAL STATION l 11:1►Irl a ren 1nII I{ 8011.736.4544 541.967.8034-FAX "••�,•••"• OREGON BURGLAR FIRE 8WOpeak.org.s-man MA �y�gT.� ALARM ASSOCIATION www.psek ory--sed-Ham Pepe R-No . _77i FPO11 Borth P,�cIfiC Conference TO 15036849189 P.01 jt;�, 4 LOV North Pacific T- Conference H or'�' -c-,- 3 ,ua 7 Evangelical Covenant Church "T O -P(55 $25 11fsth Awnw N.R.,#221,Illerue,WA 5500"494 • 12061451.7434 • Fax(206)462-1aS4 DATE: 28 December 1995 TO: Russ Slake/Tigard Covenant Church 503.639.3084 FROM: Laurel Idso RE: NUMBER OF PAGES FOLLOWING: If you need anything more, let me know. 'Q a RECEIVED a JUN 12 1997 —� COMMUNITY DEVELOPMENT W J REN. GLENN R.IMLMSERG FREDRIC P.STONOI.M UUREL K.IDSO Supe;irrk, ;int 71-easwvr Em-rutieeSeerefar Roo4ke%r REIT(DAVID A.STOCKAMR sow N.AN6l1 M RMMAKD A.'RICK"WILD Mission Facilitatort ,,,' Christian Edea ffe"Coordinator EdiA�0?nf"vwe News I._' OFPr'I FFlill tic• rF PAcf I nrferenre TO 15035949169 P.02 88-08547 STATUTORY WARRANTY DEED Washington County CH L R L E OEOROE, JR. to an undivided one-half Interest, and JOHN ROBERTSON OEOROE, es ,,to an OndiVided One-nalf Interest, as tenants In_coin Ion Grantor, convoys and grants to NORTH PAt,T- Fis_C(11}t .RAN(-F r�F n{E gV> LLICAL COV}GIANT Com- a .Wa2hiAXt,Olincn-p ofi a Horst on - Grantee. the following described real property free of liens and encumbrances,ext�ept as specifically set forth hettill: I.Ot 9, WILLOW BROOK FARM, ExCEPT that portion tnereof convoyed to the state of Oregon by deet! recorded March it, 1031 In book 148, page 423, in the City Of Tigard, County Of WAShingtjn and State of Oregon SUBJECT TO Statutory Powers and Assessments or Unified Sewerage Agency, the rights Or the public In an,$ to that portion of the premises herein Described lying within the tlmlts of roads, street and Ilghways This properly is free of liens and encumbrances,EXCEPT: MINATDN � Ak'A4 APARi1t+t'T 11111ANOTR ]lam M PAID q1 c 7I11,j INSTRUMENT WILL NOT ALLOW 11SF tOPERTY DESCRIBED IN THIS INSTRUMENT IN vviLATION OF APPLICABLE LAND USF 1 AWS t*t1ULATIONS. BEFORE SIGNING OR ACCEPTING I 1119 INSTRUMENT,THE PERSON ACQUIRING FFF .LE rO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE.CITY OR COUNTY PLANNING DF.P,.t(TMFNT TO VERIFY APPRCIVED USES. 00 The true consideration for this conveyance is S __. pa_ oeo on-__._ rwM M•«s M�wti.,.�Nn•anaa DATED tl m"1tY day of repru r Chalfeer Leis George, Jr. Joh h Roberkson George T John Robertson George WASHINGTON Clark L STATE OF Ir'f I,County of �_)ss. a�J I P9118QQ1•3rF _ r a-i� q __)ss. The foregolhg Instrument was acknowledged before The foregoint-)nstrument w cknowledged befgs�e me this '25th_ day of:FEBRIIARY• __ f998- file thi! day of • 19�d" b�na.lmnr Lesealetlp�gti7 .lr _.._-_-_.-..__ by John Rcrbertson_GeorRe ,mac le Notary blit for 0140 Notary Public for sit- IRA r of Wnn4iil►g tilt t.Kltr oornmission expires: My commission expires: SEAL r� 1�oR�,in'Yacolt 6-15-91 - __ • is USE STATE Or OREGON tils Title Order Not 4e4a+6 County of Wiltbinyton wEscrow No. AA10A ____ J 1,Donald W Macon,[)[),fee"iree01 Asea»merit and la■eoon and E+-OOicio Reoorde�N rt- that Aher rteerdkt return to- her-b a veyancas Irn said cwnty,do Y lM within insttumerH M willing was rice y. 925 M. Lindquist,N . Ste 221 r4 and recorded in twok of reoo/ds of said ceunly. 925 .116 Ave.va. N.E. Ste 221 8ellavu Wa..........98804 DOnaki ie Mason. Dltector of � Afsessment and Texetinn, E*- NAME,ADDRESS,21P O Ileo County Clerk until a tdiente i1 reQteted all to uat•ntt•nu rhall M••nt to the same as move - ................................:..........................,., . ...............-........... .... 30 e C-6000 C ommerc i a I Fire Alarm Control Panel One fire panel that does the work of many. The C-6000 integrates the capabilities of fire detection, preaction and deluge releasing capability, a large power supply for ADA compliance, voice evacuation capability, a UL listed digital communicator and ANSI cadence output In a single fire alarm control panel. It's ideal for commercial, industrial and institutional facilities as large as 25,000 square feet.Or, C-6000 can be used in larger facilities to control a specific hazard. Save the time and expense of wiring multiple fire panel&,, while complying quickly and easily with existing and new fire codes. Call Silent Knight today at 1-800-446-6444, or in Minnesota, call (612)493-6435. C-6000 Features The Silent Knight C-6000 is a multi- °4 Class B initiation zones. feature fire alarm control panel °2 Flexputs provide programmable designed to meet the requirements of initiation or notification circuits, demanding fire applications.With the selectable as one Class A built-in ANSI cadence pattern and the or two Class B circuits. optional voice evacuation module,the °Robust 5 amp power supply. C-6000 meets most evacuation needs. *Two supervised 3 amp notification The C-6000 can also be used as a circuits programmable for steady, releasing panel for pre-action and pulsing,temporal,supervisory and deluge systems.In addition,the C-6000 ANSI evacuation pattern(required has two innovative Flexput'"circuits that by NFPA 72). can be programmed as initiation °Built-in dual line digital communicator. d. or notification circuits—enabling the C-6000 to perform multiple tasks.The °Optional vice evacuation capability. C-6000 accomplishes the jobs of what •UL listed for preaction and deluge N used to take two or three different releasing applications. control systems.The savings in cost, °Fuseless design reduces installation and space are significant. service calls. W The applications are nearly limitless. °Supports up to 7 supervised remote annunciators. W °Compatible with 2-and 4-wire t;000 detectors. Model C- Auxiliary power output of 2 amps at 24VDC. Tm 9 F arnp general purpose relays. Optional direct connect module. Acx.u-zone'diagnostics. -Supports uploading/downloading. SRU � Smoke detector verification. S � E �I��T Two Form C relays. 130 KNIGHT C-6000 Commercial Fire Alarm Control Panel ' Programming Other communication features include: alarms and the display of alarm Programming is available on-site via two phone number capacity,download troubles and memory.The 5230 remote the 5230 remote annunciator or phone number capability and touchtone annunciator/prograrnmer can perform remotely via the 5561 downloading or rotary dialing.The communicator is complete system prograrnming and software package. compatible with all major reporting remote operation.The 5230 features a formats including SIA,Contact ID, backlit alphanumeric LCD display which Reporting 4+2 tone burst,SK 3/1, Sescoa 3/1 provides easy to understand annuncia- The C- 6000 features a built-in UL listed and Radionics BFSK.The format is tion.Up to seven 52309 can be con- digital communicator that has the ability selectable by account number. nected to the C-6000.During normal to seize two telephone lines to report operation,the C-6000 constantly alarms and troubles to a central station, Annunciation checks the connected sensors for remote monitoring station or proprietary The C-6000 includes an annunciator fire conditions. It also conducts tests to monitoring station.The communicator inside the cabinet. It has c x LEDs for determine if any trouble conditions supervises two phone lines and will alarm,trouble,silenced,AC/low battery, exist.If a fire or trouble cond'tion is activate a trouble if a line failure is event memory,and set time/reporting. detected,the C-6000 will sound sustained for more than 45 seconds. The display is visible without opening an audible warning and report the the cabinet.System operations include condition to a central station via its silencing alarms and troubles,resetting built-in digital communicator. SPECIFICATIONS �t�stt;�ois�l Elqp�fdl Dimensions: 16'W x 26.4'H x 4'D Primary AC: 120 VRMS at 60hz, 2.5A (40.6cm W x 67cm H x 10.2cm D) Total Accessory Load: 5A at 24VDC Weight: 25 lbs.(11.4 kg) N00cation Circuits Color: Red Two power limited Class B,3 amp max.per circuit at 24VDC,or programmable as one Class A,3 amp max. Telephe119 Programmable for ANSI cadence,steady and pulsing. FCC Registration No.:FCC Part 15 and Part 68 approved. F_ftAA Q1rW 8 Type of jack: RJ31 X(two required) TWo power limited Class B,3 amp max.per circuit at 24VDC,or programmable as one Class A, 3 amp max. ARpiQals Programmable for ANSI cadence,steady and pulsing. UL NFA4 72 W9BIor Liqhla -Central station d. AC/DC POWER (Green)--On when power systems are -Local Protective Signaling Systems normal;flashes for AC or DC failure. -Aux.Signaling System -Remote Signaling ALARM(Red)-On for alarm. -Releasing -Voice Evacuation TROUBLE(Yellow)-On when a trouble condition exists. Other approvals pending m WSILENCED(Yellow)-On when an alarm,trouble or super- _J visory condition has been silenced but not yet cleared. EVENT MEMORY(Yellow)-On when an alarm has been reset. SET MODE/REPORT(Yellow)-On when system is in test or programming mode, including date and time set mode. Flashes when system is reporting. C-6000 Commercial Fire Alarm Control Panel Architect & Engineer Specifications The contractor shall provide a completely electrically The control shall be equipped with two auxiliary relays that supervised fire alarm control system.The system shall shall be programmed to operate on(1)alarm, (2)supervisory contain a fire alarm control panel with built-in communicator alarm, (3)zone trouble, (4)supervisory trouble, (5)system to supervise and operate heat and smoke detection devices, trouble,the relays shall continue ind;cating until the condition alarm notification devices,visual annunciators and sprinkler is cleared. releasing valves.In addition,the system will sound alarms kacally for purpose of evacuation.The fire alarm control The fire alarm control panel shall have an annunciator to panel shall have the ability to transmit fire alarm by zone, indicate the alarm,trouble and system status functions.LEDs supervisory and trouble signals to a central station.The shall be used in conjunction with alpha-numeric displays to controller shall be UL listed for use under NFPA 72 standards. indicate system status to an operator.An internal touchpad It shall provide power and control for four supervised Class B shall be provided to operate the system.Vital operations initiation zones,two Class B notification circuits that can be such as alarm silencing or reset shall be simple and obvious converted to one Class A notification circuit.The controller to the operator. shall have two input/output circults that are programmable via software to perform as initiation or notification circuits,these The built-in communicator shall be UL listed and comply circuits shall allow operation as two Class B or one Class A with the NFPA 72 standard.It shall have the capability to circuit in either configuration. supervise two telephone lines,seize the line and send the communication to one or bo►'i accounts without additional The fire alarm control panel shall have four Class B style A equipment.It shall be ablF to communicate to a central detection zones and two 1/0 circuits that are programmahle station in SIA, Ademco :.ontact ID,4/2,SK 3/1, Sescoa 3/1 as initiation or notification circuits.They shall accommodate and Radionics BFSK. rhe panel shall sound a trouble if tele- heat detectors,smoke detectors,manual pull stations, phone service is int wrurr.ad for mo.e than 45 seconds and it sprinkler flow switches and gate valve supervisory switches shall transmit a signai adicating the loss of a phone line to intermixed as desired and permitted by NFPA 72.Smoke the central station over the remaining phone line.A signal detection may be achieved with either 2-or 4-wire detectors shall also be transmitted to indicate the restoral of phone ser- that shall be UL listed for use on the system.The initiation vice.The panel shall be able to report the loss of either phone inputs shall be programmable to(1)be cross zones so that line without regard to which phone line fails first. If both lines two adjacent detectors must sense combustion,(2)be verity fail zones that automatically reset a detector and check for a a local signal shall sound.The panel shall have the ability to subsequent alarm to verify that products or combustion exist, send a test signal to the central station every 24 hours at a (3)see a single detector in alarm—before the alarm Is designated time. sounded and a signal is sent to the central station. The alarm signals transmitted to the central station shell There shall be two 3 amp Class B supervised alarm indicate which of the zones is in alarm,supervisory or trouble. notification circuits that can be optionally programmed as Restoral from alarm,supervisory or trouble shall also be one Class A circuit of 3 amp capacity.They shall cause the transmitted by zone.The built-in communicator shall be audible notification appliances to ring ANSI cadence/steady/ capable of reporting to Silent Knight,Ademco or Radionics pulsing throughuut the premises until reset or silenced. central station receivers. CL R U) m c� W J C-6000 Commercial Fire Alarm Control Panel Optional Accessories: 7400 Voice Evacuation Module with Model 4180 Model 5230 Built-In DMR 25 Watt Amplifier Status Display Renate Digital message repeater(DMR)and Module Annunciator microphone for use with the C-6000. (1 Max) Model 4180 Status Display Module 4 Class B Initiation Circuits Provides 16 outputs to give alarm (convenable to Class A and trouble conditions by zone.Can with the 7181 module) be used to drive LED or graphic - 2 Class B annunciators.Non-supervised. Annunciator Notification Circuits and (convenable Model 7181 Fire Zona Converter - Touchpad to one Class A) Converts Class A to Class B and vice versa. - Silent Knight C-11000 Model 5220 Direct Connect Module Fire Alarm Used for City Box and Polarity. Control Panel Reversing direct wire applications. Model 7181 _ Fire Zone 2 Forms C Relays Model 5230 Remote Annunciator Converter Module Four-wire alpha-numeric touchpad provides access to the same operations as main system annunciator,and can be Model 5520 used to program local control and Direct Connect communicator. Key-switch or Module Model 6681 Downloading Kit Abort Switch Input 2 Flexput Circuits Soil::are and modem for remote (Can be initiation program-;ling with IBM and or notification.Selectable as compatible computers. one Class A or Model 2808 Auxiliary Relay two Class B.) Used for ground start telephone lines. Model 7400 Audio Evacuation Module IL 0c rn Model C-60O0 Sample Block Diagram _J _m W J 3 SILENT KNI"HT 7550 Meridian Circle,Maple Grove,MN 55369-4927 1-800-446.6444 or In Minnesota (612) 493-6435 MADE IN AMERICA FAX 1-800-311-1715 PON neons Rea Model 7400 Is Voice Evacuation System Evacuate occupants quickly and safely with the 7400 Voice Evacuation System. The Model 7400 Voice Evacuation Module adds voice evacuation capability to the C-6000 fire control panel. Designed to meet the Life Safety Code (NFPA 101), the 7400 provides tonal signals and voice evacuation messages for locations such as areas of assembly that require voice evacuation. The system has the ability to play a natural-sounding recorded voice message that announces emergency conditions alternated with a slow whoop alarm signal. The voice message and alarm signals repeat in a sequence to ensure that all occupants are aware of the emergency condition. A supervised microphone, which can override automatic messages, is included with the system. Model 1400 The text of the message is as SILENT Voice Evacuation System follows: Atter,:;on Please. There KNIGHT has been a repon'o/an The Model 7400 meets the emergenty. Proceed calmly to the requirements of the Life Safety nearest oxit and leave the building Code, NFPA 101 to provide tonal immediat,4/y. Do not use the and voice instructions for elevators;usq stairwells where organized evacuation. necessary. A#i;and►capped In an alarm condition, the system occupants shall use the building automctically plays a natural- evacuation plan. sounding recorded voice message The whoop sound/voice message and a slow whoop alarm signal. sequence repeats 3 times followed Use of the hand-held microphone by the alarm signal for the duration overrides the message and alarm of the alarm condition. Microphone signals. use at any time overrides the a The 7400 is powered by the sequence. a[ C-6000 and is triggered by a Features notification circuit . Natural sounding voice Three LEDs, Alarm (red), Fault recording. (yellow) and Normal(green) * built-in alarm and alert signals. m appear on the board. Microphone . Includes m1r_r -'it n3 for alarm L5 and message gain can be override. W controlled from potentiometers on the 7400 board. • Simple operation and installation. Operation . Compact! Fits inside the C-6000 When an alarm condition occurs, cabinet. the 7400 sounds a loud slow whoop for eight seconds followed UL Listed, complies with NFPA by a 15-second voice message. 72 and 101. sem. w ELECTRICAL Output Power 25W ire f ' input Voltage: 24 VDC Frequency Response 800-2800 I•Iz Input Current: 1.8A(alarm) MECHANICAL 2.9A(SINE) —— 0.6A(standby) Dimensions: 5"-H x 11.5"-W . 0.18A(battery ( �;a mournhq — -- -- standby) _ 7400 Voice Evacuation System Output voltages 25 VRMS/ Mounting. Mounts in 70 wRMS C-6000 cabinet Specifications Color. Bleck Model 7400 Voice F- :cuation System Engineering Specifications The voice evacuation system must meet NFPA 72 and 101 (Life Safety Code). The voice evacuation system must be fully compatible with the C-6000 fire alarm control panel and be of a size allowing it to fit inside the FACP cabinet. The voice evacuation system shall be rated 25 watts of audio output. In an emergency, the voice evacuation system shall emit a slow whoop signal for eight seconds followed by a natural-sounding recorded voice message for fifteen seconds. The whoop signal/voice message sequence shall repeat three times. After three repetitions of the sequence, the system shall emit the slow whoop signal for the daration of the alarm condition. The voice evacuation system shall include a supervised, hand-held microphone that can override the alarm signal at any time. The voice evacuation system board shall contain three LEDs for Alarm (red), Fault (yellow), and Normal (green). Potentiometers for controlling message and microphone gain must appear on the voice evacuation system board. MODEL 7400 BLOCK DIAGRAM • 111 Evacuation speakers i (n 7400 fits In FACPaudio cabinet; I 25 or 70 VRMB speaker output rG audio aitput le ..J 25 watts. W a 17!1H hetteries Section 3. He AlWare Installation 3.13 Model 5230 Remote Annunciator The Model 5230 Remote Annunciator is an optional annunciator you can use for on-site programming. The 5230 also provides trouble and alarm information. Up to 7 annunciators can be used per system. Steps for permanently installing annunciators appear below. Section 3.13.4 describes connection of a temporary annunciator for programming and troubleshooting. 1. Set annunciator ID codes (see Section 3.13.1). 2. Connect annunciators to the C-6000(see Section 3.13.2). 3. Mount the annunciators(see Section 3.13.3). 4. If annunciators are to be supervised, select the correct number of supervised annunciators in prog►amming (System Options, Menu 2). 3.13.1 Setting Annunciator lA Godes Each annunciator to be supervised must be given its own identification codes. Before pennanencly installing the 5230 annunciator, set its ID code. ID numbers start at 1 and progress sequentially to 7(7 annunciators max.). Upon initial power up, the address of each annunciator is displayed. Use the 4-position dip switch on the back of the annunciator to set die ID code.Table 3-5 shows the positions (up or down)of the various switches for specific ID codes. f ' Table 3-5. Model 8230 Dip Switch Settings ID Swftchee _ ,N Number 1 2 3 4 0* Up Up Up Up 1 Down Up Up Up Up=On 2 Up Down Up Up Down•Off 3 Down Down Up Up 4 Up Up Down Up 5 Down Up Down Up 6 Up Down Down Up —d 7 Down Down Down Up * Not supervised 150941 /Rev. 8/96 3-25 Model C-6000 Fire ControXommunicatur lnstallatibn Manual 3.13.2 Wiring the 5230 Remote Annunciator A 4-position terminal bleak is provided with the annunciator to connect them to the C-6000. Figure 3-20 shows the wiring for the Model 5230. V Model G-6000 11 12 13 14 15 16 17 18 P1 P1 is for temporary connection ----PIN 1 of the 5230. See Section 3.13.4 -- for more Information. ® Mode15230 (Back View) Figure 3-20. Motel 5230 Connedlon CL a U) CO 5 W 3-26 150941 /Rev. 8/96 Section 3. Hardware Inatallation 3.13.3 Mounting the 5230 Remote Annunciator For UL installations, the 5230 Remote Annunciators must be mounted on a dual gang electrical box. To mount the annunciator: 1. Remove the rear mounting plate by inserting a#4 flat blade screwdriver into the slots located on the bottom edge of the annunciator. Gently turn the screwdriver until the mounting plate pi:!ls away from the frame. 2. Secure the mounting plate to the wall using#6 or 08 screws. The mounting plate sl) Auld be oriented so that the word TOP is toward the top of the plate and facing you. 3. Run the wiring to the annunciator through the square hole in the mounting plate. 4. When all of the wires are connected to the annunciator, set the top of the annunciator over the tabs on the top of the mounting plate. Make Lure the wires are not pinched between the frame and the mounting plate. Press each corner of the bottom side onto the annunciator mounting plate until you hear it click into place. Note: You muv have to gently squeeze the annunciator(top to hottotn)to align it while!snapping the broom edge into place. 3.13.4 Temporary Annunciator Connection If you are usin , an annunciator for programming or troubleshooting only, you can use cable P/N 130294(ordered separately) to temporarily attach the 5230 at connector Pl. The chart below shows the connections. See Figure 3-20(previous page)for location of Pl. A temporary annunciator does not require an ID code and does not need to be enabled through programming. Table 3.8. Temporary 5230 Connection C-6000 P1 5230 T81 1 1 2 2 o. 4 o� U) m W a 150941 /Rev. 8/96 3-27 F-200 Flre•LITe• ALarms BG-8 Series ncorPoraTeD Manual Fire Alarrtr>! Pull Stations Catalog Section Conventional Initiating Devices February 26, 1996 GENERAL �V�A A E /r► California The BG-8 Manual Fire Alarm Pull Station provides a single- /�1 State Fire action, normally-open contact alarm initiating point for use 38-93-E L Marshal with UL listed Fire Alarm Control Panels. 7150-0075:148 FEATURES ADA s711 --�- • Complies with Americans with Disabiliti,-s Act. • Sturdy metal construction. • Simple operation. • Operation does not require replacement of parts. • Drawing of flames on cover helps communicate purpose of this device to people who do not read English words. • Designed to prevent false alarms when bumped,shaken,or jarred. • Listed to UI- 38. APPLICATIONS Designed for indoor use in atmospheres which are not potentially explosive. Use as a means of allowing anyone on the premises to turn in a non-coded alarm quickly, without chance of error. Typical uses include: 1. Schools. 2. Hospitals. 3. Retail stores. 4. Industrial plants. 5. Warehouses. Compatible with any appropriate control panel to: 1. Initiate local alarm signals. 2. Trip a municipal fire alarm box. 3. Start fire pumps. 4. Any other function that can be initiated or controlled by ALARM the closing of a switch contact. OPERATION Firelffe ALarms The stations feature non-break-glass operation. They are operated by a pull on the pull cover. This causes 11L a key latch to act against a retaining mechanism until BG-8 Hadequate force is applied to open the station. As the station (Shown full size) N opens,a switch is released to initiate an alarm. The retainer in Model BG-8 is a permanent, high-tensile, flat spring, which eliminates the need for a glass retainer. When so The attractive design of the stations highlights their engi- '� operated, the cover hangs down (and cannot lie reset with- neered simplicity and unusual dependability;bumping,shak- en r out use of a reset key) indicating that the str.tion was used ing, or jarring will not activate the switch or circuit. Instruc- t to initiate an alarm. OPERATED STATIONS CAN BE SEEN tions for operation of the station are clearly marked on the UP TO 100 FEET AWAY. front of the pull cover. This document is not Intended to be used for Installation purposes. We try to keep our Product information up-to-date and accurate. We cannot cover all specific. applications or ISO-9001 anticipate all requirements. All specifications are subject to chanpo without notice. For more Engineering and Manufacturing information,contact Fire-Lite. Phone: (203)484-7161 FAX:(203)484-7116 Quality System Certified to ncorpo®Flot3 rayed L2orY1S Intematinnnl Standard ISO-9001 Fire l.a,� 12 Clintonville Road,Nonhlord.Connecticut 06472 Made in the U F A Papa t M t The BG-8 Station is ciie-formed from 1/8"think satin finish aiuminum, with the operating instructions in raised letters. PRODUCT LINE INFORMATION BG-8 contacts rated at: 1 amp., 30 VAC, and 30 VDC. Master key fits all stations used in an installation of the ` same series. Model No. Description INSTALLATION BG-8 Manual Fire Alarm Pull Station. Tho station mounts with two screws (supplied) to a scan- Single action. Normally-open contact. dard single-gang electrical switch box. It can also be — mounted to a surface mount box. 6" wire leads are pro- Spanish manual Fire Alarm Pull vided for making easy connections. BG-8SP Station with FUEGO (FIRE)and JALE (PULL) in large capital letters. Single action. Normally-open contact. Surface mounting Back-Box for RG-8 BG 211 series stations. One end lapped for 1/2"conduit. Color is red. A • l O From previous To next swlion or fire station or r alarm control end-of-line panel. device. FUEGO / f BG-8 /BG-8SP BG-8SP (Rear View) e ,31s• ARCHITECT/ENGINEERING SPECIFICATIONS 11A 51 �` Manual Fire Alarm Stations shall be non-code, non-break-glass type equipment with a key operated reset, and so designed that after actual Emergency Opera- tion, they cannot be restored to normal except by use of a key. An operated station, shall be designed such that upon activation, it will be visually detectable at a minimum distance of one hundred feet, front or side. Manual Stations shall - s be constructed of die-formed aluminum, with operating directions provided on the front cover in raised letters. The word FIRE shall appear on the front of the stations in raised letters,five-eights inch high or larger. Stations shall be suitable C� for surface mounting on rna'^hing back-box, or semi-flush mounting on a stan- dard single-gang box or switch plate, and shall be installed 48" above the � finished floor per ADA standards. Note: for installations in New York City, all Manual Pull Stations mu.,t be installed four (4) feet above the finished floor. BG Series Manual Stations shall be Underwriters Laboratories listed. Back Box _' .5Y.5TEA4 A 'eft series 7 SPECTF &6j? Horns, 1 1 and Horn/Strobes Features • 24 volt strobe models: 15, 15/75,75 and 110 candela • Universal mounting plate included with each unit • 12 volt strobe models: 15 and 15/75 candela 0 One screw mounting of strobe and horn/strobe to mounting • Horn models operate on 12 and 24 volts plate • Low current draw: reductions as high as 45% • SpectrAlert strobe and horn/strobe take up zero room in the • Two field selectable/reversible horn tones back box. - 3000 Hz Interrupted • Single gang mounting without the use of a mounting plate - Electromechanical (horn model only) • Field selectable/reversible high-low dBA output on horn • Self-contained screw covers (low output on 24 volt models only) a Aesthetically pleasing design - 101 peak dBA® 10 ft. high output* • Synchronize horn and strobe with Sync•Circuit"module - 96 peak dBA® 10 ft. low output' • Silence horn on horn/strobe over a single pair of wires using • Field selectable/reversible temp 3 pattern or non-temp 3 Sync•Circuit module continuous pattern on horn • Sound output varies with tune and output options selected;sound e Horn/strobe can be wired either in tandem or independently levels based upon anechoic room measurements. a $heCMeAdlo s oc r j Input terminals: 12 to 18 AWG Mounting: 4"x 4"x Vh'or r Size of strobe and 2"x 4"x 1'/a"standard boxes J horn/strobe with Operating temperature: 320 to 120° F (0° to 490 Q m universal plate: 5"x 51/8"x 21s/t6" Voltages: 12 or 24 VDC and i7 Size of strobe and FWR unfiltered _j horn/strobe with Operating small footprint plate: P/s"x 5s/s"x 25/t6" voltage range": 12 V, 10.5 - 17 V Size of horn with 24 V, 20 - 30 V universal mounting plate: 5"x 51/a"x 1 s/i6" " These products should be operated within their rated voltage range; Size of horn without UL does,however,test functional integrity to--20% and +10% of mounting plate: 211/16"X Wm'x Vh6" manufacturer's stated range!+. Weight, horn only: 7.2 oz. Weight, strobe and t- L i ! I r m� P&A horn/strobe: 8.8 oz. L e approved System Sensor 4/97 This document Is not Intended to be used for installation purposes. A05-936-02 General Description System Senscr SpectrAlert Series strobes,horns,and combination horn/ selectable features are accomplished with the use of pins and jumpers strobes are UL listed for primary signaling in life safety systems and meet located on the back of each SpectrAlert horn and horn/strobe.An accessory ADA public mt de visible signaling requirements. module Is not needed to make these field selections.The horn on horn/ SpectrAlert products can be connected to the alarm Indicating circuit of strobe models will operate on a coded power supply.The hom only model, a fire alarm con'rol panel and are compatible with DC line supervision.The however,will riot operate on a coded power supply.In such Instances, SpectrAlert prod ict line mounts to standard back boxes with the use of a substitute with a System Sensor model MA12/24D. universal mount ng plate Included with each unit.An optional small Nntbee footprint mount ng plate fits to a single gang box.An accessory back box The ADA compliant SpectrAlert strobes are electronic visible warning skirt gives a cosmetic finish to a 4"x 4"x 1'/,"or a 2"x 4"x F/e"surface signals that flash at 1 Hz over their operating voltage range.These products mounted hack t ox.All strobe and horn/strobe mounting options require are available In 24 volt models at 15, 15/75,75 and 110 candela intensities only one screw,dtachment of product to plate. and in 12 volt models at 15 and 15/75 candela Intensities.SpectrAlert These produt is are designed for 12 and 24 VDC and full wave rectified products feature dramatic reductions In current requirements. unfiltered power. full wave rectified operation requires more current than DC operation.For detailed current draw Information,consult the table Slime'ono Module below.The hom/s robe combination products are factory assembled with The SynceCircuit Module Is available for the synchronization of strobes and jumper wires for in-tandem operation.For Independent wiring of horn and horns and can synchronize two Style Y(class 0)circuits or one Style 7. strobe,remove jumper wires.When wired for Independent operation,the (class A)circuit.The module can also generate a synchronized temp 3 tone strobe will continue to run while the horn can be silenced.However,the for System Sensor's Multi-Alert—and PA400 horn products.•The strobe must be running for horn to operate. synchronization module allows the SpectrAlert horns on combination horn/ Hem strobes to be silenced on 2-wire systems.SpectrAlert's SynceClrctdt Module The SpectrAlert Series horns and horn/strobes provide two different field can be daisy chained for multiple zone synchronization.The Module shall not operate on a coded power supply. selectable/reversible tones,a high-low field selectable/reversible sound output setting(low setting on 24 volt models only)and a field selectable/ 'For Multi-Alert and PA400:Strobes must be wired to a continuous source reversible temp 3 pattern or non-temporal contirl pattern.These field of power(non-coded power supply). SpectrAlert Current Draw Table Strobe only AVERAGE CURRENT(mA) � PEAK CURRENT(mA) IN RUSH CURRENT(mA) !V Mode 4Y M9d6 V 4V MOO V_ 4SLIIpde Io.sV 12V 17V 20V 24V 30V t0.6V 12V ITV 20V 24V 30V 1o.5V 1211 1711 20V sNV 30V Condole M rwn DC rwn DC rwn oc rwn oc rwn tx rwn 1x rwn DC rwn DC rwn DC rwn O rwn 1x: rwn rwn rwn 1x: rwn oc rwn 15 133 150 114 157 81 1 59 120]LI1 46 7D 460 4rq 160 420 1 150 270 150 270 140 250 e0 106 D2 1 4 1 1 230 720 260 3711ISPs lee 192 142 1 1 w 1 7e 92 5e14 520 490 400 171) 270 170 270 160 270 Io4 120 I I o75 NA NA NA NA NA NA 145 170 102 141 NA NA NA NA NA 140 310 4110 330 4110 NA NA 100 110 NA l NAI NAI MAI Horn ady AVERAGE CURRENT(,"A) Y M_ 4YM44e HID*M1.ow Tomp IILSV 1211 1711 1 20V 44V 30V Tone '.olumo Mon _ x rwn DC rwn DC rwn oc I rwn I oc rwn D. rw Eledro- High Tem 10 11 10 10 14 1 19 21 25 1s 29 meth. Non 10 16 10 19 is 2d 171 29 23 34 30 Low Tamp NA NA NA NA NA NA 11 12 13 13 171 Non NA NA NA NA NA NA 12 is 14 111 IT 3000 Hz High Temp 11 13 11 11 16 10 24 26 26 Interrupt. Nan 11 171 7 it 21 11 19 34 27 30 35 Low Te NA NA NA NA NA NA 14 14 17 15 21 1 N n A NA 1 16 1 1 Nor"/Strobe—10 ed Horn/strobe—70 ad AVERAGE CURRENT(mA) AVERAGE CURRENT ll 13V Mode• A 4V MQdole Y Mode e Q, High/Low Temp 10.511 12V 17V 20V 2411 30V High/Low Temp 10.611 12V /711 20V 24V 30V aTone _ Volume _Mon_ oc rwn oc rwn 1x rwn ou rwn oc r1wr1 oc Tone_- Volume Mon De rvm rwn DO C rwn o rwn 90 Electro High Tomp 143 170 124 167 951 142 701 101 781 06 75 141 Electro Hlgh TempNA r�i\ Nr1 NA NA 104 191 1461 1671 1311111117111 moth, Non 143 170 124 167 D5 142 01 os 75 190 76 1 meth. Non N1 NA NA I 1 J17 Low Temp NA NA NA NA NA NA 70 92 e6 9363132_ Low T NA N A NA IJA NA 156 169 136 IIP. 119 Non NA NA NA NA NA NA 11 92 67 93 63 13 Non NA NA NA NA t67 162 137 162 119 3000 Hz High TemO 144 172 125 lee D7 14 69 106 61 103 113 t46 3000 Hz High T NA NA NA 1 IN 151 172 139 1 J Interrupt. v Non 1N 173 125 168 95 t 78 100 so 106 81 142 Interrupt. Non NA NA NA NA 164 192 150 175 137low Temp NA NA rJA Nr1 NA NA 73 94 70 95 e7 13 Low T NA Nr1 NA NA 159 184 140 164 123 '^ _-_ 1 Non I NA Non V J Hurn/strobe-10/75 tom! Horn/Strobe-110 ed AVERAGE.CURRENT(mA) AVERAGE CURRENT(mA) 12Y moo B 91 1 4Y HIfil Tamp 10.611 12V 17V 20V 2411 30V HI6hA.ow Temp 10.611 t0V 17V 2"0"V 21V 30V Tone Volume /Non oc rwn oc n rwn oc oc rw x rwoc rwn oc I wn Tone Volume Man oc rw8 Dc vm of r 90 t rwn x RM 0CI MIN Electro High Tomp 178 193 1521 181 113 164 96 113 DI 111 871 153 Flectm- H!gh Tormp NA NA NA I NA I NA NA 166 241 165 209 111 meCK Non 176 193 152 181 113 104 90 110 M 113 N 150 meth. _Non NA NA NA NA NA NA 196 236 t63 211 145 Low Temp NA NA NA NA NA NA 87 104 79 105 75 14 Low t IJA NA NA NA NA NA 180 232 153 204 132 Iii Non NA NA NA NA NA NA N 104 eD 105 75 14 Non NA rU NA IJA W► 161 154 204_132 1 3000 Hr Hlgh Temp 179 195 152 193 115 1 100 118 91 116 Ofi 1 3000 Hz High Temp NA NA NA NA NA NA 193 246 168 214 82 20 Interrupt. Non 179 19B 152 183 i13 1 96 111 Y0 110 9C1 160 Imern�{N. Non NA N11 !4A NA NA NA 166 212 167 217 1 1 Lore Tem NA NA NA NA NA NA 90 106 83.108__79 1 l Temp_- NA NA NA NA NA NA 163 234 157 206 136 1 Non NA NA NA NA NA NA 101 107 14 n 1 7 Page 2 This document is not Intended to he used for installation purposes. AOS-936-01 Engineering Specifications eeieneol 11«n�snw CMIMIte�tlein SpectrAlert horns, strobes and horn/strobes shall be capable of Horn/strobe shall be a System Sensor SpectrAlert model mounting to a standard 4"x 4"x 1'/,"back box or a single gang 2"x 4" listed t.IJL 1971 and UL 464 and shall be approved for fire protective x 1'/."back box using the universal mounting plate included with each service. Horn/strobe shall be wired as a primary signaling notification SpectrAlert product.Also,SpectrAlert products,when used in appliance and comply with the Americans with Disabilities Act conjunction with the accessory SynceCircuit Module,shall be powered requirements for visible signaling appliances,flashing at I Hz over its from a non-coded power supply and shall operate on 12 or 24 volts. 12 entire operating voltage range.The strobe light shall consist of a xenon volt rated devices shall have an vperaling voltage range of 10.5- 17 flash tube and associmed lens/reflector system.The horn shall have volts.24 volt rated devices shall have an operating voltage range of 20- two tone options,two audibility options(at 24 volts)and the option to 30 volts.SpectrAlert products shall have an operating temperature of 32 switch between a temporal 3 pattern and a non-temporal continuous to 120°F and operate from a regulated DC or full wave rectified, pattern.Strobes shall be powered Independently of the sounder with unfiltered power supply. the removal of factory Installed Jumper wires.The horn on horn/strobe Hemmodels shall operate on a coded or non-coded power supply. Horn shall be a System Sensor SpectrAlert model capable of M6"le operating at 12 and 24 volts. Horn shall be listed to UL 464 for fire Module shall he a System Sensor SynceCircuit model listed protective signaling systems.The hom shall have two tone options,two to UL 464 and shall he approved for fire prolective service.The module audibility options (at 24 volts) and the option tri switch between a shall synchronize SpectrAlert strobes at I Hz and horns at temporal 3. temporal 3 pattern and a non-temporal continuous pattern.The horn Also,the module shall silence the home on horn/strobe models,while only model shall not operate on a coded power supply. operating die strobes,over a single pair of wires.The module shall be capable of mounting to a 4"/,6'x 4"/;4"x 21/."back box and shall heel" control two Style Y(class 8)or one Style Z(class A)circuit.Module Strobe shall be a System Sensor SpectrAlert model listed to shall be capable of multiple zone synchronization by daisy chaining UL 1971 and be approved for fire protective service. The strobe shall be multiple modules together and re-synchronizing each other along the wired as a primary signaling notification appliance and comply with the chain.The Module shall not operate on a coded power supply. Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 liz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. SpectrAlert Dimensions e " -- 3/e O I - I Nom/strobe with small Footprltnt Mountlng Plato Nora OodY (some dimensions for strobe only) FD L, v W I -- _1 I 5°/e",Lis. y - i X; o _ o Nom/Strobe with Universal Mounting Plate -- (same dimensions for strobe only) lIIIND0ChUM Modde Page 3 This document is not intended to be used for installation purposes. Apo-936-M SpectrAlert Mounting Diagrams 2"bark box BBS r-4"back box O - MOM Direct Mowat /—Q-MP Han Surface Mount with Accessory Q Saok Sox Skirt w -'+a -2"back box S-MP Han with Universal MomUng Plato(Included with vch product) �l 0W, - strobe or Horn/Strobe with Acc.e.ory am"Foetpli it Moumbd Play 1 CL Strobe or Horn/Shrobe with UnivwwM rn Mountinit Plate(included with etre h product) j4"/,a"x 4"/,."x 2Y."back box 0 v ° Strobe or Harr/Strobe Surface Mount whk Aeosssory Sack box Skirt Sync•dreuk Modaie Direct Alckwt Page 4 Tble document is not Intended to be used for installation purposes. AOS-996-02 SpectrAlert Wiring Diagrams TANDEM OPERATION INDEPENDENT OPP RATION "o"Fi TNOeE combo MORN AND 111"-f 13 -- raeo�v.mraAr — +w�.n ro Nun an--- b �'e1•i"vnaww To NEXT DEVICE on iD !oL. ro NNNT +-1 slam: mwcenai -�T.t�• I aW rdtrlwm rAcroNramrAum 4_114 p O L N M NamN NaIN11IWOEE trWaNaNLr MM WINE Nr.rEN TWO WNW NrarEm c cDNeo moms E ANV mx or moan ° WWNe 410111 TMMMN Nt L o IIOIIN eAN�ieAn� o Drs (•) A CONT"X To OOr[AAN 1•I ,1 "- N E A A � 1..) - 1 Morns 1111hililmd owr Two-VAre Circuit TOM s Cod ng of M U Akwt OW 1.Any mix of Hom/Strobes or Strobe only devices is acceptable 11111,6111" 2.Horn control connects to interruptible power source Note:Strobes must be powered from non-coded supply wo"I WNW �� NMI ro lar WECMAUWt arfon t{ 00.- m IO1(110ol— LOW 1) CONiMM DNFi1CP To WE I� lb Erse ro"ewbN.+ all. =Do NOIIN aN�r � � !AIN ILA" N411NTIla! El• NrR—ow r ZONE 1 ZON I bl wOUlt ►An : IOMEi TRW NI (-f yi'cIIwiErr H N H mNe 9s N•■' oNrla oN 0 TO IE1R mmN OEYN.EOA ell ('1 0 ,o... '1m EOL NMI ' " '"O1�{g ro Nt1R w IIAIE NAVI m' Ec1W AW H N OY1(140, °'" -- Ib1b�NMTwpaEl CL .rop-a.A1-nom.eenwbeON 17olldNldMgAe IL — am h - tn F- J M Sound Output Guide (dRA) �a J UL Revedweent Reeel IIIIAR welt NIC AweMeh Resor rook AA 010 It./weft NIC 1Q.S 12 17 24 U an 10,1 12 1Z 2Q 21 30 Tempeaml Low'Ibue Electromechanical NA NA NA 75 75 79 NA "4 NA 94 96 98 3000 Hz Interrupted NA NA NA 75 79 79 NA NA NA 94 96 98 Iligh Thine Electromechanical 75 75 79 82 82 e2 94 95 98 100 lot 102 3000 Hz Interrupted 75 75 79 82 85 85 94 95 98 100 101 102 Non- Low'Ione Electromechanical NA NA NA 79 82 85 NA NA NA 94 96 98 Temporal 3000 Hz Interrlpted NA NA NA 82 82 B5 NA NA NA 94 96 98 High 1bne Electromechanical 79 79 85 85 88 88 94 95 98 100 101 102 3000 Hz Interrupted 79 82 85 88 88 90 93 95 98 100 101 102 Page 5 This document is not intended to be used for installation purposes. A05-936-02 SpectrNert Ordering Information Avg. mA' Avg. lnA• Red White Voltage Candela ® Nom. VDC ® Num. FWR•• Horn/Strobes P1215 P 1215 W 12 15 124 167 P121575 P121575W 12 15/75 152 181 P2415 P2415W 24 15 78 98 P241575 P241575W 24 15/75 91 111 P2475 P2475W 24 75 148 167 P24110 P24110W 24 110 165 209 Canada P241 SA P2415WA 24 15 78 98 P241575A P24157SWA 24 15/75 91 111 P2475A P2475WA 24 75 148 167 P24110A P24110WA 24 110 165 207 Latin America P241575F (FUEGO) 24 15/75 91 111 Strobes 51215 S 1215 W 12 15 114 157 5121575 5121575W 12 15/75 142 171 52415 52415 W 24 15 53 80 5241575 S241575W 24 15/75 66 93 52475 S2475W 24 75 123 159 _ 524110 52411OW 24 110 140 191 Canada 52415A S2415WA 24 15 53 80 S241575A S241575WA 24 15/75 66 93 52475A S2475WA 24 75 123 149 524110A 524110WA 24 110 140 191 Latin America S241575F (FUEGO) 24 15/75 66 93 Horns H12/24 H12/24W 12/24 NA 12/23 12121 Canada H12/24A H12/24WA 12/24 NA 12 /23 12/21 Sync eft cult Module MDL MDLW 12/24 NA 16 24 Canaria MDLA MDLWA 12/24 NA 16 24 Small Footprint Mounting Plate for Single oang Only S-MP S-MPW NA NA NA NA Surface Mount sack Box Skirt BBS BBSW NA NA NA NA Universal Mounting Plate(replacement) D-MP D-MPW NA NA NA NA Notes: Agency listings:til.,Ul.C,FM.CSFM,MEA Canadian model numbers end in"A". p, Latin American model numbers end in"F" All SpectrAlert products are designed for wall mount only. F— Installation of less than 75 candela strobes may be permissible under the equivalent facilitation clause of the ADAAG(Sec.2.2).However,it Is the responsibility N of the person or entity designing the fire alarm system to determine the acceptability of less than 75 candela strobes. All 15/75 candela strobes or horn/strobes are recommended for 20'x 20'rooms or less. J 'For a complete listing o,SpectrAlert current requirements,please refer to the SpectrAlert Current Draw Table or installation Manual.Horn and hom/strobe m rurrent draws assume horn is set at temp 3,electromechanical tone and high audibility. '• F',NR s Full Wave Rectified W System Sensor Worldwide Distribution In Canada: In the United Kingdom: In India: In the Far Fast: System Sensor Canada System S,-nsor Europe,Ltd. System Sensor India System Sensor 6581 Kitimat Road, Unit rr7 Ilorsham Gates III,North St. A-204 Mahmhwari Nagar Pittway Far East,Ltd. Mississauga,Ontario Horsham,West Sussex Orkay Mills lane Rm 903, Tower A,New Mandarin Canada L5N 3T5 RH13 5P-I,United Kingdom Andheri East,Mumbai 400093 Plaza, 14 Srience Museum Road 'telephone:905-812.0767 Telephone:44-1403-216500 Telefax:91-022-8202564 TSI Fast,Kowloon,Hong Kong Fax:905-812-0771 Fax:44-1403.276501 Telephone:BSZ-1191.9003 Fax:852.2736-6580 Page 6 This document is not Intended to be used for installation purposes. AOS-936-02 ---A D/V/S/4Al OF P/rrwAY — INSTALLATION INSTRUCTIONS FOR SP100 SERIES DUAL TRANSFORMER SPEAKERS AND SPEAKER/STROBES FOR FIRE PROTECTIVE SIGNALING SYSTEMS raMR _ nE$jCAlPMN The National Fire Protection Association(NFPA) has published standards and recommended practices for the speakers described in this manual.As a result, the installer must be familiar with these requirements as well as all local codes and special requirements of the authority having Jurisdiction. SP100 series speakers can be operated with distribution amplifiers having an output voltage of either 25 volts or 70.7 volts. The speakers operate at any one of six input power levels. The output sound level is selected at the time of installation, but can be changed, if necessary. The speaker is also equipped with a capacitive input to allow for DC supervision. An optional, attached 1.5 or 15 candela(cd) strobe is also available from System Sensor for use with the speaker.Al- though they are shipped as a unit, the strobe and speaker are electrically independent and require separate power sources. Strobes can be powered by means of a full-wave rectified unfiltered supply. $MCIFICATIONS Mechanical Input Terminals: 12 to 18 AWG (3.31 to 0.82 mm2) Speaker Size: 4 itches (101 mm) Grille Size: Round: 7-3/8' (187 mm) Square: 5' (127 mm) Electrical Voltage Input: 25 volts or 70.7 volts (nominal) Frequency Range: 400 -4000 Hz Operating Temperature Range: 320 to 120°F (0` to 49°C) INSTALLATION All wiring must be installed in compliance with the National Electrical Code and all applicable local codes as well as any special requirements of the authority having Jurisdiction, using the proper wire size. This also includes all applicable NFPA Standards, ANSI/UL 1480, and NEC 760. Electrical 1. Connect the speaker and strobe(if used) as shown in Figure 1. Keep in mind that even though the speaker and op- tional strobe are a single mechanical unit, they are electrically Independent and require separate power sources. N NOTE: Do NOT loop electrical wiring undar terminal screws. Wires connecting the device to the control panel must be U) broken at the device terminal connection In order tn maintain electrical supervision. C7 + + MrFROM AWLWMR ER _ I in lrROet DC lAffaw Alp-2472-UO Figure 1. Electrical ConnPctlons D400-40-00 1 —_ — ��— 156-609-02 System Sensor, 3625 Ohio Avenue, St. Charles, Illinois 60174, 1-800-SENSOR2, FAX 1-708-377-6495 �.r 2. Notice that the speaker circuit board is equipped with two sets of posts end associated electrical jumper wires. One set of posts is numbered 1 through 6 while the other is labelled A and B.Both electrical leads are fitted with a barrel connector.These two sets of posts and leads enable the installer to select any one of six sound pressure levels with either a 25 volt or 70.7 volt amplifier. For example, Table 1 shows that to select a 1/4 Watt input when a 25 volt amplifier is being used, slide the blue lead onto post 3 and slide the yellow lead onto post S. Similarly, to select a 4 Watt input with a 70.7 volt amplifier, slide the blue and yellow leads onto posts 2 and A, respectively. Table 1 also lists the UL reverberant and anechoic output sound levels for each transformer power tap on the SP100 and SP 101 speakers. f4W 2W 1 W 1/2 W 1/4 W 25 V 1B 1A 2B 2A 3B 4B 70.7 V 2A 3B 4B 5B 6B 6A UL Reverberant (dBA 0 10 ft.) 90 87 84 81 78 75 Anechoic (dBA ® 10 ft.) 93 9U 1 87 84 81 78 Table 1. CAUTION Signal levels exceeding 130% rated signal voltage can damage the speaker. Consequently, an Incorrect tap connec- tion may cause speaker damage.This means that If a 25V tap Is selected when a 70.7V amplifier is being used, speaker damage may result.Therefore, be sure to select the proper taps for the amplifier voltage/input power level combination being used. NEVER connect the yellow jumper to the posts numbered 1 through 6 or the blue jumper to lettered posts A or B. Mechanical Slotted head screws are included for attaching the speaker 10 the electrical junction box. Insert the decorative filler plugs supplied into the remaining two holes in the grille. Mounting See Figure 2.The speaker can be flush mourted on a 4" X 4" X 2-1/8" back box with a 1-1/2" extension ring, as fol- lows: A. Select the appropriate pair of diagonally opposite mounting holes In.he speaker grille. CL B. Use the two 8-32 X 1-3/4" slotted pan head screws, provided, to attach the speaker to the back box. Ix C. Insert the decorative filler plugs (supplied) into the remaining two speaker mounting holes. N 4"x 4"x 2-116" BACK BOX 4"x 4-x 2-116" JBACK BOX __4"x4"x1-117' 4"x4"x1-1R" _m 7�� • EXTENSION RING d • EXTENSION RING Lu o 0 -j32 Q • b CREWS • �� / 6-32 SCREWS FILLER ° PLUGS FILLER PLUGS STROBEISPEAKER STROBGSPEAKER- (SP100 SERIES) (SP101 SERIES) Figure 2. D400-40-00 2 I:,8-809-02 SYSTEM 100 Series * , 5EN. SOR Low-Profile Direct-Wire Smoke Detector Models AvallaNe 11011 kWz&Um%241116 1111/2"larJxnUoay 4-Wirs 2100 P4mftW"h 0do,2-WiMP 11011 wltlh Uk"", WIMP =W2W ftfteMebaide,44Wirs 2111/24=P1 I Is abode wNh Thwmd,+-WIMP 2112/24TSRS PImtookwdraffift witll Theemsl and SUPWvlsory Rome 4-Wirs Features • Self-diagnostic maintenance feature to satisfy NFPA 72 • Same housing design for both ion and photo models sensitivity testing requirement • 3-year warranty • Visual alarm, power, and maintenance indicator • Thermal models available System Senw 100 Sort"low-profile, direct-wire • Supervisory relay model available detectors pack superb performance and reliability into a • Lowest profile in the industry small package. Their sleek, 1.66"(43 mm) profile is the • Ceiling white color lowest in the industry, making 100 Series devices the • 12/24 VDC operation detectors of choice in applications where aesthetics are • 2- and 4-wire models available impor;ar-t. Other key features include: self-diagnostic • Built-in test switch maintenance circuitry, low current draw, stable • Plug-ire terminal block for easy installation and performance in high air velocities, built-in tamper-resistant maintenance base design, removable cover and insect screen. 8pecMcations Operating Voltage: 12 or 24 VDC (nominal) Humidity Range: 10% to 93% RH, noncondensing Relay Contact Rating Smoke Detector Spacing: 4. (4-wire only): 1 Form A. .5 A ® 30 VAC/DC On smooth ceilings (as defined in NFPA 72), spacing of Standby Current: 50,uA maximum average 30 feet (900 sq. ft.) may be used as a guideline. Other N Alarm Current spacing may be used depending on ceiling height, high 2-wire: 100 mA maximum air movements,and other conditions or response limited by panel requirements. 4-wire: 25 mA maximum m Temperature Range: 32° to 120'F (0° to 501C) W 2100T: 320 to 1000N (00 to 39°C) Dimensions Diameter: 5.5 inches (140 mm) Height: 1.66 inchc3 (43 mm) inclu..'ing r dapter bracket KA Shipping Weight q)Lc approved (approximate): 8.6 oz. (20 grams) to System Sensor 8/96 This document is not intended to be used for installation puraoses. AOS-227-09 Specifications, 2112/24TB Same ,.q specifications listed for other 100 Series models, except: Alarm Current 12 VDC: 23 mA maximum 24 VDC: 25 mA maximum Temperature Range: ;20 to 1000F (00 to 39'C) Specifications, 2112/24TSRB Same as specifications listed for other 100 Series models, except: Relay Contact Rating: 1 Form A, .5 A ® 30 VAC/DC Standby Current: 12 VDC: IS mA maximum 24 VDC: 15 mA maximum Alarm Current 12 VDC: 38 mA maximum 24 VDC: 45 mA maximum Temperature Range: 320 to 100"F (0° to 39°C) Qeneral Description System Sensor 100 Series low profile detector3 use state-of- MotOM-0halic/lharrMW the-art sensing chambers to meet all applicable UL The unique design of the optical sensing chamber in 100 performance criteria. The backs of the smoke detectors are Series photoelectronic smoke detectors can sense smoke sealed against back pressure, air flow, and dirt. A fine particles from a wide range of combustion sources. These mesh screen also protects the chamber against the entry of detectors minimize nuisance alarms by u sero a custom insects. These detectors are intended for open area integrated circuit for signal processing. protection and for use with UL-listed control panels. The 2112/24INRB features a supervisory relay that kokeMsupervises the power and the sensitivity of the detector. O° When the power to the detector is lost, the supervisory All 100 Series ionization smoke detectors use a .Ringle relay opens instantaneously. When the detector deviates source,dual chamber design for the detection of smoke from its sensitivity range indicating the need for particles. This e:ctremely stable chamber significantly maintenance, the supervisory relay opens after a reduces nuisance alarms and provides reliable maintenance condition has continuously existed for 30 to performance at higher air velocities. 35 minutes. CL cc rn J_ CO C9 W J Page 2 MS-227-03 INILOOP Q 0C)P , MAN ACTUREII + N + + + I 1 1 I UL LISTED + rr+ + ++ COMPATIBLCONTROLE m Rl PANEL 0 I I RMOOZ L REMOTE REMOTE ANNUNCIATOR ANNUNCIATOR OPTIONAL CLASS A WIRING Wllind INO& m for 1100,2100,21M POWEN+ TO DETECTORS EOL POWER BUPFRVISION REELAYY ISNOWN Q+ W 0+ A77-7168 R OP o.Z EOL RESISTOR n W UL D PANEL SPECIFIED BY PANEL I� MANUFACTURER + — INITIATING LOOP OPTIONAL CLASS A WIRING Whin]Magmam for 1112/246,2112/246,2112/241 POWER+ -TO DETECTORS Q. (A + P + P W R R LISTEDz UL CONTROL o O EOL RESISTOR PANEL NEL nMCIFIED BY (� MANUFACTURER W INITIATING LOOP OPTIONAL CLA88 A WIRING Ming Ding m fbr ZLW24TM Page 3 A06,U?V! Ordering Information PALL Q. Descrii llm 1100 Ion, 2-wire, 12/24 VDC 2112/24TSRB Photo with 135°F thenwil, 4-wire, 12/24 VDC, 1112/24B Ion,4-wire, 12/24 VDC supervisory relay 2100 Photo,2-wire, 12/24 VDC A77-716B EOL power supervision relay module, 12/24 VDC 2100T Photo with 135°F thermal, 2-wire, 12/24 VDC smoke detectors 2112/24B Photo,4-wire, 12/24 VDC MOD40OR Sensitivity test tool for 100.200, 300,400,and 2112/24TB Photo with 135117 thermal, 4-wire, 12,124 VDC 500 Series smoke deterlors IL IL' f � f m 4 System Sensor Worldwide distribution In Canada: In the United Kingdom: In India: In the Far East- System Sensor Canada System Sensor Europe,Ltd. System Sensor India System Sensor 6581 Kitimat Road.Unit#7 Horsham Cates Ill,North St. A-204 Maheshwari Nagar Pittway Far East,Ltd. Mississauga,Ontario Horsham,West Sussex Chkay Mills lane Suite 706,New T&T Centre Canada 15N 3T5 RH13 5PJ,United Kingdom Andherl Fast,Mumbai 400093 7 Canton Road Telephone:905-812-0767 Telephone:44-1403-276500 Telefax:91-022-820.1564 Tsimahstsui,Kowloon,Hong Kong Fax:905-812-0771 Fax:44-1403-276501 Telephone:852-2730-9090 Fax:852-2736-6380 Page 4 AOS-227-03 FM Series Electromagnetic Door Holders UCalifornia Marshal Stats Fire GENERAL �' 3550-0075:173 Firc•Lilc/Notifier FM series electromagnets arc designed for virtu- R+1746 ally any remote door release application. They arc primarily used R'14531 to hold fire and smoke harrier doors open until rcicased by a remote smoke detector or other switching device. The complete assembly consists of an armature contact plate with adjustable pivot mounl- ing for installation in the door, and a heavy-duty electromagnet mounted on the wall or floor behind the door. FEATURES �: • 120 VA(' and 24 volt A('/I)(' models ! 15 to 40 pounds(16 kg)holding power. • Magnet protected against transients and surges up to(0)volts (AC models). • Magnetic Field Intensity of 5.6 oersteds C) I meter. • Fail-safe operation: power failure releases door to close. • Positive Release Button initiates closinE motion. • Two-year warranty. • floor and Wall mount models. INSTALLATION ORDERING INFORMATION • Install where required by code, where doors may be used to FM980-24 24 Volt AC/DC Single Door Floor Mount confine smoke or fire, or wherever remote control or automatic closing; doors are required. FM9110-120 120 Volt AC Single Door Floor Mount • Be sure door hardware and trim projections are compatible with g:M096-24 24 Volt AC/DC Surface Wall Mount total projection of door release. • Anchor the electromagnet firmly since the wall portion will FM996-120 120 Volt AC Surface Wall Mount function as a door stop. FM998-24 24 Volt AC/DC Flush Wall Mount • Locate magnet approximately 6 inches in from luck stile al door. Wall magnets should he mounted approximately 2 to 4 feet above FM998-120 120 Volt AC Flush Wall Mount floor for optimum performance. 016 • Door-mounted contact plate includes hardware for thrubolting or concealed mounting. y • Spoiling template included with unit assures correct alignment. - Used in hnspitals, schools, offices, nursing homes, and public i buildings m w i2 Clintonville, Road ISO-9001 FII"e'LITE'' ALc�t"I71S North} IncorPoraTeo ord,CT 06472 Engineering anDF-51410 d Manufacturing Phone: (203)484-7161 Quality System Certified to Pit"1 012 100 FAX: (203)484-7118 11110matimal 4tanitf rd 130.9001 Nee D i A February a,IM ar• s' ?_�' 1314- (ixii '1 j1zi1 �.( t Ire r•ttrar MODEL 980 — FLOOR MOUNT SINGLE DOOR. • Concealed Wiring. Voltage/Current: • Total Projection: 6" 120 VAC, 60 Hz., .017 amp • Mounting Requirements: Conduit 24 VAC, 60 Hz., .080 amp connects directly to floor plate. 24 VDC, .068 amp • Shipping Weight: 4 lbs. (1.8 kg). 2-1/2- (64) 2.3/4• j -T Nti_ (44) MODEL 996 4•a�e" �_ --_- WALL MOUNT (11>7 2 17/32 te•1 SURFACE WIRING. • 7otal Projection: 4-1/8" Voltage/Current: • Mounting Requirements- 120 VAC, 60 Hz., .017 amp 1" X 1-1/2" deep adapter housing 24 VAC, 60 Hz., .080 amp 24 VDC, .068 amp • Shipping Weight: 3 lbs. (1 4 kg). 1" 23/4"_,�J (25) (70) ` �— 1(44) (41) MODEL 998 , 4-5/e• _ m WALL MOUNT Xoz STANDARD DOORS1 141CONCEALED WIRING. • Voltage/Current: • Total Projection: 3.5/8" 120 VAC, 60 Hz., .017 aryip " Mounting Requirements: 24 VAC, 60 Hz., .080 amp 2" x 4" x 1-3/4" outlet box. 24 VDC, .068 amp • Shipping Weight: 2 lbs. (0.9 kg). We try to keep onr product Information up-to-date and accurate.We catatol cover speditc rpplkallons onntldpNe all requirements. All specifications are subject to change without notl:e.Fhr more InfornatIM eoelacl FII"@•LITCY OF•51410 EFOA __ ,5V57FAofSEA ff�= A DIVISION OF P/TTWAV -� SSM AND SSV BELL SERIES INSTALLATION INSTRUCTIONS OPQRTANT Please Read ye This Instruction manual contains important Information about the installation and operation of bells. Purchasers who install bells for use by others must leave this manual or a copy of it with the user. System Sensor supplies bells for nearly all sprinkler/fire alarm/burglar applications. These instructions apply to all System Sensor bells In the series. Read all instructions carefully before beginning. Follow only those instructions that apply to the model you are installing. CAUTION DO NOT USE IN POTENTIALLY EXPLOSIVE ATMOSPHERES. DO NOT LEAVE ANY UNUSED WIRES EXPOSED. GENE.RAL.D15_CRIPTION The National Fire Protection Association has published codes, standards, and recommended practices for the Installa- tion and use of the above appliances. It is recommended that the installer be familiar with these requirements,with local codes, and any special requirements of the authority having jurisdiction. These bells are intended to be connected to alarm indicating circuits of UL listed fire alarm control panels.The SSM se- ries is polarized to enable supervision of the Installation wiring.The SSM bells require 24 VDC and the SSV bells require 120 VAC. Before installing any alarm device, be thoroughly familiar with: N F PA 72: National Fire Alarm Code N F PA 13: Installation of Spnnk/er Systems NFPA 13A: Inspection, Testing, and Maintenance of Sprinkler Systems specifically Chapters 4 and 5 N F PA 25: Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems Other applicable NFPA standards, local codes, and the requirerrants of the authority having jurisdiction. IL Failure to follow these directions may result in failure of the device to report an alarm condition. System Sensor is not responsible for devices that have been improperly installed, tested, or maintained. H INSTALLATION WARNING m High voltage. Electrocution Hazard. Do not handle live AC wiring or work on a device to which AC power is applied. W Doing so may result In severe injury or death. _J - — —� CAUTION: Do not loop wire under terminals. Break wire runs to provide supervision of connections. 1. Remove the gong. 2. Wire the bell in the circuit. See Figure 1. D770-11-00 � — --1 --- --� -- 156-874-02 System Sensor, 3825 Ohio Avenue, St.Charles, Illinois 80174, 1-800-SENSOR2, FAX:708-377-6495 3. Mount the bell mechanism on a 4"square electrical box with the striker facing down. See Figures 2-4. 4. Replace the gong. 5. The top of the bell must be mounted a minimum of 90"above the floor, or within 6"of the ceiling. WIRING(REAR VIEW) USE BOTH LEADS FOR OCONNECTION.BREAK OBSERVE POLARITY WIRE RUN TO PROVIDE ON SSM MODELS ELECTRICAL SUPERVISION. RED BLACK WIRE NUTS (USER-SUPPLIED) TO NEXT FROM - - Nom'L OR CONTROL END-OF- PANEL LINE RESISTOR An D�oe� Figure 1.Typical SSM and SSV Bell Wiring Diagram BASIC MECHANISM AND GONGS SURFACE INSTALLATION ��E�y ,� 1n•or ►a �` ir 1lT---+� �— Of BELL (VIBRE ip0ld�iNEAR1 ' , Eauji o HOLE PATTERN \ (11?"SAILOCATED TO TOA rlWREouriEr ) -i aerwEw A78-tSB2.02 A78•x197-01 Figure 2. Figure 3. WEATHERPROOF INSTALLATION 4•BOUMN MAMEWM BACOMOa MOOR YIN PDT R4ctL*O 6-2 iL Ca OD \ / C7 � A78-2388-01 Figure 4. D 770-11-00 2 I!'!d-07'1'OIt AUDIDAM7 .RATINMIi MEASUREMENT Sound level measurements are made in accordance with UL Standard 464.Tie sound power output is measured in a reverberant room. $PEC ELCATIO'1E SSM Series: Starting Voltage: 12 VDC Rated Voltage: 24 VDC Operating Voltage Range: 19.2 -26.4 VDC Average Current (at rated voltage): 0.03 A Operating Temperature: -310 to 150°F (-350 to +66°C) SSV Series: Starting Voltage: 96 VAC Rated Voltage: 120 VAC Operating Voltage Range: 96- 132 VAC Average Current (at rated voltage: 0.047 A Operating Temperature: -31°to 150°F 05°to+66°C) UL Reverberant Room Sound Output per UL 464 (dBA) 24 VDC SSM SSM24-6 (6", 24 VDC, P, S) 85 SSM24-8 (8", 24 VDC, P, S) 85 SSM211-10 (10", 24 VDC, P, S) 85 120 VAC SSV SSV120-6 (6-, 120 VAC) 82 SSV120-8 (8", 120 VAC) 85 SSV120-10 (10", 120 VAC) 82 P = Poiarized S=Suppressed OPERATK NAL_.TESM01 Always notify a central station monitoring the system before repairing, maintaining, or testing alarm devices. a Upon complWIon of initial installation, all bells shall be tested per NFPA 72.Periodic testing should be performed at least annually.Test more often if required by the authority having jurisdiction. Under normal conditions, System Sensor bells should provide years of trouble-free service;however, after extended service, parts of the bell may become worn.In this case, bell should be replaced. -i Do not repair or replace any bell components In the field. If bell does not perforin property, replace the entire m unit. Failure to follow this Instruction may result In failure of the bell to report an slavrn condition. F3 w .j D770-11-00 3 15"74-02 LIMITATIONS OF ALARM DEVICEQ System Sensor bells aro designed to provide fire and security hazard warning. 1. Bells may riot work or operate properly if sprinkler piping being monitored is plugged with pipe scale, mud, stones, or other foreign matarial. Sprinkler systems should be checked regularly for such blocking material following the instruc- tions in Chapter 5 of NFPA Standard 13A. 2. BELLS WILL NOT WORK WITHOUT POWER.Since the bell gets its power from the fire or security panel monitoring the alarm system, if power is cut for any reason,the deice will n,-,t provide the desired audible warning.Alarms gener- ated by the activation of waterflow detectors may not be received by a centre!c; if telephone or other communica- tion lines to the detector are out of service,disabled, or open. 3. BELLS MAY NOT BE HEARD.The loudness of the alarm device meets or exceeds current Underwriters Laborato- ries'standards.However,the bell may not alert a sound sleeper or one who has recently used drugs or has been drink- ing alcoholic beverages.The sounding device may not be heard on a different floor from the person in hazard or if placed too far away to be heard over the ambient noise such as traffic, air conditioners, machinery,or music applianc- es that may prevent alert persons from hearing the alarm. THE SOUNDER MAY NOT BE HEARD BY PERSONS WHO ARE HEARING IMPAIRED. 4. Sprinkler systems and associated bells are not a substitute for insurance. Building owners should always insure prop- erty and lives being protected by sprinkler systems. 5. if valves controlling the water supply to a sprinkler system are closed,vane-type waterflow detectors will not work and bells will not sound.All valves controlling a sprinkler water supply should be sealed or locked in the normally open po- sition.The normally open position should be monitored by a sprinkler supervisory switch. THREE-YEAR LIMITED WARRANTY System Sensor warrants its enclosed SSV or SSM bell to be free from defects in materials and workmanship under nor- mal use and service for a period of three years from date of manufacture. System Sensor makes no other express war- ranty for this piece of equipment. No agent, representative, dealer, or employee of the Company has the authority to increase or alter the obligations or limitations of this Warranty.The Company's obligation of this Warranty shall be limited to the repair or replacement of any part of the bell which is found to be defective in materials or workmanship under normal use and service during the three year period commencing with the date of manufacture. After phoning System Sensor's toll free number 800-SENSOR2 (736-7672) for a Return Authorization number, send defective units postage prepaid to: System Sensor Repair Department RA 0 3825 Ohio Avenue St. Charles, IL 60174. Please include a note describing the malfunction and suspected cause of failure.The Company shall not be obligated to repair or replace units which are found to be defective because of damage, unreasonable use, modifications, or alter- (L ations occurring after the date of manufacture. In no case shall the Company be liable for any consequential or Inciden•. A= tal damages for breach of this or any other Warranty, expressed or Implied whatsoever, even if the loss or damAge is caused by the Company's negligence or fault.Some states do not allow the exclusion or limitation of Incidental or conse- quential damages, so the above limitation or exclusion may not apply to you. This Warranty gives you specific legal rights, and you may also have other rights which vary from state to state. C7 W ...I D770-11-00 4 i 158-674-02 0 System Sermon 1994 4 �I DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE nv � ' TRAFFICIMPACTFEE PLI _ �� WO KSHEET OLIN GORES ' (FOR NON-SINCYLE FAMILY USES) I Y21P HONE: RATE PER TAxP N ' 3�a LAND USE CATEGORY 10 SITUS NO. DDRESS' $16 0 RESIDENTIAL BUSINESS AND COMMERCIAL $42.00 OFFICE $155.00 NDUSTRIAL $182.00 INSTITUTIONAL $70.00 PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT(PROMISSORY NOTE) LAND USE CATEGORY DESCRIPTION OF F KDAY AVG.TRP WEEKEND AVO IP DEFER TO OCCUPANCY USE 2,70 RATE f BASIS: -" Af flk6u%'A' qfOftoSQ S CALCULATIONS: C l C- PisI " _Cry Rm DeietwIvi4tr4,N x EkeV65a wecVeA A\IfkA yTr,f rKa x . dse ar00� IL rz FFFj E T T IP GENERATION: 67"1 x 10.0 =- ,105 3 I Tr.P-5 00= d .10 ^' '� %!C d ars J O m :OR ACCOUNTING PURPOSES U' OP:LY J ADDITIONAL NOTES: %111A TR NS M&6 P P D AWL- 4/24M ,4/24M f%dm&-"Vp YMPACT.doc bnnUNO CC wASMNtITON COUNTY February 24, 1997 CITY OF TIGARD OREGON Frank Wood I.M.F. Development PO Box 151 Clackamas, OR 97015 TRAFFIC IMPACT FEE FOR TIGARD COVENANT CHURCH Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $7,408.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third option is to defer payment until oc... pzncy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1 at of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no later than 5.00 p.m. on March 10, 1996 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639- n. 4171 . oc r~n / m Bonnie Mulhearn WDevelopment Services Technician c: TIF file Building file 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)6W2772 From: "Hap" <HAP.COT> To: tom Date sent: Fri, 24 Jul 1998 07:50:17 +0000 Subject: (Fwd) TIGARD COVENANT CHURCH A��S Send reply to: hap@ci.tigard.or.us Tom: Research files ... .... Get what reports we have .... Contact David Cedars and get thein to final approval.....Stay on top of this on a daily basis until complete.....If there are life safety items not done and they are occupying, tell him I have no reservations regarding taking him to court..... I have included Jean's research so you have a good idea what's outstanding. They must finish SOON. thanx......hap ------- Forwarded Message Follows ------- From: "Jean Heitschmidt" <JEAN.COT> To: BRIAN, JULIA Date: Thu, 23 Jul 1998 18:44:35 -0700 Subject: TIGARD COVENANT CHURCH Cc: HAP TIGARD COVENANT CHURCH PLEASE. UPDATE CUP95-0008 JULIA: On June 22, 1998, you gave them 30 days to provide a tree-mitigation plan. If it's okay now, please update CUP95-0008. BRIAN: ENG97-0063 status? How about an okay for final in the log notes (if ready) for CUP95-0008? HAP: They never requested the final inspection after we told them no occupancy because the fire doors were on back order (or else it L was because we had not inspected the fire doors yet (a final insp. item). The church looks open to me and probably has been since David Cedars stopped in dazed and confused 061998. The bigger problem is the prvt. site permit was never inspected - again, they didn't know they needed those inspections and pro!)ably disregarded SIT97-0005. (Although I added it to their inspection request numerous times.) Also, there is a huge retaining wall holding up the top of Little Bull Mountain. I'm sure someone knew thtit needed an inspection. Where are all the springs draining? Isn't Little Bull Mountain Tom Plescher -- 1 -- Fri, 24 Jul 1998 08:51:12 volcanic? Back to the building, the hold up was the kitchen; to be installed, plumbed etc. later by the church members (per David Cedars 061998). They didn't apply for it like that and need to modify the original permit and obtain a new permit for kitchen only plumbing when they start that work. David did not have a problem with a temporary C of O because of the kitchen, just all the other stuff. I haven't heard from David Cedars or the church all month. i hope they don't think they have an approval (of any kind)just because they finally paid their fees. (Tom P. is inspector of record.) Someone from the church should let us know what is gong on. If the fire doors are installed, we should do an inspection and let them get a limited temporary permit for Sunday services. The church members are way out on a limb here with the site work • someoria needs to get the special reports (only for Engineered Final Grading Report) together and give there a phone call. ell- a iY m t� w Tom Plescher — 2 — Fri, 24 Jul 1998 08:51:12 A Deport for IMF Development Geotechnical Evaluation Proposed Covenant Church S.W. Pacific Hwy. do Naeve Road, S.W. Tigard, Oregon 4,4�L 1' � 1. / 1 1 g. ii.N 1"- U) w M V W Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 BRAUN IN'TERTEC CORPORATION Braun Infor,eX Corporation BRAUN" y� 6032 N.Cutter Circle, Sts. 480 P.O. Box 17126 N T E R T E C Portland,Oregon 97217 503-289-1778 Fox- 289.1918 Engineers and Scientist ging the Built and Natural Environm"Is March 4, 1997 Project No. EAAX-97-0187 Report No. 09-037-2781- Mr. Frank Wood IMF Developme:.t 10716 S.E. Hwy. ^12 P.O. Box 151 Clackamas, Oregon 97015 Dear Mr. Wood: Re: Geotechnical Evaluation for the Proposed Covenant Church, S.W. Pacific Hwy. and Naeve Road S.W., Tigard, Oregon The geotechnical evaluation Voll aulhc !zed on February 27, 1997, has been completed. The purpose of these services was to assist you and the engineers in designing foundations and preparing plans and specifications for the construction of the new structures. Summary of Field Exploration Results Three soil test ,its (TP-I to TP-3) were excavated in the proposed construction areas. The general soil profile was 12 to 18 inches of topsoil followed by alluvial deposits consisting of medium stiff sandy silt stratum extending to a depth of 3 feet below existing site grades. A stiff clayey silt stratum was generally encountered below 3 feet and at least up to the maximum explored depth of 9 feet. Groundwater seepage was encountered at a depth of 31b during our test pits excavation. a. Variation in groundwater levels should be expected seasonally, annually and from location to Nlocation. We anticipate that the groundwater table may rise during months of peak runoff. Summrry of Recommendations m Based on our evaluation, it is our opir_ion that the proposed structures can be supported on convAntional shallow spread footings. We recommend the net maximum allowable bearing a achy of f 2,500 psff or sfiaIIown Additional 100 psf of bearing capacity can be added per foot of excavation below feet below existing grades. For example, for IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 2 footing at a depth of 7 feet below existing grades, net maximum allowable bearing capacity (if 3,000 psf may be used. The concrete floor slab w.-1vbe placed over the competent native soils or on-site fill soils after the subgrade has been proofrolled to confirm its firmness. General Pleise refer to the attached report for further explanation of our recommendations. If we can provide additional assistance, or observation and testing services during design and construction, please call us at (503) 289-1778 or (800) 783-6985. Sincerely, Travis T. Nguyen, E.I.T �Q Staff Engineer � at N Are r• tt� � Sam M. Adettiwar M.S., P.E. A( AD� Senior Engineer EXPIRES: o. ttn/crl:cal/pas 'a �n c: Braun Intertec Corporatlon, St. Cloud Office 'm C7 W .J E\p(mps\eamx\teotechlx-m\tixx97.107 Table of Contents 1.0 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2.0 Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3.0 Purpose and Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3.1 Subsurface Exploration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3.2 Laboratory Evaluation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3.3 Engineering Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4.0 Surface and Subsi!:ixce Features . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4.1 Site Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4.2 Soils and Geology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4.3 Groundwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 A.4 Seismic Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 5.0 Conclusions and Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 5.1 Site Preparation . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 4 5.1.I Site Preparation During Dry Weather Construction . . . . . . . . . . . 4 S.L2 Site Preparation During Wet Weather Construction . . . . . . . . . . . 3 5.2 Excavo i[)ns and Construction Dewatering . . . . . . . . . . . . . . . . . . . . . S 5.2.1 Construction Dewatering . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 5.2.2 Excavations/Slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 5.3 Foundation Support . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . I . . . 6 5.5 Retaining Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 5.6 Drainage Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 5.7 Pavements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Q, 5.7.1 Asphalt Pavement . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . 9 5.7.2 Concrete Pavement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 +� 5.8 Construction Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 6.0 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 6.1 Use of Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 J 6.2 Level of Care . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 BRAUN'" Braun Inimi coqvorarten 6032 N. Cuffw Orcle, Sw 480 NTE RTEC P.O Box 17126 PorAand, Oregon 97217 303289-1778 Fax:289.1918 Engineers and Scientists Serving the Auilt and Natural Envimnments March 4, 1997 Project No. EAAX-97-0187 Report No. 09-037-2781 ' Geotechnical Evaluation Proposed Covenant Church S.W. Pacific Highway and Naeve Road S.W. Tigard, Oregon 1.0 Introduction Braun lntertec Corporation has completed a geotechnical evaluation of the project site (site). Authorization for our services was provided by Mr. Frank Wood of IMF Development. 2.0 Project Description The project site is located at the east corner of S.W. Pacific Hwy. and Neave Road S.W. in Tigard. Oregon as shown in Site Location Map, Figure 1 attached. We understand that present plans are to construct a one-story church building, landscape areas, and associated parking and driveways. The proposed structures will be concrete/wood framed construction and will be constructed with a slab-on-grade. The proposed construction will require excavations and several retaining walls to achieve proposed grades. Based on our knowledge of the topography of the site, we believe that at least 10,000 Mrd' of cut soils may be a removed to establish finished site grades. oc N rn 3.0 Purpose and Scope m wThe purpose of our evaluation was to assess the subsurface soil conditions at the site in order to J I provide appropriate recommendations for site preparation and foundation design. In general, our evaluation inchlded the following authorized scope of work items: IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 2 3.1 Subsurface Exploration In order to ascertain soil conditions at the site, three soil tesi ;pits (TP-1 to TP-3) extending to depths of 7 to 9 feet were made using a rubber-tired backhoe. Subsurface soils were logged in the field and groundwater seepage was noted during test pit excavations. Test pit locations are shown on the Schematic Site Plan, Figure 2, attached. 3.2 Laboratory Evaluation Laboratory evaluation was not deemed necessary for this project. 3.3 Engineering Analysis Engineering analysis were performed using the results of subsurface investigations. Our analysis included bearing capacity calculations and settlement estimations. in addition, recommendations were developed addressing general site preparation procedures, excavation/slopes, floor slabs, retaining walls, drainage, and pavements. Results of engineering analysis and our recommendations are discussed in Section S of this report. 4.0 Surface and Subsurface Features Surface and subsurface features at the site described below were present at the time of our field explorations. IL 4.1 Site Description oc t— The site Is a rectangular shaped parcel of land located at the east corner of S.W. Pacific Hwy. and Naeve Road S.W. in Tigard, Oregon. The site is currently covered with grass and occupied mby brush and numerous small to medium size mature trees. C9 tu -J The site topography consists of an upper terrace in the southeastern portion. The site generally slopes downwards towards west - southwest with a relatively gentle gradient. IMF Development Project No. EAAX-97-0187 Report No. 09-037-1781 March 4, 1997 Page 3 4.2 Soils and Geology The project area is underlain by fined-grai�ied facies (Pleistocene) alluvial deposits generally consisting of coarse sand to silt deposited by catastrophic glacial floods. The soil deposits extend to a depth of several tens of feet and are underlain by sedimentary rock. Specific soil units encountered in the explorations are briefly discussed below (Reference DOGAMI Open File Report 0-90-2, Beaverton Quadrangle). Topsoil - Generally 12 to 18 inches of topsoil is presented. Up to 18 inches of topsoil was encountered in TP-3 in the western portion of the site. Sandy Silt - The topsoil is underlain by brown medium stiff sandy silt (ML). The soil stratum extends to a depth of around 3 feet below existing site grades. Qayev Silt - The upper silty soil stratum underlain by brown and blue mottled stiff clayey silt (ML) stratum. The clayey silt stratum extends to maximum explored depth of 9 feet below existing site grades. 4.3 Groundwater Groundwater s,-epage was encountered at a depth of 31h feet during our test pits excavation. In the western portion of the site, we noted standing water at the ground surface. Variation in groundwater levels should be expected seasonally, annually and from location to location. We anticipate that the groundwater table may rise during months of peak runoff. a 4.4 Seismic Considerations t•- N The site falls within seismic Zone 3 with a seismic zone factor of 0.3 as classified by the LUniform Building Code of 1994. Based on the local geology and the soil conditions ra encountered, the soil profile at the site is S. with a site coefficient ('S' factor) of 1.2 (Table 16-J W of UBC). Our evaluation of the subsurface conditions at the site did not indicate the potential J for soil liquefaction or landslide hazards associated with a seismic event at the site, or in the vicinity of the project site. However, It should be noted that a site specific seismic evaluation was beyond the present scope of services for this project Such an evaluation could he performed at an additional fee with your written authorization. IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 4 5.0 Conclusions and Recommendations Based on the results of our field work, laboratory evaluation and engineering analysis, it Is our opinion that the site is suitable for the proposed structure and associated improvements provided the following recommendations are incorporated Into the design and construction of the project. 5.1 Site Preparation In general, we recommend that all structural improvement areas be drained of surface water (pumping from a sump hole, if necessary), and stripped of non-soil materials, highly saturated or disturbed soil, and any other deleterious materials encountered at the time of construction. We envision that initial site preparation will consist of the removal of 12 to 18 inches of topsoil and some trees. Excavated soils can be reworked as fill soils provided they are free from organics (see Section 5.1.1 do 5.1.2). Prior to the placement of any fills at the site, all exposed subgrade surfaces should be pro4rolled with a loaded dump truck. Areas found to be soft or otherwise unsuitable for support of structural loads (fills or foundations) should he overexcavated and replaced with cr,mpaLted till. Selected samples of the materials to be used for fill should be submitted to our laboratory in oder to evaluate the maximum dry density and optimum moisture content and to evaluate the suitability U soil for use as fill. All required structural fill materials placed in the building and pavement areas should be moistened or dried as necessary to near optimum moisture conditions and compacted by mechanical means to minimum of 95 percent of the maximum dry density as determined by the modified Proctor test (ASTM D-1557). Fill in landscape (non- structural) area may he compacted to 90% relative compaction (ASTM D-1557). Fill materials should be placed in layers that do not exceed about 6 inches (for silts) to 12 Inches (fir sands) m when placed. w _J 5.1.1 Site Preparation During Dry Weather Ce struction The on-site native soils could be considered for use as fill provided they are free from organic materials and debris and the work is performed during dry weather. However, it Is anticipated IMF Development Project No. EAAX-97-0197 Report No. 09-037-2781 March 4, 1997 Page S these materials will have a moisture content in excess of optimum, except perhaps during the driest months of the year, and accordingly, will require drying to achieve compaction. 5.1.2 Site Preparivion During Wet Weather Construcdon The on-site native soils are highly moisture sensitive and thus will not be suitable m structural fill during wet weather construction. An all-weather, clean granular fill containing less than S percent material passing the No. 200 sieve, such as sand, crushed rock, or sand and gravel, is recommended in order to achieve compaction during wet weather grading operations. During wet weather grading operations, all excavations should be performed using a smooth bladed tracked backhoe working from areas where material has ,yet to be remo,ed or from the already placed structural fill. Subgrade areas should be cleanly cut to firm undisturbed soil. Placement of crushed roc:; should follow immediately after site grading to provide protection of the sensitive subgrade soils during construction activities. In traffic areas, the placement of a one-foot thick granular working base is generally recommended with thicker sections and/or geotextile fabrics recommended in heavily traveled areas. Generally, three to six inches of crushed rock is sufficient in foot traffic areas. Proofrolling of exca%ation bottoms is likely not appropriate during wet weather grading to avoid disturbance of moisture-sen3itive soils. Should construction take place during wet weather, we recommend that a Braun Intertec representative be present to observe the subgrade to evaluate whether additional preparation is indicated. Excavation and construction operations may expose the on-site soils to inclement weather conditions. The stability of exposed soil may rapidly deteriorate due to precipitation or the action of heavy or repeated construction traffic. Accordingly, foundation and pavement area excavations should he adequately p-otected from the elements and from the action of repetitive or heavy construction loadings. 5.2 Ex,:avatlons and Construction Dewatering W Our recommendations for excavations/slopes and dewatering are provided only for the benefit of the contractor and other parties involved in the project. A more thorough analysis and recommendations can be provided at the time of construction, if requested. IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 6 5.3.1 Construction Dewatering Minor groundwater seepage in excavations should be anticipated during the wet season of the year. For most of the excavations for this project, pumping from sumps outside the limits of the excavation should control groundwater seepage and surface water ponding. 5.3.1 Excavations/Slopes Temporary earth slopes may be cut near-vertical to heights of 5 feet. Excavations deeper than 5 feet should be performed in accordance with Department of Labor Occupational Sarety and Health Administration (OSHA) guidelines for Type A soils. Generally, excavations deeper than 5 feet and up to 12 feet may be cut at a temporary slope of 0.5H : IV. Please note that job site safety is the sole responsibility of the project contractor. 5.3 Foundation Support Based on our evaluation, it is our opinion that the proposed structures can he supported on conventional shallow spread footings, We recommend the net maximum allowable bearing capacity of 2,500 psf for shallow foundation design. An Additional 100 psf(per foot of excavation below 2 feet of existing grades) of allowable bearing capacity can be added to 2,500 psf for deeper excavated footings. For example, for footing at a depth of 7 feet below existing grades, net maximum allowable bearing capacity of 3,000 psf may be used. The recommended allowable bearing pressure is intended for dead loads and sustained live loads and can be increased by one-third for the total of all loads, including short-term wind or seismic loads. Footings should have a minimum dimension of 18 inches and be - laced at least 12 inches IL below finished exterior grades to minimize potential for localized shear tailure and for frost a protection. Interior footings in heated portions of the structure may he placed at any convenient depth below finished grades. J m Allowable lateral frictional resistance between the base of footings and the subgrade can be t9 LU expressed as vertical load times a coefficient of friction of 0.35. In addition, lateral loads may be resisted by passive earth pressures based on an equivalent fluid density of 350 pounds per cubic foot (pcf) on footings poured "neat" against granular or silty soils. These recommended IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 7 value include a factor of safety of approximately 1.5, which is appropriate due to the amount of movement required to develop full passive resistance. We estimate that foundations designed and constructed in accordance with the above recommendations will experience total settlement.% generally less than 1-inch and differential settlement between columns generally less than 'A-inch. If the ' otings are constructed during wet weather, it may be neces3ary to protect the foundation excavation bottoms from disturbance during construction activities. In this regard, we recommend that a 3- to 4-inch thickness of crushed rock be placed at the bottom of the footing excavations immediately after the excavation is completed. If footings are constructed during the drier summer months, this crushed rock layer should not be required. 5.4 Floor Slab Support A slab-on-grade can be designed using a modulus of subgrade reaction value of 200 pounds per square inch per inch of settlement (PO for ,granular or native subgrade. The proposed slab-on- grade may be supported on structural fills placed over the existing native soils after the removal of topsoil and any loose surface materials and after the subgrade has been proofrolled to detect any soft areas. In order to provide uniform subgrade reaction beneath any proposed floor slab- on-grade, we recommend that floor slabs he underlain by a minimum of 6 inches of free- draining (a maximum size of 3/4 inch witlk less than 5 percent passing the No. 200 sieve) well- graded gravel or crushed rock base course. The base course material should be compacted to at least 95 percent of the maximum density obtainable by the ASTM D 1557 test procedure. L The crushed rock should provide a capillary break to limit migration of moisture through the p� slab. If additional protection against moisture vapor is desired, a vapor retarding membrane r may also be incorporated into the design. Factors such as cost, special considerations for construction, and the floor coverings suggest that decisions on the use of vapor retarding �t membranes be made by the architect and owner. J 5.5 Retaining Walls Because the site is a 'cut-site', we recommend the use of concrete retaining walls or gravity walls to minimize excavations or costs. Generally, lateral earth pressures on walls which are IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 8 not restrained at the top, such as retaining walls, etc., may be calculated on the basis of an equivalent fluid pressure of 35 pcf for level backfill and 60 pcf for steeply sloping backfill. Walls that are restrained from yielding at the top such as foundation walls may be calculated on the basis of an equivalent fluid pressure of 55 pef for level backfill and 90 pcf for steeply sloping backfill. Lateral loads may be resisted by passive pressures acting against footings and by frictional resistance between foundation elements and supporting soils. An equivalent fluid density of 350 pounds per cubic foot(pcf) and a friction factor of 0.35 may be used for design for foundations bearing on and resisted by native soils. The recommended equivalent fluid density includes a factor of safety of 1.5 which is appropriate due to the amount of movement required to develop full passive resistance. All backfill for retaining walls, foundation walla, etc., should be select granular material (Rand and/or sandy gravel). We anticipate that on-site material will not be suitable for this purpose and that it will be necessary to import. material to the project for structure backfill. All backfill behind walls should be placed in lifts not exceeding 6 inches in loose thickness and compacted to at least 90 percent of the maximum dry density obtainable by the ASTM D 1557 test procedure. Care in the placement of fill behind walls must be taken in order to insure that undue lateral loads are not placed on the wall. 5.6 Drainage Considerations Any areas of the building which are to be developed below the exterior site grade must be provided with a well-designed drainage system in order to control hydrostatic pressures against walls, seepage of groundwater through base walls, etc. Foundation drains should be placed at the base of the footings to prevent surface and shallow perched water from migrating beneath the footings. Under no circumstances should surface v� runoff water be led into foundation drains. Surface run-off at the upper terrace in the northeastern portion of the site and surface run-off from roofs, parking areas, etc.. should be M tightlined to the storm sewer of other approved disposal areas. E5 W J IMF Development Project No. EAAX-97-011:7 Report No. 09-037-2781 March 4, 1997 Page 9 5.7 Pavements The following recommendations are presented as preliminary for your consideration. The civil engineer for the project may have more traffic and project design data available than is presently known and may wish to modify and refine these pavement sections. We will, upon request be pleased to provide a more detailed pavement design when definite traffic and building plans are available. Prior to placing the base or leveling course the subgrade should be proof-rolled with a loaded dump truck to detect areas or pockets of unusually soft material. These should then be excavated and replaced with suitable compacted fill. A geotextile fabric (Manufacturer's and Brands: Mirafi 500X, Amoco CEF Style 2002, or an approved alternate) should be placed over all fine-grained soils (silts-clays) prior to the placement of base rock to prevent subgrade intru3ion into the granular structural fill. 3.7.1 Asphalt Pavement We recommend that asphalt pavement be designed for an assumed subgrade California bearing ratio (CBR) of 4 for silty subgrade. A typical asphalt pavement section would be: lwdwm Entrance Car iYitl 1 Servio Roads Parking Asphalt Pavement 4 inches 21A inches IL (Ore:. St. Class C) RK ('rushed Rock Base 12 inches 8 inches cn (Ore. St. Spec.) Asphalt pavement base course materials should consist of well-graded I'A-inch or i4-inch minus crushed rock, having less than 5 percent material passing the No. 200 sieve. The base course UJ and asphaltic concrete materials should conform to the requirement set forth in the latest edition of the State of Oregon, Standard Specifications for Highway Construction. The base course material should be compacted to at least 95 percent of the maximum density as determined by the ASTM D-1557 test designat;on. The asphaltic concrete material should be compacted to at IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 10 least 90 percent of the theoretical maximum density as determined by ASTM D-2041 (Rice Specific Gravity). 5.7.1 Concrete Pavement We recommend that concrete pavement be designed for a mudulus of subgrade reaction of 150 pci. A typical concrete pavement section would be, Entrance Car Material Servi,;,e.lioads FAUM Concrete (4,000 psi) 8 inches 4 inches Leveling Coarse 2 inches 1 inches (Sand or All-Weather Base) 5.8 Construction Monitoring We request that we examine and identify soil exposures created during project excavations in order to verify that soil conditions are as anticipated. We recommend that the structural fills be continuously observed and tested by our representative in order to evaluate the thoroughness and uniformity of their compaction. If possible, samples of fill materials should be submitted to our laboratory for evaluation prior to placement of fills oto-site. Costs for the recommended observations during construction are beyond the scope of this current consultation. Such future iervices would be at sus additional charge. OC f— 6.0 General m WThe conclusions and recommendations presented in this report are subject to the following general conditions. IMF Development Project No. EAAX-97-0187 Report No. 09-037-2781 March 4, 1997 Page 11 6.1 Use of Report This report is for the exclusive use of the addressee and their representative to use to design the proposed structure described herein and prepare construction documents. The data, analyw.., and reconunendations may not be appropriate for other structures or purposes. We recommcini that parties contemplating other structures (,r purposes contact us. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. 6.2 Level of Care Services performed by the geotechnical and materials engineer for this project have been cogducted with that level of care and AM ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty. expressed or implied. is made. d RK U) m W IMT Development Project No. EAAX-97-0187 Report No. 09.037 2781 March 4, 1997 Page 12 We will bn pleased to provide such additional assistance or information as you may require in the balance of the design phase of this project and to aid in construction control or solution of unforeseen conditions which may arise during the construction period. Sincerely, Travis T. Nguyen, E.I.T Staff Engineer N Sam M. Adettiwar, M.S,, P.E. q41. AD� Senio, Engineer EXPIRES: ttn:sma/cal/pas Attachments: Site Uvation Map Schematic Site Plan Test Pit Logs Soil Classification Chart IL c: Braun Intertec Corporation, St. Cloud Office a to c� W .J r:\xmurs\exxx*olech\n-zleaAx97.1 S7 JUL--31-1997 10:42 FROM MSS I NC, SSOC. TO 15036847,297 P.01 r moo Ince l3UIILOINC�r�P�SPQN ENOINEERINO CONSULTING 531 S.W. raurlh Street CnNsllla, OreQe••r 97333 CONSTRV0710N MANAGEMENT 4 Phtmv:(541)753-1320 SURVFYINQ 1 FAX: (*ai)753-9956 SU9DIv1810N8 F CUX r ans m- Cl Ar 1-t-ItAl DATE: To: Pot qlajS� , • T 7� � �►vic..,p�wG Ot'1a f FROM: L/ TOTAL PAGES NOTES W iii • 1� . .•. .. s JLL-31-1997 10:43 FROM PSS INC. SSOC. TO 150`36847297 P.02 'Q• MSS Inc. ED PROF 531 SW Fourth Corvallis, OR 97333 (541) 753.1320 . tiN SEN ..rrr r+iiir,;•.i.rr ..�� .�...� .,.�. w..r ��, •iii� •�..:� irr .� •, • t AMP Up MAX. SLOPE1 a A k' N0 '' clu - I Vol I Snow and Snow Drift Goads FOR Tigard Covenant Church Hwy 99 and Neave Tigard, OR Prepared By: M.S.S. INC. 531 S. W. 4th ST. COR 1IS, OREGON 97333 j541)753-1320 TEL x.541 J753-5956 FAX a Project No y306 March 1997 m w MSS Inc. 531 SW Fourth Corvallis, OR 97333 (541) 763-1320 m r n �7O n - G' + m n -A - o `�I 1 N A Y) a 1 � O � 11 1 11 IL 1 (V \ A W \\ O n - onso0lf P 1A zz 1 nTj f • f f f ��i�i►i�i'i�i�i�i�i�i� tMA��►.��.��y��♦ • v MSS Inc. - -- - -- 631 SW Fourth Soso +� x Corvallis, OR 97333 (641) 763-1320 L :D TA 3060 I^' 10 (A) O 1m� Jw � Di 11 f l I l hI , [�) _ Ir o e 10 SFA. RJff E. Cll1.1.IJ a � A I1_I 1.111 �LJ1 co I 74 m I W �r I v I SS Inc. 99 L P 6 1 W Fourt Cory it a, OR 333 T ,ell� c oar.Gc a o� m � s I Ulrll la Project Name:��1Page' SUMMARY !4roject -- 1 . Project ..... _ _ I I G1� f (..Ir'►V� �^ 2 . Project Afithr?55 -IJW,, l a �AJF 3 . raty/1 own - i&t,— �� U IL r, County 4 . Mottling, Gross Aren(ll') r)► 0"L'� 8 . No. of floors Attached Chapter I Vile ID Description Attached Forms and Building Envnl„gym Vomi 3e ©u11111m.4 Envelope-General ri Worksheets 3t) Prr±sclilllive Path- Zone 1 3c. Pregcriplive Pall)--Zone 2 IndMalq gffRchaml C1rahock boars 311 Simplified Trade-off U forms RnA Worksheet 3n Wnll(.)-factors O wnikshr•ers 31) Boot t1-frlciors U _ 3c Floor U-Inrlors O liynll!III^ I milli Ifl�liy':Im!111!i Il�rnmrlrll» �� - U ' 41) Conilllvx liytilr.tlln U Worksheet .4n (Inlln►y Air CowIIIIonW7q Air Cooled —^ U 4h 1 Intlmy Ali Cowlilif►►Ims-Writer Cooled U 41- Uf►llnry I lonl I'unlp--Ali Cooled U 4fl 1.I11ttnry .l leal Plump-Water Cooled U It, l Idlmy A(;A I lent Pump-Fvnporallvely Cooled U •11 Prickngod I emdnal Air Conditioner--Air Cooled U 4g Packaged I i)rn anal Heal Pump-Air Cooled U 411 Wnler Chilling Packages-Water A Air Cooled U I 41 Boller -r rns-fired& 011-fired Cl _ 4j • •Funlnre!a find Unit Heaters-Gas-Ilred& 011-fired U 'Llghlhul I mnn►� 5►i 'I_Itllilirig-geperal 51) Inlelim l_Ighting Power-Occupancy Method {{ I 5c: Interior Lighling Power- Space-by-Space Method Wfillcr:herl 5n Interior Lighting power U ” 51) l_ig'nling Schedule i 5c Interior Control Credits t ; 7 . rl:uu, A 10. Telephone S S3 ZJ� h . r;rrtnlr:lrly I� Inc 11 . Dale IJn. of I'rnlr)s Descripllon of Document `I Forms 24 Forel 31) Project Name: &71M CpV. e-VAPOP'. PRESCRIPTIVE PATH — ZONE 1 r Walls Proposed j ;�� Code Requlrements ;t Snnl+►r .7 1? (a) --� —tC a 1r/ 9 Wall (lln7ing GIn7log Wall limul'o Max Max Min. r Ihnrugh'� F4 lot n Wnll/litsulnlinn 11,po Alen Ainn (%) U- R- % U- Insul'n rli.;cussam ullrnrr n► (11<� ( 112) (c)t(b) Factor value Qlaz'g lector R� llri4lrnrrr ___ x100 value �I 1 Masonry ,Integral w/ �— _ 16% .0.30– loose 0.30 hill } loose 11112 t 2 Masonry ,I- rT degrnl w/ �- - — -- 30'K 0.7:1 ne I tlyid 1111.1 3 Masonry or rrn+rlr•j,•1 -- - - 30% 0.13 or 11 t j'I wAnletior locuilollutr .11� 4 Masonry ill vr,rn•i,.l,.i 16% 0.30 or 1.4 w/cnnlUtnr,rn1 r••1. ri. 1 '•1 Fr loo 11,liinr t 6 M11•anny 1r1 r+rnr tr•h�1 - --- -- 30% 0.21 or 2.8 i w/cr,nhm$fily,videllnr h 1t311111hnn �� Ji— it vl /� ^ p r 30% 013 Ntr lA� � J�O$ _ l� Oi.Z.�7 (tlhrl 30K 0.138 Ilolow(Marin ria 0.11 1 SAB p.3-14(01 A Proposed Code hequiremente disrusglon of Proposed Proposed Skylight Skylight Aeeemby► skyllphh and ntrl skyllyht hnclhn(%) Proposed Ia7ed stroke Cut,lpnnrrlrl (gross 117 Area 117 (r)i(b)x`100 U tarlor (Max.) axnl (Max.) venle. g f;kyHflldrt __ — Slo�8 Z _ $Z 1'L o + 671r 1.Q3 !i -- ;. Other (a) --(b) (d) Compo- Plt+prsed Code Requirements nents — �� Max.U-lecicr Min R-value I See pp.3.15 Cclnponent U tactor R-value of assembly insulation only ,y through X In for n 10 �Yhldowae ,_ 0.5A- r i+ dlgcuae►on of Ihlg Mnx. Minding coc111clool:0.577 > eectibri of lire loan 11 Uournn 0.20 12 f loon ovot unrondilk,nrrl Ip+su;rft _ 0.07 of Ileated still retro`► 7.5 CL I 13 Roots (t -�-- 0.05 or 19 OC 14 Glazed snloko vrnlls 1.23 or double ezed i'1 -._ . --- — --- 11 ` Notes r (141n11nen1 vmlrlld n1 rtnr:unty rlrlrl ctxM trdr•wne; frit Mr/11�r+l wall incn nrnn. i, All crimen Ir,Ivr Mild Al Inmtl No(rrtlt7nt+)oil ctrton 11111!11 tin 1111nr1 WIII+vetmicttllle or A(tlft"ltRnl fill InguIntion. t All roirn owt,14 hnrtrl lrn,lrlN tntle)eirsolnin rigid Inissoinllen Ingettg approved for lige In►elrill mosorny walls. 1� 4 Anil Insnlnllr,t+lontnllntl to nmlril n1 wand Irnrin wnll9 s1+n11 be Instilaled to the krN depth of the cavil .Up to 6 Itches In 41t 1 1 g 11ds bnlrin w:r1 svI In nllnw n drnthlo glnzed skylight with a 0.5 Iry +err space wdh one paha listed. Wthis vnttln was nn1 In nllow n double glazed window with it 0.5 Inch airspace,low-e coaling(e s 0.-00).That wkdoW of OV .J I j r, �#a; ,1 winrlow w101 Ill";mmn or hel1Ar energy ella►acterlstles VAN meet the standard. l 1 ,} ' A lkdnrl rntdnnt l—min nntisiles Ihls triquIrement.Oln?ing lot merchandise display Is exempt from shadklg coefllclent �j � rnqullntnnnlc t " 1110 11-1,10"1 i•,n t r•ntra ill pnnnl U-Irctor for an overhoad rtovr.the following doors era exempt: 1)entry/exd doors with a I Innl wit lift td 11vol rrr In;�,rind 21 overhead roll door& y P,Ir+1 11 rli t:nasion of npproved melWa for Installing slab arise Insulation for 1leetrttl glebe-on•gtede ol+ntlut•-;tnnkn annln n►e exempt from U•Inclor req•.tlte,rlents. ) 3-2 Huildillg Envelope i Form 5a --- _ Project Name:I&e-w (A v- GK Pa®e: LIGHTING - "GENERAL 1 Interior Exceptions (Section 1316.1 , ,I ;;f U No interior Lighting. T he building plans do not call for new or altered Interior lighting.Skip to i Item 4, Exterlor nullrling t_Idhting- no,legal, below. p I•' {' Exceptions U Exception. Tho butldinfl or part of the building qualities for an exception from code lightingli f See n discussion of requlremenls t Ile nppllcahle coda exception Is Section , Exception .Portions of the qua►9yingexcep- building which qualify. 110118 oil p.5.7 - ---- 2. Local 9111ut-off Controls (flection 1.716.1.2.1911 Complii-i. At lice;l 1111u liil:;il shtll 1111 Itli!llinlf eolith+: for ovoiy 2,W0 srlunro feet of lighted floor nlen 111111 lire rill shares enclosed by walls or c4tHnd:,eight parilllons.This control(s) Is detailed In Illn builrlinif plans nn rhawiny nlutrber E 1 : Exceptions IJ Exception. I ho building or pail of Ilia building qualities for an exrepllon.The applicable code ~:on of drscusslon of excepllon Is Secllon 1316.1.2-.1,1•, E=xception . Portions of the building which qualify:_r qualifying excep- � Ilona on p. 5.8. 3. Office Controls (Section 1316.1..9.1,7 U Not no Office Occupancy iwvi :1,000 sunnio fool. U Complies. All Inferior liyltliuy syslrrtns aro equipped with n separate automatic control to shut off Ilia Iigilllng Hold lot;al ovrrtido switching. I hese dontrol(s) rue detailed In the building plana on Exceptions drawing number, _ j i Spe a dlsamsion of U Exception. The building or part of the building quaiilles for an exception.The applicable code qualifying excep- excep1i11n 1s Section 131(;.1.2.1.2, Exception . Portions of the building which qualify: Hong on P.6-9 - Definition 4. Exterior Building Lighting - General FxrEniof? IJ No Erlet log Building Lighting. Skip the rest of this form. t30HI1NG Is IN �J COMP►Iles- 1:011111111018 items 5 and 6 below. lf1�H1 Ilgllflrg directed to �,...,. llluminalerhes. Exterior Building Lighting Controls (Aeetion 111161�.1.a� •xledorofthe J Cnt111 i bulMing and l IIrA. I Ilk' ht tilling pines Ioqlire Thal all exterior building lighting Is equlppad with sutomatio erf/acenl wnll+wnys coliln+I•; ,Insrl lhod In Sic. 1310.1.2.2.These controls 1110 delalled In the bufiding pions on and loading areas t'� ! will)orwithout dtawirnl number �� . canopies. U Exception. flit) exterior building fighting is Intended for 24 :tour continuous use. i 6. Exterior Building Lighting Power ,section 1816.7.2 !! �+J Complies. The pians nail for Incandescent lamps granter than 10 watts for use In extI., j building lighting. ` r �; IJ Exception. Ilio h1111din1l plans Indicate tuminalies with Ir-candescent lamps greater than 10' wnun, 11111 11n•y III Ir I,pmconl of loan of thin tolnl Inalnlfod exterior igmps. lot' � � I �� I' '+• ? ill' ` + � , +.l (41") Fonns d Worksheets �„� F011ll 51) I'1t1�t!C) NAllle: I IC,40 Co CIA Page: INFERIOR LIGHTING POWER _ Ocou auo method �I Retail or (el j Merchan- (1i) H (d) • 1 (n l!l I disc Max Llq ting Liger Il"i11 Power Power Power Group Atr+n As Allow. budget (ie) (W/1I7) o-d x• +f (Group M) li��r„hir•�;I mina P.of n , _.. Mllr+t 1111+:1 III(CI,I11I9 low M II mn;1 Is JNN bmlwnno? I mill n,txx)'1� rnl.1 -— nlr+n b1(c),11119 row - — - 2,tlrin P a e,eW II nIr11 emv?nrl9 - nnlrn mrn ht(rl,Ihln mw n INIU 1.7 16,800 U:Res Other (a1 (ftl I„l --Id) -- Than Max ” F (9) 1 •;li11q floor P Lighting G lou M ower , :�,ti• Power rp Group Occupn11cy Ilse 11•IgM Ate' Allow. Budget Sri,I,.,1-I I tot d in^Irnrllnn^ ILM ) jAMOM IP,Ivvf •s AZ•I- n� o2M1 59bot k<rt_ IN f,wiIll 1111111• ! 1' r1, �F�IGLS �1�7�LwA��(�QIM S Iltlaktl I!1 6, 1 3�dVj r �� lj1r70 •✓ o _. �__ of lost nr• Q-f�IG-IOJS�� Illlrirl 11;11!1+I �, Inrrl 1.11 11KIII• 1. 701al I11lerlor Lighll11g Power llurlgnl(Wnlla). Athl tu11rnn11a hl ct1111111;1(11)• 2. Still'Ill"pngn Ininl(s)from Wotkeh001.,h, nom`- 3. lolnl Ih ont IeO.I()Ihnrk Iltlhllntl _ 4. Mu111 t11y IIr1n 3 by.r,i) E. Tolnl IMrnira I.1!1111111g Puwet.Athl 1111017 ni►tl 4. gt7r] 8. Total C11ntrnl Crodit Irom Wotkah0.n1 til:-. ----� PAF •s Z. 7. To181 AINuM„r11111h11ng PnwO.t(W).Iildillar 1 N11e►13 1111111 Ilnn F. tN+n rlr+gitpl nln/•I Ihn IIutN101'�1'11101 "V”N Ih►0 7 la loss 111111 His" 1,olherwiAe tedelalg11. a oc C9 •I r' W 41,. �a 5-2 ►fyrm►ly 14" S t T� fel A.0 �-�V 4,%-J TO. RECEIVED Jim Funk-Pians Examiner City of Tigard-Bldg Dcpt. 13125 SW Hall Blvd. APR 2 5 1991 Tigard,OR 97223 COMMUNITY OEVELOPMENT 26 March 1997 RE: Site plan review BUP#974005 Tigard Covenant Church Review response. Dear Mr. Fvak: The:ollowiag is a record of corrective actions taken in respousc to your review of the site plans for the Tigard C'jvcnant Church. Refer to revised drawings where indicated. I believe that we have addressed all your concerns.but if anything is unclear or inadequately detailed.please contact me by phone as soon as possible so that we may avoid unnecessary delays in getting permits issued. SITE WORK -.''/I//.t(efer to signed document from the soils engineer stipulating that a special test for liq efaction is not U4arranted as specific site conditions preclude liquefaction from occurring. I< <��' fp), f r f A 1}4.2 iF4 Allot/ I-r.f4 2 Copy of decd will be provided by IMF Development or the church. See new slit S7 Erosion control plan ll c f t aK r� n o 1 +^ It/j�►�' • �4 Retaining wall details and calculations as referenced on shl S5B are included with revisions. (AtSoils inspection and testing will be by Braun Intertech. Special Inspection Form is included with isions. 6. torn water drainage plans have be revised in consideration of table 11-2 of the UPC. See revised sht. S3. (,/Ice#6 above. r8 Roof drainage and collection is shown on slit S3 and bldg sections. / lJ� re(lows at hydrants meet requirements. Sec attached fire flow work sheet. W f j A r/ 10 C parking, sec revised site layout plan slit SI. �,�� 1 —ALL—�; See#10 above. 11 . j If there are an%,questions. I can be reached at(541)753-1320.Thank you for your consideration. W a S Clflllly W W s S n T'. Graham P.M. RECEIVED APR 2 5 1997 T0: Robert Poskin CBO COMMUNITY DEVELOPMENT City of Tigard-Bldg Dept. 13125 SW Hall Blvd. Tigard,OR 97223 26 March 1997 RE: Plan review BUP#97-0085 Tigard Covenant Church Review response. Dear Mr. Poskin: The following is a record of corrective actions taken in response!o your review o,the structural plans for the Tigard Covenant Church. Refer to revised drawings where indicated. I believe tha'we have addressed all your concerns,but if anything is unclear or inadequately detailed, please contact me by phone as soon as possible so that we may avoid unnecessary delays in getting permits issued. SITE WORK 'A' Roof drain lines have been added to site drainage plan. Roof drainage is indicated on foundation plan and in bldg sections. Drainage is to a site detention system as shown on site drainage pian. ENERGY COMPLIANCE d. Energy compliance forms were previously submitted. An additional copy will be forwarded with revised plans. �. Insulation over platform has been changed to R-19. This should not adversely effect overall building; compliance. ACCESSIBILITY -1�1, Access ramp has been added. See Sht D I .Thermostat heights are now shown on sheet MI as+44"above finished floor. Stamdard mounting ht. Detail added to plumbing plan P3. �4. All doors to accessible spaces are coded to receive handicap hardware. Code"G". See schedule sht D 10 FIR,"ND LIFE SAFETY �jeed fot lock box noted on building elevation(slit. D3 A)and door schedule. ]Oft above grade elevation for I box not possible due to low eave height. a fes,. N e for battery backup requirements has been added to lighting plan sheet E2. . Extra signs have been added where they were missing,battery backup requirement noted Sht F2. m Fire extinguishers located on floor finish plan. J /Does not apply. Fire extinguishers will be surface mounted. Door numbers modified on schedule to match floor finish plan. / On'fled. Shall be 20 min doors. /1/20 min.doors already specified. See schedule sht D10. 9, Panic hardware already specified nn sht D I O hardware code"A". 1 Floor plan and section now indicate that 518"type-x shall extend on side and back walls to floor ��elov�t. I. Extra draft stops have been added. See Roof Franking plan sht. D7. Smoke and fire dampers at Ihr corridor pcnetratio,is already noted on mechanical layout slit M1. Fi alarms will be a designtbuild item and arc noted as a deferred submittsl on rover sheet. l ""S 13 above. Cl s B roofing requirement noted on elevations and roof plan. No dead bolts are specified for this project. Hardware code sheet is generic. STX'UCTURAL Snow load drift loads have been done but were left out of original submittal. They have been included with the revised submittal. 2,/�xpiration date has been added. — / "edge or surface mounted flush bolts"are specified for this project. Nrr water heater strapping or anchors has been noted on plumbing plan. Nootte has been added to window scheduL that skyiights shall be listed and approved and shall meet A requirements of UBC 2409. PLWBING FIXTURES /-111" 'An extra drinking fountain has been added on floor plans and plumbing plan sheets. If there are any questions, 1 can be reached at(541)7-1 '-- fh ink you for your consideration. fully ct . ` Graham P.M. CL a a- _J in t7 W _J