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DashNumberEnd r CHRIST THE HING LUTHERAN CHURCH ADDITION ur n mu ue o mra OR rte. StORAGE Ell 79 Ell J (C J TI o� E RPOS 79 KITCHEN E � G 11 X02 Ell Lij �7) E PANTRY 104 ow, otson evsEKEs mnaorm LL DATI r� s -- N -- fJ CAc� 00 Y1m10 . 248 SEATS MAXIMUM 0 CAPACITY OCCUPANCY iO PLAN 0 S L 1 NOTICE: IF THE PRINT OR TYPE OiJANY � � I1lil1l I17 ICl iIr1rT il-r iii Ill -r1i iii I � ! ISI ISI III ISII ISI ISI ISI I ISI ISI f� Ct� ISI III I1I1I (1 Iji1l1l II IIIMAGE IS NOT AS CLEAR AS THIS NOTICE, 2� � I � 13 I r� 14 I I � rJ I 16 I � 'T Ill I � $ I � 19 � ZO I I 11 I 1� IT IS DUE TO THE QUALITY OF THE No-36 � ORIGINAL DOCUMENTE 6Z ' 8Z LZ � 9Z 1 fiZ £Z 7, TZ O7� 6T 8i LT 9Z 4I t'T EY Zi LT i 6 I 8 L 8 4 3' E Z ion��w r � CHRIST THE HING LUTHERAN CHURCH ADDITION uw n mu n. m mem at � STORAGE n KITCHEN MULTIPURPOSE 102 3 0 N z Lo W ® 'T(:ILET PANTRY DULL OL" WFE3 a jav vvnvv nr z Dm coO N 236 SEATS MAXIMUM Q CAPACITY OCCUPANCY O PLAN v 0 i.i 2 M L NOTICE: IF THE PRINT OR TYPE ON ANY Jill II 118(I 1II �►TII 11 ( I ► �� I 10fl ( II1-(lIMAGE IS NOT AS CLEAR AS THIS NOTICE, 7111 lI7�1iIVT7 lT 3 II1Il ( illll III III VIII I IT IS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT S Z BZ LZ 9 Z 4Z SZ Z TZ Z 8T BT LT T 4T 6T ST ZT TT T e B L16X 9 9 S Z Towuw J+ iui I>il�iu> i�lllll(��(III uuluu (u(�I(� �( u(�I IJ«�(( ull�liu uu6lu Iluluu Ilu (III ullull uul(ul lul (ul Iluluu uiul�u( � uJd�u u ul[r�11 i r CHRIST THE KING LUTHERAN CHURCH ADDITION --- wr m MAC am oma STORAGE 101 1 KITCHEN 102 C� 3 D U Z gig < /TOILET PANTRY 103 104 Data, OLSON VEERES � � �� �� �•Ma�fl+os W W N m+u 2 W _! Din do JOB MAWR BY CSC= N 2 ge OCCUFANT 00 MAXIMUM e `1sp w FER OCCUPANT Q 0 OCCUPANCY o PLAN O :E w a L I � NOTICE: IF THE PRINT OR TYPE ON ANY 'T. r�_i_�il. - -i_l ' I-��� Ir.�.r_( if,�_ 11iir � l 1flIII1 I � Ill � i r � Ili � f Ilfilli lllfrii tl ► (_i �_I rlill � i 1 � rlrir r� � � � � r 11111.11 f � II � � � � ( � 111 � 1 IIIII � I 1111111 IMA IS T A 1 2 3 4 I I II II 12 a� Lo 6) GE O S CLEAR AS THIS NOTICE � � � $ 9 - 1O Z I ~��� IT IS DUE TO THE QUALITY OF THE No.36 9), o "n.rr' ► °—: . ORIGINAL DOCUMENT 09 6Z 89 LZ ~ II � 1 I Ill_( l 111 81111 11.11 1lJ 1 11 . ZIll ljdll 61 III► IIII li IIII IIIIIIII IIII ►III IIII IIIIIlli IIII IIII l�ll 111 �«� IIII. !��� ! !� IIIIIIIII ���� !��� �� �� 11 �Il�b�i1��wl l 4 ��Fii.77L�h,..,:u1�°:?i, A.,.la�'i{a)J_I:!'.a6 w7'! isYI11,1LS21i!✓ .L. a�d: c,Yl:. K.wy .+w�kHY"'lni�Td 1il�iFrTEf i W cs C r r 3 O c z v z X v I 11305 SW BULL MOUNTAIN RD f t-x'.-^r-,.;*"!' -- ::rv.P.""_'^^""�'n"`�"'^ Y**^'l�tw:"�w'�""� ....ta.w.w•n,•..rw�snw.w-,.�www..w..^ _,....+.......,........•'RY'...�pyswi,v,.-.. -.,n ,. t SIGN PERMIT APPLICATION COF TIGARD Date Att`Yuet 15 19 7�? No. The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 1.1.305 5 .41, null Pto�7.•1tain Road APPLICANT: Owner, x Lesliee Authorized Representative NAMEXOMPANY -hr s s f ;ict — LUTT 7 _ — Tel. _ PROPOSED SIGN: Freestanding Wall Projecting .Other SIGN DIMENSIONS I. '! AREA �U 14• t-t• HEIGHT WALL AREA PROPERTY FRONTAGE COST $400 ZONING DISTRICT __.ILLUMINATION _. MATERIAL 000 COLOR . COPY Chri::;' E'ilig DRB _ EXISTING SIGNS: Freestanding Wall _ Projecting _ Other COMMENTS: All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed within ninety days after the issuance of the permit, the permit shall eLANNING DEPART ENT become null and void. Permit Fee _ 25 . 00 Approved r,Ii Applicant's Signature Receipt�o. Renewal Drte �_ Address r e IepFtone FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER—_ -- --- — DATE 1 OCCUPANT ,_;; ///' r( r ll(�i;l %' (*0W11 OCCUPANCY 1941 LOCATION YOUR AT Tf NTION IS CALL/ED TA THE FOLLOWING FIRE SAFETY DEFICIENCIESS tJf/1/VC: y �iy �j /%>✓�� %�:a // a �r h' ✓. �F�r�.%J ��V yam` C la, FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN 7AvS WILL. MkK[ .00 LIATAA PROSECUTION; SHOULD r-4E RESULT FROM SUCH CONOITIONS YOU MAY BE LIABLE FOR DAMAGES TO PFRSONf r f►}fpPER v-*Wig-/PROVISIONS Oor ORS 470 100 L By --.--� �• WASHINGTON COUNTY FIRE DISTRICT Al t �w 'fes 20665 S.W. BLANTON STREET 40 ALOHA,OREGON 97006 649.6577 PRESENTED TO_I FORM 000 40 4 \. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639 ai75 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. ' Post/Beam Struct. Mech. Rough-in Gyp. Bd. Bld San. Sewer Gas Line Appr/Sdwlk Reins. Other: �- Date: /vZ-�L A.M. _P.M. Entryy: Address: 113--c.S <> e2L nantC��'sf f�� /C/ LSte: MST. _ - -- BLIP - 1-- on/Own: -. MEC: ZU -�Je.-,)V /ff Z�S^�0 SSC,I- PLM: _ 3 EI_C: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: c � 600) Inspector __ Date: - [!�PRC,V,E,D. --_-DISAPPROVED/CALL FOR REINSP. CF CO Arr"tovti _-- ------ _----- pF, JIGAan D1 �I1 d � G � CHRIST THE KING CHURCH DRAINAGE CALCULATIONS � v Calculations performed by: BENTLEY ENGINEERING COMPANY Gregory S . Chiodo, P .E . 2020 S .W. 4TH, SUITE 950 PORTLAND, OREGON, 97201 �ti��,p PRfIfF�ri 14014 ✓��Y26.90000 CORY S. G�\ CHRIST THE KING CHURCH DRAINAGE CALCULATION TECHNIQUES AND PROCEDURES TECHNIQUES All calculations will done in accordance with the techniques in the King County , Washington "Surface Water Design Manual " . References made to tables and figures reference the above named manual . Hydrographs were developed utilizing the Santa Barbara Urban Hydrograph method and the computer program "HYD" as supplied with the "Surface Water Design Manual " . The same program group was used to add hydrographs and estim&Le preliminary pond and orifice sizes . Final pond size , configuration and orifice size were determined using routing techniques and the pond inflow hydrograph ; a spreadsheet was developed to perform the necessary calculatic.-is . PROCEDURE The site as currently developed was divided into 6 drainage areas , numbered 1 thru 6 . Drainage areas 3 , 5 and 6 will be unaffected by this and future developments . A hydrograph for areas 2 and 4 combined and another hydrograph for area 1 were constructed utilizing the existing manhole in 112th as point of consideration . These hydrographs were developed based upon ultimate full development of the site . as shown on the site plans submitted with the church ' s application for conditional use approval ( see order CUP 91 -0005 ) . These hydrographs were then added to develop the combined flows from areas 1 , 2 and 4 for the pre-developed condition . The peak flow from this hydrograph will be the maximum allowed for post dp',elopment conditions . Only the flows from post development areas 1 , 2 and 3 can be detained . Therefore , hydrographs for areas 5 and 6 combined and area 4 were developed . These hydrographs were then added to determine the peak flow from areas 4 , 5 and 6 . The allowable release rate from the detention pond is then the difference between this peak rate and the pre-development peak runoff rate . A preliminary pond configuration and orifice size were then determined . Final pond configuration and orifice size were determined thru an iterative process . Only the final iteration is included with these calculations . Pipe sizes were then determined using the rational method . Since distances were short and slopes relatively steep , the time of concentration was assumed to be 5 minutes in all cases . This is a conservative assumption , but not too conservative in this case . WATER QUALITY No water quality amenities were provided since it was not practical to provide them within the constraints of the church ' s conditional use approval without utilizing the public right-of-way(along the church ' s east boundary) .. The city' s engineering department indicated that such use of the right-of-way would not be permitted . y > > > a S S g g m O > o' 0 w w w oe w w 7o w w w w w w w w w w A 70 b b b b b b -, bb b b b c b b b b b b S W y WCIO b b b b b b S b b b b b b r w w w w w w a s a n a a w ca w w Eli DVk'(;SIIFI 'AI j HOLLOW METAL k SOLID CORE-WOOD yC YC AINT GRADE-WOOD r Yt ye ie 'TEEL Z y. EXISTING-RELOCATED C'1 i! iE kDOOR BY PANEL MFR. _ x TEMPERED TYPE-"T" INSULATING TYPE-"IT" y -- - k IRE TYPE -- C PAINT r N STAINLn -- -- 70 MANUF.FINISH J' o rm x % W. x x x x HOLLOW METAL y p d 52 r e� ie yc Y. TELL 4 0.4 m EXISTING-RELOCATED z 7, — % ;10. Y. % % % % % % % >! % IIA IN1 -------- z MANUF.FINISII a > > a a a a > > > a Y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a a a a a a >` a a a i - i c $ $ g FIRE'RATING-IN MINI I FS J O ee J J N 01 u A w N N N IIARI)WARF(iR(11111 N N N N VlA U LA w i, A � r J � r 17 P fir- t�j 7� 7a w 7o w w w w C N yL Cn `'' :r. �' b h o b b b o CC" n O - - -- n w -' CA r � y y > y L'F:I)WG SHEET Al b � <<'„ cr^„ m y, / - HOLLOW METAL > "� X x SOLID CORE-WOOD y HINT GRADE-WOOD -- - TEFL ------- p XISTING-RELOCATED OOR BY PANEL MFR r s x zy TI:MPFRED TYPE-"T' INSULATING TYPE-"IT" r d k IRE TYPE"W" --- - i! k YC PAINT n Ye i! Dt k STAIN x n MANIT.FINISII - no xd C opo X HOLLOW MI'TAI, n M TEEL re z IXISTING-RELOCATED C) y — -- - y G y K k Y. ;! i Y. / PAINT Z. p MANUF.FINISH — _ o > � c a a y a a a a -moi !•Z�{ CC• rT _ W Q a a a a a y T � r I IRI.RA I ING-IN MIND ITS HARDA'ARF GROI T N A O � N T � QQ Christ the King Church October 11, 1995 ARCHITECTURAL BARRIER REMOVAL PLAN The following barrier removal plan is submitted in compliance with OSSC Section 3112 (a). A. Parking See attached plan showing modifications to parking lot and path of travel to new accessible entry. Estimated Cost: $3500.00 " B. An accessible entrance Modifv door hardware at new main building entry. Estimated Cost; $500.110 C. Accessible Route Modify door hardware as needed at all accessible areas within existing sanctuary building(7 doors), s' Estimated Cost: $1000.00 D. Accessible Restrooms 1. New unisex toilet room is constructed with new building addition per ORS 447.241 (d) E3timated Cost: $20,000.00 2. Existing toilet facilities in Sanctuary building (Rooms 120 and 121) were constructed in 1987 and meet accessibility requirements. Stalls comply With figure 30b. Estimated Cost: $0 F. Accessible Telephones Owner will provide one(1) accessible telephone. Estimated Cost: $500.00 F. Accessible Drinking Fountains New accessible. drinking fountain will be installed in new addition. , Estimated Cost- $2,500.00 G. Alanns Drawing E3 shows new fire alarm with audible and visual strobes throughout entire facility meeting ADA requirements. ' Estimated Cost: $10,000.00 With the above modifications, the site and all areas within the existing Sanctuary building constructed in 1987 and the currently proposed new addition will be accessible and meet the intent of Chapter 31. Areas within the existing nwlti-purpose building constructed in 1962 (Rooms 106, 107, 109-1 16) may not meet requirements of Chapter 31. Barriers within this area are being removed as part of this construction project in areas where remodel construction is shown on drawings. The owner intends to completely remodel this remaining facility within three (3) years and remove remaining barriers. Per section 3112 removal of barriers at the remaining areas such as doors and toilet facilities, are technically infeasible now due to excessive cost. /tib,a C110 t We V A"OW4PP . J t lv Vr a� fi i��1t C• ll r �? L L?0 V �.r• / _ i SOC r,S ►. 7 0 i�✓ v v� �✓-t lv .1 l' v J�- - 1 e/f jq � � � � DULL OLSON WEEDS A R C M I T E C T S October 11, 1995 James Funk Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 RE: Christ The King Lutheran Church PC8-22C BUP95-0331 Dear Jim: Following is our response to your Sept. 11 letter concerning structural and mechanical plan review for the above referenced project: Site 1. See attached as-built drawing for the previously installed storm drain system installed with the construction of the parking lot improvements in 1992. The storm drain system installed with the parking; lot project is designed to accept the roof and catch basin drainage of this project. 2. See revised sheet Al.1. 3. See revised parking lot striping plan showing van accessible spaces, sheet Al.1. 4. Accessible route. See attached site plan showing relocated accessihle parking stalls and accessible route, sheet A1.1. 5. Soils inspections. See attached form. inspections will be provided by Carlson Testing. 6. Architectural Barrier Removal. See attached barrier removal elan. 7, See revised Section 5 on sheet A4.. ARCHITFCTIIRF!P1 ANNING 'INTrRIOR DFSIGI! 319 SW WASHINGTON S1 NO 200/PORTLAND.04 97204/(503)226-6950 FAX(503)273-9192 j James Funk October 11, 1995 Page 2 Energy 1 1, 2 & 3. See attached energy compliance forms. L 4. See Architectural Drawing Detail 4/A7 for typical slab edge detail. Construction will comply with section 5303 (d)4. Fire and Life Safety 1. Per previous conversations with your office, this building is to be Type VN construction. We have previously submitted to you a sketch showing the location of 2 hr area separation wall. See revised drawing set for complete details of 2hr wall. t2. Exterior canopies not required to be V-lhr. construction. 13. All fixed glazed Openings will be '/, hr rated per specification section 08800. �4. Multi-purpose room i l l. Existing accordion door will be removed. Three(3)existing exits are shown on plan. •5. Exist T & G to remain enclosed in new wall construction. 6. Exit signs are shown on sheet E2. Structural r 1. See attached structural engineers calculations showing roof support for mechanical units. 2. Walk-in cooler information will be provided b equipment manufacturer after subcontractor is selected. 3. See attached special inspection forms. 4� See attached sheet S2 showing 5'-6"square footing. Door types are on sheet A2, not Sheet Al. �6. Truss details will be submitted by contractor with shop drawings. 7. Attached are three (3) additional copies of sheets M1, M2, P1, P2, El, and E3. I James Funk October 11, 1995 Page 3 Mechanical -1. Sec attached product description for structural construction of HVAC equipment. �j7 12. Application and plans for type one (1) hood will be submitted by contractor when available. .�: HVAC units will be labeled. 120 volt receptacles on roof are shown E3. 4"'Required smoke detectors in ducts are scheduled on sheet M2. System will comply with section 1009 (a) (b). I hope the above information is helpful in finalizing the plan review for this project. 'Thank you for your assistance in resolving those issues. Please contact me or Barry Deister with questions. Sincerely Dull Olson Weekes Architects �,v C. Olson AIA Partner SCO/vg Attachments cc: Bob Bosak, Christ The King Church DULL OLSON WEEKES A n H i r r c I s August 22, 1995 Building Department City of Tigard Attn: Jim Funk 13125 SW Hall P.O. Box 23397 Tigard, OR 97223 RE: Christ The King Lutheran ChurchAdditi,n Occupancy Classification Jim: Please find attached with this letter (3) floor plans which I am submitting as supporting documentation for our request that the new addition to the existing Christ the King Church be considered as an A3 low concentration occupancy instead of A2.1. /,s we discussed in our phone conversation this morning, the primary use for this room will be to provide facilities for banquet dining and conferences -which their existing building cannot currently support. Both these uses are catagorized as low concentration uses. Floor Plan 91 illustrates a layout of typical 5' diameter banquet tables spaced at the minimum spacing recommended by standard interior design and space planning quidelines. Allowing for minimum circulation, this layout provides a maximum seating capacity of 248 occupants. Floor Plan #2 illustrates a layout of folding chairs as might be arranged for a conference or meeting. I have allowed a minimum of 2' between rows of chairs with a minimum 5' circulation around the perimeter and 6' in the center aisle. This arrangement allows for a maximum seating capacity of 236 occupants. Floor Plan #3 illustrates the occupant load of the roorn under the most extreme high concentration conditions which allows for 7 s.f. person as prescribed by the UBC table 33-A for high concentration assembly areas. This allows for no seating and minimum circulation and still accomodates less than 300 occupants. I cannot forsee any occasion at this facility when this kind of occupant load would occur, but we would be willing to post a notice in the room stating that the occupant load should not exceed 299 people. Agr'H1TFrT11Ar P1 ANNIK iIormnR n,siGN 319 SW WASHINGTON ST.NO 200 1 PORTLAND,OR 97204/(50j;226-6950 FAX 00)273-9192 August 22, 1995 Jim Funk Page 2 I appreciate your consideration of this request concerning the classification of this addition as type A3 which is cnicial to the feasibility of this project . If you have any questions please don't hesitate to call me. Sincerely, Dull Olson Weekes Architects Barry Deist Project M, ager Attachme,lts: Floor Plans cc: Bob Bozak Christ The King Church File DULL OLSON WEEKES A N C M I T E C T E SEE 35MM ROLL# 22 FOR LARGE DOCUMENT September 11, 1995 CITY OF TIGARD OREGON Barry Deister c/o Dull Olsen Weekes 319 SW Washington Suite 200 Portland, OR 97204 Re : Christ the King Lutheran Church 11305 SW Bull Mountain Road PC8-22C BUP95-0331 The structural and mechanical plans have been reviewed for conformity to applicable codes . Provide four (4) copies of revised plans incorporating the following requirements . Site �� . Provide a site drainage plan showing termination of drainage system. Catch basin piping cannot terminate at a dry well . A. Roof storm drainage piping must be connected to an approved storm drainage system [Section 3207 and 2905 (f-) and OPSC Section 14011 B. Provide a grading and drainage plan illustrating grade breaks and control elevations of the parking lot . I, Provide an erosion control plan. 3 . Parking spaces for persons with disability shall include at least one van accessible stall with an adjacent access aisle on the passenger side of the vehicle [ORS 447 .2331 . 1 04. The accessible parking stalls shall have an accessible route located at the front not less than 36" wide and continuous to a curb ramp located near the building' s main entry (OSSC, Chapter 31, ADAAG Figure 9] . A. Where crossing traffic lanes, the route shall be a designated marked crossing with detectable warnings at each entrance to crossing lanes of traffic [OSSA Section 3104 (b) ] . Provide an illustration of the route and cross-sectional details of the curb ramps . Complete and return the enclosed soils special inspection form. Copies of all special inspection reports shall be filed with this office continually during placement of structural fill and grading, and final reports as required for completion of work [OSSC, Section 7105] . 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Barry Deister September 12, 1995 Pg. 2 i A sum equal to 25% of the project cost shall be allocated for the cost of removing existing architectural barriers . Provide a list of the barriers and the order of elimination [OSSC, Section % 3112 (a) ] . 7 Unisex signage is required for toilet 103 . Signs shall be installed on the wall adjacent to the latch side of the door and be centered J r GO" above finish floor. The finish, color, braille characters, and pictorial symbol signage shall comply with accessible requirements of Section 3109 (0) . Energy �1. Submit a completed Form 2a (Summary sheet) from an Energy Code Compliance Manual (Revised January 1993) . Include .relevant compliance forms and documentation. -2 . Submit completed applicable Forms 4a through 4j , and required duct insulation Form 4a through 4c of the Energy Code Compliance Manual (Revised January 1993) . (3 . Subm=it completed Forms 5a, Sb, 5c, and 5d from an Energy Code Compliance Manual (Revised January 1993) . at. For slab-on-grade floors, the perimeter of the floor shall be insulated with a thermal resistant material, no less than R-4 . The insulation shall extend downward form the top to the bottom of the thickened slab (footing) [Section 5303 (d) 41 . Fire and Life Safety �./�. Protection of ceiling roof assembly is required in Type V-1 HR Gconstruction. A. Provide details of protection for the one-hour ceiling roof assembly. B. Ducts penetrating the ceiling throughout shall be protected with fire dampers [OSSC, Section 4305 (b) ] . C. Ducts penetrating the walls of fire resistive corridors shall be protected with combination smoke and fire dampers [OSSC, Section 4306 (j ) 5] . D. Provide a detail of the fire rated shaft giving access to the roof hatch through the ceiling/roof assembly. E. Provide a detail of the fire rated ciu-t shaft for the Type I hood. F. Exposed Glu-Lams shall be constructed and labeled for one-hour fire resistiveness by the manufacturer [48C Std. 43-9441 . Barry Deister Septemb-ar 12, 1995 Pg. 3 , l 2 The exterior canopies and their structural columns shall be of V-1- HR construction. Provide details . �A All openings other than doors in fire rated corridors shall be protected by fixed glazing labeled for a three-fourths hour fire protection rating in accordance with OSSC, Section 4306 (i) . 4 ,� Multi-purpose room 111 shall have a second exit to the exterior. Distance between exits shall not be less than one-half the diagonal J distance of the room [OSSC, Section 3303 (c) ] . Wall coverings in a fire rated corridor shall have not less than a Class II flame spread rating. The existing T & G siding to remain U n in the corridor, as shown, must meet the Class II rating. Provide G�R^ documentation. U 6 . Provide a reflective ceiling plan showing location of exit illumination in the corridor and sanctuary including all adjacent meeting rooms which can be open to the sanctuary (OSSC, Section 3313 (a) (b) ] . A. Include the placement of a lighted exit sign over the new (to be provided) second exit from room ill . Structural Provide an engineer' s analysis of the roof components supporting the 600 pound mechanical units. The walk-in cooler shall bear the insignia of a prefabricated structure in accordance with OSSC, Section 5007 (a) . Complete the enclosed special inspection form and return it to this office . Copies of all special inspections reports shall be filed with this office continues lly during construction and a final, signed report submitted prior tr occupancy approval [OSSC, Section 306 (c) ] . A . Sheet S-2 shall illustrate the 516" square footing at Line 1, Grid B. vS . Section 8800 of the specification manual references sheet A-1 in the door schedule for type of door. The sheet A-1 I have reviewed does not have that information. Please clarify. r6 . Manufacturer' s details and specification for each style of truss 4 used must be on the premise for completion of the framing inspection. Barry Deister September 1 1995! Pg. 4 1 ^^ 7 . Provide three (3) additional copies of sheets M1, M2, P1, P2, El, and E3 . Mechanical 1 . The attachment of permanent equipment (HVAC) supported by the building' s structural components shall be designed to resist the total. design seismic forces prescribed in Section 2336 (b) of the Structural Specialty Code. Provide an engineer' s design specifying ,r attachment requirements [SSC Section 302 (b) ] . 2 . Submit application and plans for the Type I hood and suppression r� 1� system permit process. 3 . Each individual roof-mounted HVAC shall be permanently labeled as to the areas it serves [Section 504 (e) ] . In additi .)n, each unit shall be equipped with a power disconnect and a 120-volt receptacle shall be located within 25' of each unit [Section 5091 . 4 . A smoke detector shall be installed in the main return air duct:_ of each system providing air in excess of 2 , 000 cfm. An additional smoke detector shall be installed in the supply duct, doornstream of the filters . Activation of any one detector shall effect a shut- down of the system [Section 1009 (a) (b) ] . If you need to discuss any of these items, do not hesitate to give me a call . Sincerely, ,James Funk Plans Examiner bup95-0331/pcB-22c I DULL OLSON WEEKES A R C H 1 T E C T ! October 16, 1995 I City of Tigard Building Dept. Attn: Jim Funk 13125 SW Hall Blvd. Tigard, OR 97223 RE: Christ the King Lutheran Church Additioal Unisex Toilet Facility Dear Jim: This memo is offered as further support that the Unisex Toilet 103 is being constructed to comply with the requirements of the 1991 UBC for accessable toilet facilities. Because of the proximity of the existing Mechanical Room 119 to the West of the existing Womens Toilet 121, altering these existing toilet rooms 120 & 121 by widening the stalls to make them comply with the current UBC would be physically infeasible. The common wall between the mechanical room and the toilet room has existing electrical panels mounted on it and the location of an existing furnace in the mec!)anical room would prohibit relocating this wall any further to the West. Under Section 3112.(a) for alteration of existing buildings, these existing handicap toilets meet the requirements as specified by ADAAG figure 30 (b). Therefore, the construction of a new unisex toilet in the addition is offered as part of the long range plan for barrier removal at the church as spelled out in the accompanying "Architectural_ Barrier Removal Plan" and should be allowed as part of the 25% required dollar amount for ADA upgrade. I hope this answers your questions regarding this issue. If you have any further question please feel free to call me. Sincerely, Barry U. Deister ProjectMa j Dull OI Weekes Architects l- ARCHITFCTURF r PI ANNING INTFRIOR OFSIGN 319 SW WASHINGTON ST,NO 200 I PORTLAND.OR 97204 I(503)226-6950 FAX(503)273-9192 SECTION 08700 DOOR HARDWARE 2.03 EXIT DEVICES A. Provide shim kits at all doors where exit devices cross door glazing. 2.03 KE'IING A. Provide temporary construction cylinders for locks, as needed by contractor to s-.cure pre-o.;bes, all keyed alike. Supply twenty(5)keys for use by Contractor. B. Permanent Door Locks: Designee to allow keying by hardware supplier. Keyed to Owner's keying system. C. Supply 2 keys for each lock. D. Mark all keys "DO NOT DUPLICATE" Do not make keys with door number, bittutg or key symbol. Serially number all keys in accordance with Owner's instructions. E. Supply keys in the followiag quantities: 1. 6 master keys. F. All locks to have six(6)pin keyway,vet ify keyway-with owner. 2.04 FASTENINGS A. Furnish hardware with all necessary screws, bolts and other fastenings of suitably size and type to securely anchor in position and harmonize with hardware material and fmish. 2.05 FINISHES A. Finishes are identified in the schedule at the end of this section. PART 3 EXECUTION 3.01 INSTALLATION A. Installation of Recessed Door Hardware: L Install recessed hardware, then remove and store recessed hardware in a secure place during application of door and frame finish. 2 After finishing doors and frames,reinstall recessed hardware. B. Installation of Surface Mounted Door Hardware: 1. Anchor kick plates with oval-head full-thread screws, spaced uniformly at a maximum of 5 inches on center at kick plate perimeter. 2. Anchor thresholds with a positive anchoring device or expansion shield and anchor bolts. 3. Set thresholds in mastic calk. 3.02 COMPLETION A. Operating Hardware Adjustments: I. Check and adjust operating hardware and each door operation to ensure smooth operation. 2. Lubricate moving pans with tvpe of lubrication recommended by manufacturer. 3. Use graphite or WD 40 if no other lubrication is recommended. CHRIST THE KING AUG 95 LUTHERAN CH►JRCH ADDITION U870U 5 SECTION 08700 DOOR HARDWARE 4. Replace hardware which cannot be adjusted and lubricated to operate correctly. �. Adjust door closers to required opening force and closing speeds, per ADAAG. Door closing speed shall be consistent through-^ut the building. Properly adjust backcheck on closers per manufacturer's recommendations. B. Contract Closeout Adjustments: I. Where hardware installation is made more thwi. one month prior to occupancy of a space or area,return to the work not more than 7 days pt for to occupancy, and make a final check and adjustment of door hardware. 2. Re-adjust and inspect hardware for opening fo-cc and closing speeds, per requirements of ADAAG,after final system balancing of Mechanical Systems. 3.03 HARDWARE SCMiZ DULE A. Required Door Hardware: I. Furnish the following hardware groups for each door as indicated on the Door Schedule, and as required for a complete project. 2. Include items listed and required for a complete project regardless of omissions or conflicts in Contract Documents. 3.04 SCHEDULE HW_I QTS ITEM _ NIFR �v�N1�F.�___ SIZE FINISH 6 ea. Butts MCK T'4A3786 4 1/2 x 5 639 1 ea. Exit Device VD 9947L-F x 17 Lever 612 1 ea. _ it Device VD 9947EO-F 612 -1 ea. Cylindcr SCH 2O-022 612 2 ea. Closers LCN R1461-FC 690 2 ea. Mag. Holders LCN SEM7850 690 1 set Smokegasket PEM S88D H)Y_2 r a. Butts MCK TA2314-NRP 4 1/2 x 4 1/2 612 1 ea. Passage S?t SCH SIOSx 10-025 NeFtune 612 1 ea. Deadbolt SCH B460 612 1 ea. Closers LCN P1460-FC 690 1 ea. Kickplate TIC B3EKP 36"x 2" LDW at 630 door 102B only. 1 set Weatherstrip PEM S88D I ea. Door Bottom PEM 315DN I ea. Threshold PEM 272Ax282A HW-3 3 ea. Butts MCK TA2314-NRP 4 1/2 x 4 1/2 612 1 ea. Exit Device VD 99NL x697NL 612 1 ea. Cylinder SCH 2O-022 612 I ea. Closers LCN P1460-FC 690 1 set Weatherstrin PEM S88D I ea. Door Bottom PEM 315DN 1 ea. Threshold PEM 272Ax282A CHRIST TIIE KING AUG 95 LUTHERAN CHURCH ADDITION 08700-6 s n I d(IOaC,32IVMQZiV}[ ' 'I N N N M r eo a n i O O O $ N S3 UIMW HT E)XLV-d 3N:i NI o 0 0 m ¢ Q a d g a d a a a ¢ Q a ¢ ¢ 2, 0 HSDUA'zMNVW Z ' LNIVd x xy, x x x x x x x A U A a31dJ01_3s-Ot1LLSIX d w s 133.L x x x z ° �dd Q CD A a -- 3V.L3W MOIIOH x x x x x x x x x x x Wx a ZO u r7 HSLNL3"3CUib1N un Z z I NIVd y� x x x x x x x x y x x x x L 3dA1 Q3213dW3 '2L•�N113NVd Afl�I00 _ x x x x C]Uv:)O'13�1-DRUSIX x W _ '1331 x x x I x E.. < bOOM_3QV-dD IMV — F a c1001A-3110J QT"IOS x L �IV].IW MO"f10H x x x x x x x x U 1V.L33HS'JM4 33 a - g o 0 o q q o 0 0 0 0 0 0 0 o o 1� o i- F r rim _ - Y - I �04 e b c 4 p q o� 7 d d m U A d d Qp O COI O O QC.1 O QV O 8 O S t pO O 00 � h I � • V i Kf I I V � wi M rI7 vii v1 N1 N N N N 'r! < I dno,d!D 321VrhQ?IVH j r I r r N N N M Ri v1� O N h h oo Q h S3. mIW N1 QKUVd XHU + NI I $ $ I y a _I T _ --HSINH�3M(VW I I I j O ? 1.NIVd r~ G CI3.LVJO13b-7NLLSIX F op a 1V.L3➢V MO110H O u W -- HSINI.4 1fINVW NlViS ? 1NIdd W � 3dAl CTH'AdINU x xI x x I131Y 13NVd A6�(UU _ U3,LVJO1311-�JNLLS►7C it W — 133.E x x x QOOM ICulYd=J 1N1V _ QOOM%3-IOJ UJ']OS I _ —� x a z 1V L3W MO'1"IOH x x x x x l x I ae l x S IV 1.33HS O,MO 33 m m m I m m � s �M M M M M M M M M r r M M r O a s0 a0 e I = : = 4 •� O � ,=p O 4 4 �l F- _ = I �, 4I 4 R 41 QI o gl ?Igi !�I c 4I cl V .� . .^ :- ... C OC N all M S31f1NIW NI-DNLLV'd 3HH of N i N N a x c W LW ¢I z aI a < Q a ¢ ¢ C •o ems. � � � � °- :) r HSIN A AnNVh C 3 r -- -- °z ? lmvd x x x x �! x x ¢ 3 rn D .,, w .. - _g3.LHJO I3-M-JPU.I s a N w J z a -- 1311 c r z C T'd19W MOITOHx Xf - , HSINU H NVW v cti V N;dIS x oe x x >! oZ w INJVd x x T z F 1 . 3d.U.43N3dIN x W x f- T_ 213W T3Ndd AH i100 1 Q31dJ0"13'I-JNUSIX -- z 133J.. LW _ - a00M-3a v-dD INI�' v ' C _ a00M-921OJ aIlOS x x it at x o wy W e i Td13W.MOII IOH x x y w z _ IV 133HS JMa 33 i Q e e < J W = z z 4 F- b $ o o u Z t l ? QI t 4 Q c g C a Y Z i OI O� C O O FI—=-- z 0-1841-01 Smith/Dull Partnership April 10, 1986 Page 4 The northeastern portion of the building site, as evidenced by Borehole B-2, is underlain by a 10.5 foot thick layer of medium dense, brown, slightly sandy to sandy silt which overlies a stiff, red-brown, silt,,, clay to the bottom of the boring. The southeastern portion of the building site, as evidenced by Borehole B-4, is underlain by a 5 foot thick layer of loose, brown with gray mottling, slightly sandy, clayey silt which overlies a loose to medium dense, brown, slightly sandy to sandy silt to the bottom of the boring. The stiff, red-brow•r, silty clay observed in Borehole B-2 was not encountered in any of the other boreholes, but is probably part of the Helvetia Formation. Based on the groundwater observations conducted on April 8, 1986, the ground- water elevations vary from 299.5 to 300.1 feet. Groundwater levels will pr obab l,, � i th time arm season and should be anticipated to be the h i ghest in late winter or early spring and lowest in e�;ly fall . GEOTECHNICAL DESIGN RECOMMENDATIONS Foundatiun Desiyn Based on the results of the field explorations and our knowledge of the engi- neering characteristics of the subsurface material in the site area, it is our opinion that the building loads can be satisfactorily supported on spread footings. We recommend that spread footings on natural , undisturbed soil be designed for an allowable bearing pressure cf 1800 pounds per square foot (psf) . The recommended minimum width is 18 inches for continuous footings and 24 inches for isolated footings. The foutings should be buried at least 24 inches below the lowest adjacent grade, The settlements of footings founded on natural soils typical to the site are estimated to ',e nominal , approximately 1 inch or less. This estimate of settle- ment assumes that no disturbance to the foundation soils would be permitted during footing excavation and construction. To minimize the potential for disturbance, it is recommended that the footing excavations be made with a 0-1841-01 Smith/Dull Partnership April 10, 1986 Page 3 and B-4 in order to monitor groundwater levels. The determinations of groundwater levels shown on the boring logs mere based on observed water levels obtained after drilling was completed for the dates shown. All samples were visually examined in our laboratory in order to refine the field classifications. Laboratory testing was limited to water content deter- minations on all samples. No strength or consolidation tests were conducted for this project. SUBSURFACE CONDITIONS The analysis, conclusions, and recommendations contained in this report are based on site conditions as they presently exist and assume the exploratory borings are representative of the subsurface conditions throughout the site. If, during construction, subsurface conditions different from those encountered in the exploratory borings are observed or appear to be present beneath excava- tions, we should be advised at once so that we may review these conditions and reconsider our recommendations where necessary. Published geology indicate, that the general area of the site is underlain by a surficial layer of Uplands Silt which overlies red brown clayey silt/silty clay of the Helvetia Formaticn. Basalt of the Columbia River Basalt Formation forms the bedrock . Since the site s located at the bottom of Bull Mountain, some colluvium (slope wash) may be located on the site. As evidenced by Boreholes B-1 and B-3, the field exploratior disclosed a 7 to 8 foot thick surficial unit of fill (possibly partly colluvium) along the western, portion of the building site that is a loose to medium dense, dark brown to brown with gray mottling, slightly sandy silt. Beneath the surficial unit of fill is a loose to medium dense, brown, slightly sandy to sandy silt to the bottom of these borings. 07/28/1992 09:371 BENTLEY Engineering Co. 503 222 2995 P.01 BENTLEY FACSIMILE MEMO Rentley Engineering Company 2020 S.W.Fourth Ave,Sim.060 Portland,Oregon 07201 (503)222-1525 FAX(603)x12-29Pe To: Mr, Brad Roast Date: July 28, 1992 Building Official From: Greg Chlodo City of Tigard Project: Christ the King Church FAX 684.7297 Job No: 5172-00 Dear Mr. Roast, Reference our phone conversation regarding Storm Drainage ravelopment fees for the Christ the King Parking Lot Addition Project. As discussed with you our design Incorporates a detention pond. It Is my understanding that the Church Is entitled to a credit equal to the cost of construdion of detention facilities, up to a maximum of$100 per ERU. We have been Informed by City staff that the Storrn Drainage Development fee for this project Is$2520 based on 9 ERU's at $280 per ERU. We believe that the Church Is entitled to a $900 credit based upon the cast of construction of the detention facilities. The construction of detention facilities requires the Installation of a irap parch hnsln with an orillr n platA, n Washington County Standard Type II Area Drain, rip-rep and additional grading. These Items would not required If a detention facility were not being constructed since we could connect directly to the manhole at engineering station 2+78. Shown below Is our coat estimate for these additional Item& Trap catch basin with orifice plate $600 Type II Area Drain $750 Rip-Rap $100 Additional Grading Costs $250 Total Detention Pond Construction Costs $1700 As you can see, the detention pond construction costs are nearly twice the maximum allowable credit. We respectfully request that the Church be given the $900 credit toward the Storm Drainage Development fee. Thank you for your consideration. C.C. Signed- PLEASE igned PLEASE DELIVER IMMEDIATELY UPON RECEIPT THANK YOU C-133.DOC ec�elk o to-I m ,-44 - 1J, 4r P E: PLANS CHECK NO.:-15, 22-JECTT TITLE: COUNTYWIDE TR u' E 1C IMPACTFEE APPLICANT: WORKSHEET � MAILINGAoOREss: coNFAMILY usEs 1 ., � ail ► � (':;�, N/ZIP/PHONE: RATE PER I i i a Y� CK I U LAND USEA R TRIP TAX NW NO.: RESIDENTIAL. $159.00 ':, I I o AC - B NE AND MMER A 00 SITUS No,ADDRE OEFICE $11§100 11-77o otk) -H INDUSTRIAL 153.00 LA INSTITUTIONAL $66.00 PAYMENT METHOD: l l CREDIT INSTMUTIONAL.ONLY: BANCROFT PROMISSORY NOT LAND USE CATEGORY ESCRIPTION OF USE EEKOAY AVG TRIPRAl WEEKEND AVE TRIP RA7 DEFER TO OCCUPANCY BASIS: J 1 \ It f .C7Q�`��'; =� L�L� C iW �!l� r� CYC (� 1 �1PC AV v c c Ir: vYl Av�, �I CALCULATIONS: rrv+���v��' , ,�v�, �rIP Va I I,--{ F .SD Y I C . 1 PROJECT TAIL GENERATION: _ 3 _ FIX. ADDITIONAL NOTES: FOR ACCOUNnNG PURPOSES ONLY: RAAO AMT.: TRANSIT AMT-: PREPARED 6Y4 CJI/�` CC: WASHINGTON COUNTY TIF NOTFBOM form tiflo -- --- ----._..._._._.._.----_....--...._.....--- I 4 I i I I I i I 1 1. r-7 1 - Ck 1101 S.E. 3RD AVENUE -PORTLAND, OREGON 97214 -(503)238-5700 850 CONGER -EUGENE, OREGON 97402 -(503)683-9333 UU7L�l�li+UT5U U 2600 AIRPORT WAY,SOUTH -SEATTLE,WASHINGTON 98134 -(206)340-4300 CERTIFICATION - INSTALLATION/INSPECTION Customer Name - ---- - ----- — - ---- Address --- -- ---- - ---- SYSTEM Model(s) and serial numbers -__ - -- -- __-- -------- - - ---- Number of nozzles and Part No. Number of detector(s) and degree rating Energy shut-off deJces - type and size Other accessory equipment provided (pull station, electric switches, etc.) COOKING/VENTILATING EQUIPMENT Number of duct(s) and size Hood size and plenum size .'___ - __ • _ 4 --_____ Cooking Appliances and size of cooking surface. (NOTE: List appliances from left to right and indicate those being protected.) 1. - - ---- -- - -- - e 2 - - - - - - - - - , _ _ 5. 3. 6. TO BE COMPLETED BY INSTALLER YES NO The fire suppression system is installed in accordance TO BE COMPLETED BY CUSTOMER with the manufacturer's instructions, NFPA Standard 96 and 17 (current issue), and all applicable state and local codes. Exceptions to other provisions of NFPA 96 YES NO that were observed are noted below. I understand that it is the recommendation of ANSUL Exceptions: - and of the National Fire Protection Association Standard 96 and 17 that the fire suppression system be --- -- --- --- --- --- _ _--- -__ _ inspected and maintained every 6 months to ensure continued efficiency and reliability and that failure to - - - - - -- -- do so may result in failure of the system to operate properly. - -- - - --------- --- CUSTOMER NAME AND TITLE k, YES NO - - - - All electrical work or work provided by others to SIGNATURE - complete this system installation has been completed. DATE INSTALLER NAME SIGNATURE DISTRIBUTOR ADDRESS DATE CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 CERTIFICATE OF OCCUPANCY PLRMIT #. . . . . . . : DUP95--0331 DATE ISSUED: 08/26/96 PARCEt_ s 2S110AC--11700 SITE ADDRESS. . . s 1 1305 SW BUI-L MOUNTAIN RD SUBDIVISION. . . . : I.UNINGsC -G BLOCK LOT. . . . . . . . . . . . . s JURISDICTIONS TIES _r CLASS OF WORK. sADD TYPE OF USE. . . :REI_ TYPE OF CONSTR s SIV OCCUPANCY GRP. :A3 OrC OPANCY LOAD: 289 TENANT NAME. . . :CHRIST THE KING Remarks : 5, 500 sq. ft. assembly hall addition. with 4: hr sep Wall Owner a CHRIST THE KING LUTHERAN 11305 SW DULL MOUNTAIN ROAD TIGARD OR 97224 Phone #s Contractors M 'STEARNS CONSTRUCTION CO. 0,30 NE: CLACKAMAS ST 7E@ TLAND OR 97213 !'hone #: 256-5502 0121 446 itiic; Certificate grants occupancy of the above refer need bl.+ildiTng or portion Iierecif and confirms that the bui lcling has hr�en nsp�s ted for compliance with t ►•,e State of Organ ;specialty Codes for the pro p occu cy, and LISP Under whi (-h the referenced permit was iSsuPd. i� Ir 1)1LDING INr~ ELIUR OFFICIAL POST IN CONSPICUOUS PLACE CITY OF T I G A R D CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BUP2002-00355 13125 SW Hall Blvd., Tigard, OR 97223 (503)6394171 DATE ISSUED: 9/10/2002 PARCEL: 2S 110AC-01700 ZONING: C-G JURISDICTION: TIG SITE ADDRESS: 11305 SW BULL MOUNTAIN RD SUBDIVISION: BLOCK: LOT: CLASS OF WORK: ALT TYPE OF USE: COM TYPE OF CONSTR: 5N OCCUPANCY GRP: E3 OCCUPANCY LOAD: 'TENANT NAME: CHRIST THE KING CHURCH REMARKS: Partition off space for meeting room, Sunday Service's crying room and child care. Owner: CHRIST THE KING LUTHERAN! CHURCH 11305 SW BULL MTN RD T%1&:OR. 97224 Contractor: OWNER Phone: Reg #: This Certificate issued 111/14/2002 grants occupancy of the above referenced building or poron thereof and confirms that the building has been inspected for compliance �th the State of Oregon Specialty des fort a group, occupancy, and use and w i�h the referenced permit w s 's /�� BUILDING INSPECTOR BUILDING IA i POST IN CONSPICUOUS PLA 2, CITY OF TIGARD 24-Hour BIJI!LDING Inspection Line: (503)639-4175 r MST INSPECTION DIVISION Business Line: (503)639-4171 ---- 1 1 BU 46a,)---00'— Received —_ _ Date Requested _ AM------ PM— ___ BUP Location ���S r -— — Suite --- _ ..-.- --- MEC -- --- Contact Person _ . Ph( ) _ -. PLM Contractor�T__--- Ph( - ) ---____ _ SWR BUILDIN Tenant/Owner ELC _— Footing ------- ELC ----- Foundation Access: Ftg Drain ELR Crawl Drain ------- - -- Slab Inspection Notes: SIT Post& Beam Shear Anchors Ext Sh4ath/Shear � ��- Int Sheath/Shear Framing Insulation Drywall Nailing - - - - --- - - --- - Firewall Fire Sprinkler - - -- Fire Alarm 1 Susp'd Ceiling - - Roof r/ Othe • --- - - rna rrjSSL.,,1ART FAIL_ ir ING — ,.- Post&Beam _ Under Slab _ r Rough-In — Water Service ----------- - - -- --- -- _._.- -- - Sanitary Sewer linin Drains Catch Basin/Manhole Storrs Drain ---- -- --- --------- Shower Pan Other. -- -- - - ----- -----___... -- Fina PASS PART FAIL — - - — MECHANICAL - Post 8 Beam — -------------- --- -- Rough-In -- Gas I ine Smoke Dampers --------------------_.- _-.-- _-- Final PASS PART_ FAIL - - - -- - -- - - --- - ELECTRICAL Service------ --- -- - - - - Rough-In Low Voltage Fire Alarm - - - --_.�_------- Final LJ Reinspection fee of$ - --_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE __ Please call for reinspection [IF _ _ Unable to inspect-no access Fire Supply Line ADA1 , ��_.. Approach/Sidewalk Date I l Inspector -- Ext Other: Final DO NOT REMOVE this Inspection record from the Job site. PASS PART FAIL CITY OF TIGARD 24-Hour 'BUILDING Inspection Line: (503)639-4175 INSPE TION DIVISION Business Line: (503)639-4171 MST BLIP -- Received Date Reque ted_ _7/i!?-67.2 AM - —_ PM BUP Location -� .y --- - _ 1'x'1 : Suite - MEC _--. -- - - - Contact Person Ph ( - PLM Contractor - -- Ph ( --- ) — -- SWR - ---- --- BUILDING Tenant/Owner ELC Footing Foundation ELC Access: Fig Drain ELR1C)An_Rj0_- Crawl Drain ____ !"_" Slab Inspection Notes. SIT Post&Beam Shear Anchors -- ---- Ext Sheath/Shear Int Sheath/Shear Framing -- Insulation Drywa.l Nailing - -- - Firewall Fire Sprinkler -- -- -- Fire Alarm Susp'd CeilingRoof -- - Other: - C" Other:Final PASS PASS PART FAIL ------ - r--- - — - PLUMBING Post&Beam Under Slab --- ----- - -- -------- Rough-In Water Service -- - - - -- Sanitary Sewer Rain Drains --- --- ---- - Catch Basin/Manhole Storm Drain - Shower Pan OthAr - - ---- Final PASS _PART FAIL - -- MECHANICAL Post& Beam Rough-In -- --- -- Gas Line Smoke Dampers - -- -- - - Final PASS PART FAIL - - -- -- ELECTRICAL Service -- - ------ - Rough-In UG/Slab Fire arm kim PART FAIL D Reinspection fee of$, required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. rr�mITE [� Please call for reinspection RE:_ s-__ [� Unable to inspect-no access Fire Supply Lint- ADA Approach/Sidewalk Date �_ Inspector__. � Ext Other: Final DO NOT REMOVE 'his Inspection record from the jo slte. PASS PART FAIL :I TY OF T I G A R® ELECTRICAL PERMIT PERMIT#: ELC2002-00421 DEVELOPMENT SERVICES DATE ISSUED: 8/28/02 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 PARCEL: 2S110AC-01700 SITE ADDRESS: 11305 SW BULL MOUNTAIN RD SUBDIVISION: ZONING: C-G I BLOCK: LOT : JURISDICTION: TIG Proiect Description: Add (5)branch circuits RESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS _ ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FOR: 1 PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: 4 IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnert only: SVC/FDR >= 225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: CHRIST THE KING KELSO ELECTRIC INC LUTHERAN CHURCH 545 SE 3RD 11305 SW BULL MTN RD HILLSBORO, OR 97123 TIGARD, OR 97224 Phone: Phone: 503-648-6260 Reg #: LIC 116254 SUP 4270s ELE 34-433c _ FEES — — Required Inspections Type By Date Amuunt Receipt Rough in PRMT CTR 8/28/02 $73.45 2720020000( Elect'I Final 5PCT CTR 8/28/02 $5.88 2720020000( Total $79.33 This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR. Specialty Codes..,d all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to Permit Signature: Issued By: ,._t G v L ' _ OWNER INSTALLATION ONLY _ I he installation is being made on property I own which is not intended for sale, (rase, or rent. OWNER'S SIGNATURE: DATE:_. CONTRACTOR INSTALLATION ONLY SIGNATURE OF SLIPR. ELEC'N: —_—__ _— --_--_ _ DATE:__-- LICENSE NO: ----- --------- ----- -- ----- — Call 639-4175 by 7:00pm for an inspection the next business day FROM : KELSO ELECTRIC INC RECEIVED lt l Aug. 26 2002 01:34PM PI FOR OFIFICE USE ONLY E�eetrLeal permit Applicati"G 2 R 2 ..C,jet,", Ficctneal -i t_ peri„it NI wlooz - T Ulf o Alppr'cval SIgn City of Tigard Test Form G - 13125 SW Ball Blvd. an eview Other Tigard,Oregon 97223 Usta2i Frrm:t No.: f .4i- Land Use Phone: 503-639-4171 Fax: 503-598-1960 .. t)atdB Post-Review 5 -L G L �_•tsc No.: _ Internet: www.ci.ti ard.or.us ' Q _ ll c z rot 8 r� Contact Jims F 24-hour InspectionRcquest: 503-639-4175 Name/Method: _-_ T1 SulTie"cnalIuformatiou. TYPR OF WG12K _T- _— PLAN REVIEW(Please check ail that mpply)— New construction Demolition ServlccOver 225amps- El Health-care faciliry oommerclal C]Hazardous ltx;ut,un Addition/alteration/re ]aceml.,rlt Other: Service over 320 amps-rating of El Building over 10,000 square feet, CATEGORY OF CONSTRUCTION 1&2 family dwellings Cour or more residential units in 1 &2-Family dwelling _CommereiaUlndustrial ❑sytitern over 600 volts nominal one structure ❑Building over three storic., Feeders,400 amps or more 4AqcessoryBuilding C�lV1lllt1-FEtnllly [3 Occupant load over 49 persons Manufactured structures or ItV park Masts r Builder Other: i]Egrc-Mighting plan ❑Other:. JOB SITE INFORMATION anti LOCATION Submit—Sets of pians with any of the above. The nborc are nota licahlc to temporary cunslrurtion service. - Job site address: ..,t�j�rf,�J_,Qv_d-v _ FEE*SC.HEI�IIL[: _ Suite#: Bldg.. � t.#: _,. Number of inspect onis per permlt allowed Project Name: 049e►s els AmA6LL.V f7,IrFR.�I_. nestrl tion �n see(v.l rotas Now residentlaliingle or mutts-family per j Gross Street/Directions io Job site: dwelling unit.Includes attached garage. I Service intluded: 1000 q.R.or loss 145.15 I Each additional 500 fq;ftor portion tl.arcuf 33 40 1 1 Limit rd anergy.residential 7500 1 2 Subdivision: I,Ot :� Limlicd cncrev,nonresidential 73.00 Tax map/parcel #: Each manufactured home of modular dwelling bE5(;1t1!'TION Ofi WORK service and/or[ceder 90.90 -- Scrvlcos or feeders-installation, allermion or relocation: 00 amps nr less go 3n 2 -- — 201 amps to 400 amps __ 106.85 2 401 anion to 600 agiRli 160.60 2 PROPER'T'Y OWW =TFNAN I bot omni m toxo amps 24060A ---- over 1000 an4n;or volts 4Sd.(i5 2 Reconnect only 6683 2 Address: Temporary services or feeders-Installation, alteration,or relocation: C1ty/State/ZtT: 200amuorless --- -- 66.35 i 1 amps to 400 amps 1 M1.3C 2 Phone. Fax: 401 to 600 arras — _ 133.75 2 APPLICANT _ CONTACT PERSON graneb etrcults-new,alterrtdon,or Name: extension per panctr A.Fee for branch circuits with purcha a or Address: __ _ service or fccdor fee,each branch circuit 6.65 2 City/state/zip. - B.Fee for branch circuits without nurchaw of Service or realer fee.first branch c;rvu:t _ 4G•85 t(i S 2 !'hone: _ Fax - Each additional branch circuit _6 0Q 2 E-mail: Mlse-(Scrvice or feeder not included)- Fac um or irri ration circle 53.40 2 CONTRACTOR -- 5?.40 2 -- FachmIln or out)inr litinR Joh No: _ _ Signal eircult(s)or a limited encrgv panel, -� aitcration,or extension° 75.oU 2 Business Naine: F v __i � ,v "Drycriptlon �'-- Address: S Each additional lnapectloa over the allowable In env of the alrovot Nhon /State/Zip_N/ S�Q� oQ _ Z3 Per lrtspeainn(p,r hoer.min 1 hour) 6 E:�03 $ saszsa^� I o x _/��- ?JI_ Invest; .den ten: Lic. #: // � Li'�. 3y'`� G ett,cr: __ FlecMcal Permit Fssaervisinr electrician SubtotalPlan Review 25%of Permit Feeattire re Uired:t Name: vat✓ ���' 1-tC-ft: State Stttcharae(8%of Permit Ftx) S TOTAL PERMIT FEE I S L� Authorized Notice: Thla permit application!spires it a Permit is not ohtslned within Signattm; __, Date: ISO days atter it has been accepted as complete. _ •Fee methodology set by Tri-Ce unty BulldinitIndustry service Board. (Please print name) ,t. CHRIST BU EXNG ADDIT1C�iN-*►'- '" --� ,.-� THE KING c D LUTHERAN CHURCH �U H _ ADDITION — _ (609) 630--e► I ' t I LOW RETURN i 22X12 SA- iu�wo SA 40 l ...--- � 3bm A& t 22X12 SA \\--d4"08A IIAT —=AM RATED P, J I ' I � EXPAIJOT DUCT A ' '' I I 0 3173 22x12 _ '• - i - ��. U !I - 22XI2 3 / \ FIELD VVRIFY EXACT ctl_ - - -- �- 22X1 atAND LOCATION 12 A 201x16 LOW RETUW ' I ---1 --vT � �Xlb RA , -- - -_ i - 12"� aA F8D I b"r C>046"0 EXW C 1 12"♦ SA­412x!2 LINED 14"• RA 12"0 RA - - - PRI A mapwm ■l�wF — -- - —� N �OGltVtr� ` I +rwl mm rlwR mom www mm mu MW 0W'W M" IWw OIOI I al�rr MW tw�w �t SM s� ■1�w rpt �i twllr r IIwrII Il�w age 'P � ! I � �► tbNBo I 1 I ice. 40 DoJL )w 25, H 'T 1 Cs N ,L NOT DULL OLSON WEEMS A A 0 M S T / • P f I S •i � d1y !t1/. 41N PROVIDE LINED PLE PIS TWE SAME SIZE AS THE UNIT I CONNECTIONS FOR THE ROOF TOP WITS. INTERNALLY I I � LINE DUCTWOW FORA D I6TANCE OF 10 FEET PROM M-110 ——_ . ___ I ► �I THE PLENUMS. FAX(54 V3-ewe 8/4/95 KE't'ED NOTES I I -m t__ 9441>li I �I 0 MWVIDE COM 11,16TION AIR LP TWPNC?UW4 ROOF TO ROOFTOP 90 ur-.- . [� VENTILATOR " EXISTING 4WOM 5TU/WR (VERIFY) ___ __ ____-- _ ❑�_. C�_ __ _ - I ,_ EOJI"IENT. EXTEND OUTSIDE AIR MW-" EXISTING WITS aepo� sx . NTO NEW CEILWiL COMM AND RN UP TO ROOFTOP VENTILATOR VERIFY SIZES. �rr�>.eolo Il/b)"Wo FIRE DAMrERB I f , I"'1EG�4AN IG,4L FLOOR PLAN OF AlintlAT UM& I= PLAN r . V� Slho Ir- 1�21>AmPZA PlAd 1 FAX Haas NOTICE. IF THE PRINT OR TYPE ON ANY � I I I 11 Jill I1I1 II I' l—lll—1 III-II—IlI IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE OUALITIOF THEIi�lll184 l I�I1II1II 1111111 ISI 1I I 2I I _ ��� �. _ CSC ORIGINAL DOCUMENT S 81• SZ LZ 9Z -- Z--6Z 8Z Z IZ OZ HI sat Gt-9t 4t 6t St Zt tt t 8 B G 9 Jill �llu lil IIII�JJI 1 i 2+95 USA STV, nELD INLET ti \ GRN TE 289.80 I (� i 1.C. 285.30 V. SILT FENCE �1 '• -- 27' - 71.3 ---f-� �•r� - 6J' - l. oil Al jP5 N09 JJ'JB'i 1 J5. I , '•'{. y rA=L 2400 r C, J0a 8:! , w " + _............. FLAT TOP AM \ f;lrr � TC JOd 1, • 6 ATF 287.010 `► '•� IIT '' If AN 2e►.Ip •3 , 301.7th r I r 4 L r' if our - ?e r,e r.G 9a.so2+, ° . T C, JDI.90 1+ ti. . -3.E. 286. 8 :k �'.r..;►. :1, �, ire I. I TC X20 1 T3•'. . . ... ... :r •.'.'.'•'.' + .. . .. ..' I \�` 10" x r0 ^,-r1� ;�� !�• � •`• 1+86 . . . I £. �e�.00 b % i - p I _ .. . . . . . . t.r / fLa7RIrow % n's .'Ja�30.,. .. : R.lflP. L + a'a �I t ') / .� 1I£ IN 00 t` `;• � . r 1 f J. O. i �, rt. 1 'I� F / I£ OU - T 1.x10 .:✓"YC 9.0 1 / it ` t �\ SMI:_ SE . . . . ` ,� . . . '� I i .' �. . ... . . . . . . .. . J . . .. /C. JGd l `'.'. .. . .. C.�'. . ...a. . .. . . . . . . 20.5.00 ' 1• CURB..'. . R' C1pE PIPE . .��. .. $' CprAp£ /. . .. . . �, ..�.�.. _ e' / - I f.C. !09.66 1 , 1 r..l•rS trVlni . T • / , , ti. .l•: �C 1 ' ,r REMO FJOsrc ,�. �rr.'1 6 GPE P/PE. I '.•'. .� e' 1.', 1 a• �• ` 1 243.5 ♦ _ \ 1 •,• `• SI�IMALKS .' `I J 3 9L, ' ` - ? - _ �. FLAT TQP TIC \ + !1 rn• 1 C.8. CRA It. 19Q00 1� 1 d/'. - i I '! C�\' IE IN 28 ;J .1 �. + `� . ,�Tr, •� ,'� �� I.E ?Rao.. .�. . '� { `�. IE OUT . 279.e0 _ - _ ..•_ I r r i +•f tet_.. �o c _ _ - _ \ , Nral a..t.' .. - r ' ',s'S I .. . . I � � 1 '�• ,=Y•. !Q• -e _ - � Q% „ry . .. ..'yt ` I ! ��" ✓ + + \ ��p�+ ' Qpf - = -_ r _- 1' ,_ -Yh ! �1.-_ L. 36 T.0 3T2.4e .e ".'..'. t3 h 4 �; �' _ ''�. . . .. . :: . . .. . I I h rrI I I I \ L =`i �77. r.a ?r� . ....... ,o w q vl h / �• 1 r a.ra+' IF. W - ? "�'•t -. _ �6 I NLI� �, '7 '�. • JS' b rW '- Y •, '� 0+00 L +. ' t - N' .. ....... . . . • N�ITpy, f o •� ___._ _ ' \ .%.. .. ... .. . . .. i �; • Q / EX c1 cAsr a. . . . ��...:,.................. ll . �` rC. 2P-?�w 1 0 ' �• r.'iV _ - , r :+ K 1• ti - LVRB . . . .. . t 1p r i I ,•' • t..+ _ =- . . . . . ' i I .1ti I ' 5� b t . fir/ r' a• ' ',+ .... .. .... . � ' ..... • O Y , I J f�Or r r -T. .. ..:� ic r C .11'l as ..... ... .. ... . •. , , ....r.«:..:»._.......... ..»».... -... 1_. ,. ''1 \ V J11 R E MVC 1nRE' _ CONC:� ��.. ^. R�IC7YE. M, 1. K•+� T.C. 300,1P . . �� rC. ?9 fj' \ N. HYDRANT 3"_; 3 LOpt' . .Low , .' �` M , R 1 R 5` .%+-1. - S89'43'30rW _\I \ v .r_ ' ; rr..,-., `^!. . . .. ` .''.•.••''. '•'.':•.. .t� .0�.7.5.'. . . . . . \ a 1, � li - '�" . . y ' \. . . ••J'' '• - �. LEGEND .• ...... .... . TA��G,�►r. �. __� •, 1 _ f. Jrj#B 1 d ' e-�itarar. SILT FENCE / EXIST NEW AVfAIENr `'• , ,X11 r �. . .. . . _ �r2'!�iT`1�. '� t ' - N. ' •` bil \� -� ,'. A. "'„+,r�.rJ! r.•....'. ..'..'. '.�'-,i r� - T ,� " �.� V4 ef ! \ `' ::::�:':.:'.: .. . �. A ExSTY, 1 ;-,.". K .r �_�': l ' >t. NEW CONCR£7F SIDfWALXS I 7. , C NNW. ; >�:... .;fr I : pyCU T I t DRI VE WA Y APRONS - SAKUT ! j i I 1 I - t 1� t?' ' ( - f ` ' �.. •,, l all I /� r i~r L. ................ 1i yl .'lur' NEW CUR • .. ' ..'.'.'.'.. '. � - � AIA TCM - I ! j y j ' !A.�'.1' r.?;J• -' £.t1S ANG f \ I T .'. .'..'.�.. . �• K'+ AIC JPAI.'%Wi4 L.J I I r / I / / �f�r+ l' ? � :iMlIt'�i RC1•• ' t i .�.'.:.:. 17777777 REWVV CONC. . .. . . . t./ IwuJrwAr ISLAND � . . . . ,b' .' . .. . .. .. .... .. ' A . . 1 e•e,-•� +s ` 1 i;I. ,b r!� •C„• 'j�' •/r IJ �'�`r' j ��w ►'" GRADING UANTS SA IICU r I I:'. .:. .'.:. .' '.'. ...:�.'.:.,.. �'• ;,,.;. i I;• � _ '� _ _ TIN £X15 G CONTOURS CONsmLscr NEI CLP. i ? CURB t CONC. IUAW FIN/SH GRADif CGYvTOURS '� -. EXJSL SAN. S j ". I. .. , ... ............... . . ........ NOTES . . `• .� Q O DISCONNECT NOUS£ FROM SEPTIC TANK AND IK r I:t ✓ ,� ' � 1 / 1 M%'N£C r TO NEW SANI TAR r SEWER. �'•'.' :.: ��,:.'. ►: ►� ' `� " 1�=, _- -•��•� O ABANDONED SEPTIC TANK IN ACCORDANCE . :. . ; . . - "• DECOr�rA/rSS10w +n h I r MA TCH EX15 T»G a • , ( I'• S'.'.'." 'I r r \ �. ,� ••�'• C1IIITS W H OREGON ADMINIS TRA AVE RULES CHAPTER, 340 ..L.'.I W ez� n TAPER ING„ t SIDEWALK R. A �1_ RULE 71-18,5 CAP BUILDING SCOER CONNfC1KW TD IN _ - • ••/� - .1 ` /;:' _ _V4 ` - SEPTIC rANK. PUAdP TANK AND REMOVE OR FILL IMT?' i j. . .. . . . . . . . r i �, REMOVE CURB B MIK RUN GRA VEL REMOVE & R , ''• _ �t _ _ _ - _ CcNS7RUcr .. ' 90�0�II�.•-rXP£R TO w �. I + '� - - -� �� 5'-0' WOE +�'�'� 3 ABANDON AND OECOAnvr$510N WELL IN ACCORDANCE . m�'. . . . - - +• A.I. TAE-IN �+ : '•.rT•.�AA7CJf $DCN .. " lot a' _ 1, �„+i++� IM IN OREGON A04IINI5TRA nVE RULES CHAPTER 690-22Q `4 OF• WALK, ALONG •• t7� s+++� < 13 OURK TO BE PERFORMED BY A LICENSED WELL DRILLER (r - 8 R£MOVf. CASING OR CUT OFF AND CnP ON F T �- ' + I r•A li•,;.: .:. . I . ... j. . ." :./ �' '�'' ��Z_3 BULL AI TN. RD. 1' ._ , ►a _ �- ', � £ 00 sEi.0 w L> ,r.J' L:1 J �-5� SvBC�ADE. , , .� CONSTRUCT 5' CONC. wAL .!! - ,• . +ice, .r �-' IS, - a. � 4 J REL OCA TE IRRIGA ACW COW TROL VAL VES WES T Cr New •� ' + _•/'• ,✓' • _ ` �.--� PARKING AREA. OOIF r /RR/ A TIGw S YS TFw r0 1 1 r W i I T �' �•. MOVE EXIST'C - '/"• _ , ,� _ �4`J+ `�'_ ELININ fA. M G I' }•; '..�/ A.C. WALK � _ 1•./ A lE SPIR/NKL E74 HEADS /N PA WD ARE-A.5 5 3, SO YA'TCyI Ejas'C s O _ NEE FOR APPROVAL. N;'6,_ I .. �. + r � .: - „yi�" . O _•►f SUBA/rT PLAN T•v £NGI R av y 3 rj SANITARY .5E+1[R •QIP£ TO B£ AS TAI D-.JOJ4, 5ZIR-J.5 1 I PLR ' r � ++ w•.; - ��__� I-� - P. V C, PIPE, MINIMUM R - r �•- SLOPE 1� M/N/MUM C01£ I , 1 .' )vwf 0 4..5' -I_ J FEE r. 1 P s - 6 PROVIDE 3' ORIFICE PL A JE ►�fLDE'0 r - -1, � CURB AND GUTTER l I _•- :w ww, � J �' _ _~ \ / �O `-'T �l V 1 l-- WTO CA TCN BASIN OUTLET P/PE. I J r �� - �• do RO ... / . f I I v _ ( , �� 7 STOR#4 SEVER PIPE TO BE DOUBLE WALL . . _ ` ', CaWUGA TED PQL►£TN 12ENf PIPE + .• ' ' ! �yl/� :o" M O1- t N 1 -�'Iw� -_ - A^S N-;2 LW EOUAC. I .' /^ !�"` _ .o_d \ S•� _ - - c `�J1 I N ( d ) CONCRETE SIDEWALK AND DRIVEWAYS 9+AU _ -•\ 1'� t� BE Cti]N5TRUGTZ:D TO WA9uNG ION CO S rANDARDS. + I - 399 £XIS TING f7RE HYDRANT V �' 140) ": \CONSTRUCT , � RVE'i N�p 5 ,' - _ �I w s' M+DE t . ER �'RECORD _ -�9 ti-.�' �,� _ = ' - Q BULL MC'•JN TA/N RU AE-W Pl :. ` -j - - _ ;: - J OIILQON RE VIEW / �`( r AD STA nCW/NC AND PROFILE fRO�I MG -1''�' ee Pt.W� PAR BA/A/A H --'e'" RE>Vov1< Ebs1' OF _Br_N r�e �� OQ NR£ £D BY Ar alue£Rc. INc. FOR BULL NOUN TA/N ROAD IMPRO VEMEA,rS w CONjUNC P0ty W TH Df VEL(pW j NOT FOR c ON S TR U O R ON of Tcx,+co GA s s rA non!. PUNS A v,,uneLf FRaI, ,,,,,. coal„T7 D.L.U.r. i ----' i ___ . ASN► AC T>E-IN GZ0 ORY S. G EDGE. N�8'Z� Zr I MENt�"",�► L_- - - 4- I 9Z 0. OF PA _- NO. BY DATE \'• __,�-'�I I - - - �Zm BENTLEY CHRIST THE KING CHURCH L _ a CHRIST THE K NG LUTHERAN CHURCH X33 BEN �.Zy ENGINEERING COMPANY 11305 S.W. 13ULL MOUNTAIN ROAD PARKING LOT ADDITION 2020 S.W. FOURTH AVENUE. PORTLAND, OREGON 97201 (503) 222-1525 FAX (5W) 222-2996 TIGARD, OR 97224 PLAN VIEW C 9 1 PROJECT N0: 5172-00 REVISIONS DESIGN GSC DF.AWN KRL CHECKED GSC APPROVED 'SCALE NOTED DATE 4 /14/52 NOTICE: IF THE PRINT OR TYPE ON ANY I I I f I I I III III I I i i I i i I I I�,I i III I III III 111111"1 I I1 III III III I I III IIIIIII III III IIIIIII III III I I I I i 1 1 III III ! I I III 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 III IIII 1 1 1 1 1 1 1 III III V I I I A IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 1 I I I G 13 _I I 1 4 I I I I + 6 I I '7 I I I $ I I I I lel 1 11 I 12 _� _ 1_ IT IS DUE TO THE QUALITY OF THE NO-36 ORIGINAL DOCUMENT �>; 8Z 911 GZ 9T, 51Z 'bZ S�111 Z iZ OZ 8i 9t Gi !tt 9t �t st Zt it t e 8 L 8 IIIIIII 1►j1�`� I II I�IIIiI Ii III II II 11 � II IIlI , llllll�Illlllllll II Till(1111IIIIII�IIIIIIIII 11 II �IIIIIIIIIIIIIIIIIIIIIIIIIII II VIII� II 1 � � 1 IIII I�Illilllll�lllllllll�lllllllll�llllll I I� I ! ! �II 1 II III II► Ij�l►II�II�II► IIII I►Il�llll�llllll�l �IIL III I Ihkll CITY OF T I G A R D PEBUILDING PERMIT PERMIT#: BUP2002-00355 DEVELOPMENT SERVICES DATE ISSUED: 9/10/02 13125 SW Hatt Blvd.,Tigard, OR 97223 (503)639-4171 PARCEL: 2S110AC-01700 SITE ADDRESS: 11305 SW BULL MOUNTAIN RD SUBDIVISION: ZONING: C-G BLOCK: LOT: JURISDICTION: TIS REISSUE: FLOOR AREAS EXTEWOR WALL CONSTRUCTION CLASS OF WORK: ALT FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N at N: S: E: W: OCCUPANCY GRP: E3 TOTAL AREA: 0.00 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMEN I': sf AREA SEP. RATED: STOR: HT: ft jARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL.: SMOK DET: DWELLING UNITS- FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: f3EDRMS: BATHS: 11AP SURFACE: PRO CORR: PARKING: VALUE: $ 10,000.00 Remarks: Partition off space for meeting room, Sunday Service's crying room and child care. Owner: Contractor: CHRIST THE KING OWNER LUTHERAN CHURCH 11305 SW BULL MTN RD I I�IARD, OR 97224 Phone: Reg #: ^� FEES RFQI.IIRFD INSPECTIONS Type By Date Amount Recoipt Framing Insp PL.CK CTR 8/19/02 $90.55 27200200000 Gyp Board Insp Susp Ceiing Insp FIRE CTR 8/19/02 $55.72 27200200000 Final Inspection PRMT CTR 9/10/02 $139.30 27200200000 PRM3 CTR 9/10/02 $139.30 27200200000 (additional fees not listed here) Total $436.01 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to +ollow the n.des adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by calling (503)246-6699 or 1.800-332-2344. Pe rm It tee ) Signature: Issued By: 110 t �� �� (��— __ _---�•-- Call 639-4175 by 7 p.m. for an inspection the next business day 9- -oZ Buia_rlh>t Permit Application ' Received �q /C2 J Bull(bng Date/B / I'crmit No.: Planning Approval ether City of Tigard Test Form Datc/n : Pen-nit No.: _p dv -043F, 13125 SW I{all Blvd. Plan Review Other Tigard,Oregon 97223 Date/By: Permit No.: ECC°00 Z-,W 9o. Post-Review Land Use Phone: 503-639-4171 Fax: 503-598-1960 Date/R : �� s Z Case No. Internet: www.ci.tigard.or.us Contact luris.: see Page 2 for 24-hour Inspection Request: 503-639-4175 ,at �ricvA� ' Suppleinental Information TYPE OF _VORK �! � REQUIRED DATA: New construction _ _ �]New 1 &2 FAMILY DWELLING Additio ition = lacement Other: CATEGORY OF CONSTR ION Note: Permit fees'are based on the total value of the work performed. Indicate 1 & 2-Familydwelling i Industrial the value(rounded to the nearest dollar)of all cquipmcnt,materials,labor, _� _ ommerc -- overhead and profit for the work indicated on this application. ❑ Accessory Building Mu ti- �amily Master Builder ❑Other: r. Valuatio ......................................................... $ JOB SITE INFORMATION and LOCATION No.of bedrooms:_ No.of baths:__ - 'rotal number of floors..................................... Job site address1: -5-' - --- New dwelling arca(sq.fl.).............................. Bid /A t.# Suite#: '• —� t3aragc/carport arca(sq.R.)............................ _ Project Name: R"&J ROOM Covered porch area(sq.fl.).... ........................ Cross street/Directions to job site: Deck area(sq. fl.)............................................ - - Other structure area(sq.fl.)............................ REQUIRED DATA: COMMERCIAL-USE CHECKLIST Subdivision: Lot#: -� Tax map/parcel #: Note: Permit ices*are based on the total value of the work performed. Indicate DESCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, overhead and profit for the work indicated on this application. 9W6�AA- Valuation. S m _ Existing building area(sq.fl)......................... or � New building area(sq. fl.)............................... / Number of stories .. ... -LIM, ROPERTY OWNEW TENANT 'Type of construction....................................... Name: G Occupancy group(s): Existing: New: — - -- Address: / /+ Cit /State/Zi 7 _Phone Fax; NOTICE: All contractors and subcontractors arc required tc AP . CANT CONTACT PERSON licensed with the Oregon Construction Contractors Board und. _ provisions of ORS 701 and may be required to be licensed in the Business Nattte: jurisdiction where work is being performed. If the applicant is exempt r Contact Name: e-ViAl _ from licensing,the following reason applies: Address:/ !,i' Of /State/Zi : • o r 7cJ — phon Fa / BUILDING PERMIT FEES" E-mail: Please refer to fee schedule. _CONTRACTOR _ --- - -- Business Mine: _ �`f I) S Fecs duc upon application... ..... ...... Address: Amount rcce City/State/Zip: ncd._ _-._.. ... .. .. . .._... Phone: Fax: Date received: CCB Llc. #: _ -- Notice: This permit applicsllon espires i(a permil Is mol ahtalned ssithh� AuthoniedO hill days slier it has been accepted as complete. ate: Signature: 07 •tcc menet 5logy set byIri-C'ouni% nuildinl,,Induor.s Sen w ice Bad. (Please print name) ,_ 7;1, Commercial Plan Submittal Requirement Matrix Cite of Tigard TYPE OF SUBMITTAL # of Plans (Includes New, Additions or Alterations) Required at Submittal Site Work 4 (must include location of all accessible parking) Plumbing - Site Utilities 2 Building �* Fire Protection System 3** Mechanical 2 Plumbing - Building Fixtures 2 Electrical 2 Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). *For over-the-counter commercial tenant improvements, submit 2 sets of plans. **"New" fire protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians. i•\dsts\forms\COM-malrix.doc 9124101 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST _ BLIP Received Date Requested - PM_ __ BLIP Location __�/ - �s 1' Suite MEC _ Contact Person Ph(-) .3 G 173 PLM Contractor _ ) SWR BUILDING Tenant/Owner Footing Foundation ELC -_ Access: Ftg Drain ELR _ Crawl Drain Slab Inspection Notes: SIT Post&Beam _ Shear Anchors ---- Ext Sheath/Shear Int Sheath/She r Framing --- -- - Insulation _ Drywall Nailing Firewall Fire Sprinkler -- - - -- --------- Fire Alarm Susp'd Ceiling Roof Other: - Final PASS PART FAIL PLUMBING Post&Beam ----- ---- --------- -- -_— Under Slab Rough in Water Service _— Sanitary Sewer Rain Drains - -- Catch Basin/Manhole Storm Drain - -- — Shower Pan Other: - Final PASS__ _ FAIL EC MHANICAL Post 3 Beam - Rough-In Gas Line Smoke Dampers Final PASS PART FAIL -- - - ELECTRICAL Service - - Rough-In UG/Slab -- ------ _ Low Voltage Fire Alarm , Fr.�-�� Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. _ PART SITE Please call for reinspection RE �� Unable to inspect-no access Fire Supply Line ADA � � _ /�'� Approach/Sidewalk Dab -_J - D Inspector f= ' 1�/ _- 7 Ext Other: V ` �� Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL ELECTRICAL PERMIT- CITY OF TIGARD RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2.002-00240 13125 SW Hall Blvd., Tigard. OR 97223 (5031639-4171 DATE ISSUED: 11/12/02 SITE ADDRESS: 11305 SW BULL MOUNTAIN RD PARCEL: 2S110AC-01700 SUBDIVISION: ZONING: C-G BLOCK: LOT: JURISDICTION: TIG Proiect Description: Low voltage for 2 systems. 1 ea. Audio/Stereo and Fire Alarm. Double fees paid. A.RESIDENTIAL B.COMMERCIAL AUDIO & STEREO: AUDIO& STEREO: X INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: X OUTDOOR LANOSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL# OF SYSTEMS: 2 Owner: Contractor: CHRIST THE KING KELSO ELECTRIC INC LUTHERAN CHURCH 545 SE 3RD 11305 SW BULL MTN RD HILLSBORO, OR 97123 TIGARD, OR 97224 Phone: 503-648-6360 Phone: 503-648-6360 Reg#: MET 00004512 LIC 116254 _ SUP 4270s FEES ELE AdgVif0d Inspections Description_ Date _ Amount Low Voltage Inspection I:I.IIRNI I J I I.II Permit 11/12./02 $150.00 Elect'I Final TAXI 8'46 State Tax 11112102 $12.00 [ELPRMT] Investigation 11/12102 $150.00 Total $312.00 This Permit is issued subject to the regulations contained in the Tigard Municipal rode, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days. ATTENTI�N: Oregon law reqUirprt you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 9 2-001-0010 tIrouc Issued by '� t/ ;) `� A_ __.'��: ( f Permittee Signature ^� OWNER INSTALLATION ONLY The installation is being made on property I own which Is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N ) l ; ,c; l � 't �� t 1` _ DATE: LICENSE NO: Call 639-4175 by 7:00 P.M. for an inspection needed the next business day liJ�L�'r�r���2 �._J•1'Q-•�-/I Yl �••c�`�4�1-•d-•Q1✓ Ei� tical_Permit Application �till aMMI'M, Ot (AN, v Plasmr+!Ap 7rova1 S'.F, City of Tigard 'iest Forza DstA : ---�--- 13115 SW NO B1v(L Plan R#-,1eW Other Tigard,Oregon 99223 I D3"Y:-- - Pimm No -- � Mote: 103.639.4171 FM 503.59E-1960 YOt"'if°e" Land Le DatrJBy _ Va• lutemet. wvm.CLtiSLrd.or,uo rconuct 7vrt2.. ❑ Ug Pair 2 for 24-hour Inspection Request: 503-639AI75 `IrnrJfrte hod ___ Y� L9applcm..tal Infarsprtt0a. PLA�F:REVtE��" SittetRc6licltLl(tlidlttiptsly : 1' —i :v'�''Co StR2C*iu+1 _ Detn011ti(aTl Scr Voc ever 223 am"- 1ltalth-oata£attil:'y ——I Adcif;naralttrrat on/re lacement 1 tither: a;ra,2etgv ! Ktsat'doso P �Smiae v+x 3'20 a-Dpi- t'ssg (]raof Buildlns overer r 10l0,QQ0 sgwta tact, do 2 lbrrtily drrtiiintts rouror awt!1"Widal usis in 1 &2-Fermi dwea CommerciaVlndustUl sYinm°�Wo`"oitsFinal anetr�=C i --�- 9Maildina over 12%m rtwel ❑Peeden,400 urps ar mor. `A^^CCsao�dm Multi-Familyo«uaont load over 99 prwrts ([�J MmuraMvd seNctuMO or AV park Mastcr Bolder OLstrr' ❑EQosa 01:1111 Plan Other -JOB SITE IIiJFO JATJON ad LOCA110 : Suetmit acb of Plret with any of the ebeve. Th4lbove tre net anvllrnbla to temmiles construction tort ice. Job site address. 4,J1?f.F�sCffb�ZL SJi:e Bldg./ATA tiutnf it or int OCU w r oralit Allow94-1 h"— Fa er Tasy I I i project Vam,.• p(gw1)exrl don_ — �Qa .l... r CUES s?Ce-JDtrections to job site: dwei rmg opIt.TMlnak or tAthe•fam127 pct d.rrDfee wait •tch,dct atathod Hpnar. I ' Service lnttutied: 1000x0 R of Scp Ltmitee e_t M- .rWdmtfu '7.04 2 j $s di'LflQ[i: a Lot A t,�h c, v_n.�n re 4VWi!4 Ttsx=Wwrwi k. Each eveufactured home or rsecultr dwellirs ltv to end's.flrcur — — ,ice 1 j�j he Servteca or(eaierr•Imhtllslior altoraMD or ral 454et 100 un or lati _-- 10.30 3 A00ant ;0X13 3 PRCIPEI2I'1!Ot+IFR TBTyti17c' orar1000, em, a.ro:u Name conntatenly _ — S ,, Adti2'c L — Tcuiponq ry seMtOr feeders•Ifll'L.II.dO.. , ettersdoru or rtio adon; I !r oty/stat9/Zip: _ 200sn or 1af I 66.15 Phone: FAX: 101 am 4?0 ++iy loa�o 2 i�LKANT ;.'• Co'�rAGT-PQ25t71�'.;-;: A.-Inch01 u )31,75 -- A.-Inch cu-nits•new,.ltd•ltiol,or ; otte►IeD Per penal: K Fee W.•ptanrh circuits vfO PUr Qft Of I I Address;___-_ ---- -�_ ta.itt or f�Yder fcc�mch brsneh circuit 6 65 2 City.Stdte+)Zi : V Fee hr branch cirmits withwt paxlwe of t4ffitt Or feedrr hs;.IltlLbranch Phontt: I Fax. P,�,alrhtors ��r3 eirtxnt Qat E-mail: ?&K(Semen cr fruetc not tie)u:M). COh CgOR"" Eon W12 erlm notre:e .. - -- -- Eadr Ix or 1,1.40 2 JOIi N6: [ STPi;drvalKr)era Euu ud srpypanoL RusincssGt121Lf1G. 'k ert� • _ lb 1 • AddrCSS: ,� .• , ,7r . $:aiei 'M: Nrr:a S!i oar p fZ_ y y/t3 Caeh additional impertle-oyer the atbweblc In my Orth C shore: __ Clt,'i --- Pa. hour-rnirt I how)_ 6230 *-4 Phone:teq Falx:: 6112-9211 - ..— L�• �_en fee - _ — CCB Lie.e:J&ZS'tH tt,,r• Supervising electnc:au -` §t tot '$ < ' r) I si this required: ia'' � - _ P Review' 2S%of Permit Fee ' S Pti�t I�aste:�. �r. T'o• D S - — St.ta suroherca(B•l.of Paan A.udsonntd TOT.kL PERM11'FHE:_i S 1 o U �. Nollees TW Nnelt opplkadoo espirva Ua pertalt h net andaed Millie Data Ito drys sass it fuer boll twee cod at tempi" •Fee teetbedel62y set tsy Tri`t-awttr Hulldies Iadu"StMIC4 Beard. (flew print tiartw) 17 ITY O F TI GAR D - BUILDING PERMIT PERMIT#: BUP2002-00497 DEVELOPMENT SERVICES DATE ISSUED: 11/13/02 13125 SW Hall Blvd..Tiqard. OR 97223 (503) 639-4171 PARCEL: 2S110AC-01700 SITE ADDRESS: 11305 SW BULL MOUNTAIN RD SUBDIVISION: ZONING: C-G BLOCK: LOT: JURISDICTION: TIG REISSUE: _ FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: E3 TOTAL AREA: 0.00 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD_ SETBACKS _ REQUIRED FLOOR LOAD: psf LEFT: ft PGHT: ft _ FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft ft FIR ALRM : HNDICP ACC: BF_.DRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 1,000.00 Remarks: Fire alarm system extension, installation of (4) smoke detectors and (1) strobe. Owner: Contractor: CHRIST THE KING PROTECTION ONE ALARM MONITORING LUTHERAN CHURCH 15500 SW 72ND AVE 11305 SW BULL MTN RD PORTLAND, OR 97224 TIGARD, OR 97224 Phone: 503-624-0244 Phone: 503-624-0244 Reg 9: LIC 116325 FEES REQUIRED INSPECTIONS Description Date Amount Fire Alarm Insp �1;HILI)) Permit lee 11/13/02 $62.50 Smoke detector insp I'AX) 8%State Tax 11/13/02 $5.00 Final Inspection �litIILD) Imvesriltation 1 11/13/02 $62.50 Total $130.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. Ycl, may obtain a copy of these rules or direct questions to OUNC by calling (803)246-6690 or 1-800-332-2344. Issu d By: Permittee —� _ � Signature: Call 639-4175 by 7 p.m. for an inspection the next business day Building Permit Application Date received: // / p 7 Permit no.: City of Tigard d City gfTigard Address: 13125 SW Hall Blvd,Tigard,OR 97223 Pro_1ccUappl.no.: ate: Phone: (503) 639-4171 Date issued: B Receipt no.: Fax: (503) 598-1960 Case file no.: Payment type: Land use approval: 1&2 family:Simple Complex: OF U 18t:2 family dwelling or accessory U Commercial/industrial U Multi-family U New construction U Demolition U Addition/alteration/replacement LJ Tenant improvement U Fire sprinkler/alarm U Oflier: Joh address: >� �f Lt/ f - Bldg.no.: Suite no.: Lol: I Block: Subdivision: I Tax map/tax lot/account no.: Project name: CJ1 C p Description and location of work on p ises/special conditions: &a/ [reL/sl�►SU'Y OWNER li:011 SPECIAL INFORM I ION. I SE ('1111-AX11,11ST ESSESL �5 r Mailing address: Q j 1 &2 family dwelling: City: State ZIP: Valuation of work........................................ $ Phon _ E-mail: No.of bedrooms/haths................................. Owner's reprc..;cntative: 0- Total number of floors.....I........................... Phone: - I:ax, — New dwelling area(sq. ft.) .......................... Garage/carport area(sq.ft.)......................... Name. _ Covered porch arca(sq. ft.) ......................... Mailing address: Deck area(sq. ft.) ........................................ _. — City: State: ZIP: Other structure area(sq. ft.)......................... Phone: ----]Fax: Email: Commercial/lndwitrial/multI-famll}^ Valuation of work........................................ $------- /� Business namExisting bldg.area(sq.ft) .......................... e: r� D ------ t� Address: New bldg.area(sq.ft.)................................ -- City: Number of stories........................................ State: ZIP: ----- - — - -- Type of construction Phone: Fax: - E-mail: .................................... - -- --- - Occupancy group(s): Existing: CO3 no.: _. --- New: - - City/metro tic.nomk Notice:All contractors and subcontractors are required to he licensed with the Oregon Construction Contractors Board under Name: provisions of ORS 701 and may he required to he licensed in the Address: jurisdiction where work is being performed.If the applicant is Cit State: ZIP: exempt from licensing,the following reason applies: Contact person: Plan no.: - -- Phone: — Fax: I E-mail: -� Name: Contact person: Fees due upon application ........................... $ Address: _ Dale received: _ City: State: ZIP: Amount received ......................................... $-- Phone: Fax: mail: Please refer to 1'ee schedule. hereby certify 1 have read and examined this applic 'on and the Na all jurisdictions accera credit cards,Mease call jurisdiction fix uxve information attached checklist.All provisio . ofAwnd or ansgoverning this a visa u Maateretud work will he compli l >, eth fled -rei �r not. Credit card number --L--1-- ..� riipirc. Authorized sign' rre: aIC: ���'[ Name of cardholder as shown on credit card Print name:-�� -- S Cardholder sianutue Amoum Notice:This permit application expires if a permit is not obtained within I go days after it has been accepted as complete. aare61.11(6MCOM) Fire Protection Permit Check List �❑ New _ LJ Addition ❑ Alteration ❑ Repair B.) Modification to sprinkler heads only: Describe work to 1. 1-10 heads: No plan review required. be done: 2. 11+ heads: Plan review required. Number of sprinkler heads: __________ Additional description of work: T e of System Lom lete A, B or C as applicable): _ A. Sprinkler Wet ❑ Dry ❑ Stand ipes Additional Hazard Group Information Density Desi n Area K. Factor Sprinkler Project Valuation: $ B. Typej - Hood Fire Suppression System Hood Pro ect Valuation $ C. Fire Alarm Submittal shall Batter Calculations — Yes ❑ include: Individual Component Yes ❑ Cut Sheets Fire Alarm Project Valuation: $ Project Valuation Subtotal A, B & C): r$ Permit fee based on valuation see chart): $ i _ �8% State Surchar e: $ _ FLS Plan Review 40% of Permit: $ TOTAL: $ Plan review requires a completed application and 3 sets of plans at submittal. Plan review fees are required at submittal. "New" fire protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICFT level "3" technicians. iAdsts\formslFPScheckllst.doc 11/21/01 C'� OFTIGARD 24-Hour { BUILDING Inspection Line: (503)539-4175 INSPECTION DIVISION Business Line: (503)639+4171 .� MST BUP Received . - _-_ Date Requested AM _ PM_ �' ..._ BUP Location MEC Suite. -- ------------ -� - - - Contact Person - _ Ph (.._- ) 1 - 7 7 3 PLM Contractus,c- ---- — - Ph (------ ) ---- SWR ----- BUILDIN Tenant/Owner ELC -- - --- Foundation ACC@SS: 0.J6� ELC Fog Drain � Q�� Crawl Drain `_'*7e''> .1 •-�1/' ✓r r ' ELR Slab Inspection Notes: SIT Post& Beam --— - Shear Anchors --- Ext Sheath/Shear I - Int Sheath/Shear _ - Framing Insulation - `�--- - - Drywall Nailing _ Firewall Fire Sprinkler ---- Fire Alarm Susp'd Ceiling — - "L- --l--_- - Root Other: t' 4 < - - --- - - -- na — S PART FAIL - - - - Under Slab Rough-In -- Water Service - -- Sanitary Sewer Rain Drains _ Catch Basin i Manhole -— Storm Drain -- .- Shower Pan Other: Final — ---- — -------PASS PART FAIL MECHANICAL — - - - - Post& Beam — ------- Rough-In Gas Line --------- Smoke Dampers Final — --- - -- PASS PART FAIL - -- ELECTRICAL service Rough-In UG/Slab --- -- --- - -- ---------- ---- Low Voltage Fire Alarm - -- -- -_- F final PASS PART FAIL Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. 517E Please call for reinspection )f- _ Unable to inspect-- no access f ire Supply Line ADA Approach/Sidewalk Date Inspector _U -_ Ext Other Fine DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL i �, 't. A�, y\� , !^ V '�• •S }mow •f.•'+`,-•�' f `i,1 t V~ y,j�,�!. +�. � � •J V4Y� �� ,'r!..vv' � X � tl MOO 0 to •., . • �`, ` It •� 5.1101 \•.�1 • • �: 1�1\/j/may/� r. a fir ' ( • :o 1 toJ`j I _ _ r 1� •i .. fir..f, 4,,:; }•., • • ,�. - �'- ` I �/•-1` .•fit T ,,��{ 11 l�• 1 1, �}• � r.,, ,�i,,j4.,,,f.J} t` �, i i 411 •,� .y '�( ) 111�f `���"�--.��,�(�' ��- ��.` t �` .1\� / 1 :�✓ �J( ( ' 7 �J1 {��1+ it�il J�.\.� f i�i:it���f,, , �?r.. of..• ';.�•'1•t"''e_y� '• 4'^`yiP � r lir 'np. �'.' I �W.•{�' ��, +:' I , •v"�1 r '.„j L'.. N.`i - 7'.r ��e -\. �j ANEW - Allk'dS e F. f � PP � � m � '-e' � °L� Gp-• � � � 1 o a �' £ �' ti ,�• o D to to n W O rt t. '�t• � p � � � H N• Wo ?C � n W Y z n4 rn r' O n N A nc+ O tD Urt Di O' < p F H b G a m co a C) m .. rt n , t f1 b7 G. N a4 , iyA• { C n '� fDLOH y Oits rl . LO \ 1 co UQ a I AM OJ °" •.. �itna r 'rr S OD to it rIt I h A •I 1¢�n ■ fir �, .i -r a lilt •7�4 Z .1 Q� / p,- +�� :.�hyytlr. �9��F� �� .•.P.y.�_,,,bt,•ui�\. ' ta ,�' • Icy r iA����R?���A"• CITY OF TIGARD 639.4171 641. 7 BUILDING PERMIT DATE Christ the Ling Lutheran Church TAX MAP sNIVIIS OW -_ NER____. __ la3V Sir L'ilZ� n• Fw e --- -- JOB ADDRESS _ _ BUILDER � tion _- _ STATE PEG.NO. — T_ EXP.DATE BUILDER'S PHONE _ _ ARCHITECT S"ith, bull Arch. --- PHONE -- OTHER STRUCTURE ❑ NEW L7 REMODEL 1, ADDITION REPAIR _ MOVE 't' , OTHERSITE.WoKKi -' DEMOLITION RESIDENCE F, COMM FI EDUCATION IND RFLIGIOUS '-ACCESSORY r! GARAGE O1::ER FENCE OCCUPANCY ��•' LAND USE ZONE BLDG TYPE FIRE ZONE PLAN CHECK BY bl`° HEAT iirfiinn-,p- pry Flee 11141din,, permit V SEWER PERMIT M OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO BEDROOMS VALUE _BUILDING DEPARTMENT _ _A SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit t-455.46 69.50 _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINFD IN THE BUILDING CODE, ZONING 75.18 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT 'THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire __ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CUPAENT CITY BUSINESS 1U•/bTAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State TaxTotal SDC— Prepd. uonrPDCMAPPLICANT OR AGEN-f Receipt No./ ^ ADDRESS — -Bel.Dueall PHONE Issued By-----Approved By____ .-..ram...��a:......a_-.r+.....tr.:i.1.i.+.rr, 7 6 418 C ITY OF TIGARD 639.4171 BUILDING PERMIT DATE TAXMAP1al-1UAC LOTNO.17 -SUBDIVISION OWNER i.;krint ttre XJLIi„- Lutheran n Churc ► __� JOB ADDRESS 1 ..}05 Vi bull Mtn. Ku.-_____ (.tentTOX tunst. BUILDER STATE REG.NO. __ EXP.DATE RUILDER•S PHONE )jJkfj_lo& y©��.]_— Smith/Cull Partnership, Arch. J9;'.-6U65 ARCHITECT PHONE _OTHER STRUCTURE I_I NEW REMODEL 9 ADDITION [. REPAIR MOVE OTHER DEMOLITION RESIDENCE GommEDUCATION F; IND RELIGIOUS ACCESSORY I GARAGE OTHER FENCE OCCUPANCY "' _LAND USE ZONE BLDG.TYPE Iry FIRE ZONE PLAN CHECK BY +HEAT Lumit.rltcL vtluil.6on to existin;; church structure, all Errr approved plans and code reyu re.aeutc. S,.e si4ework permit 96411. Special masonry inilweLor required for x11 masonry work on bldig Subject to TRED review. _ SEWER PERMIT N 32b96 (5du) 7 traps OCC.LOAD FLOOR LOAD CAnC HEIGHT 26 NO.STORIES 1 AREA44 52 NO BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR L FFT SIDE RIGHT SIDE Permit 0.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE- ZONING SNOW REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. ANC :T IS HEREBY AGREED THAT THE Planchhe NVIL. WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire 2vg.�p_ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS Ti J HAVE CURRENT CITY BUSINESS TAX PERMU ,bEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax I� 1 9 g!� sDcL gio.w (24 sp.) Total � AWICAN r OR AGE - l� - �— 'i PDCN Prepd. 919.65 W Receipt No ADDRESS PHONE Bal.Due_ �j 1 l • Gd Issued By Approved By sc,cleo r^y ala«Ρr�r /�,i� 'To - r�eeveti DATE INSP. T P INSPECTION REMARKS P ING DATE i1 -30-PG - ► .0" 6 " - --- /� -----•--- �(-_�- / Fixture Final - - �_� �1. ' o�,,� — Contractor Permit No Gas or Oil --TT Rough in - nK ,d sp Final --- - - - / g 5' SEINER Final Z 3 J l_ E DRIVEWAY -- ..J-2 7 Final - --- -' '.Am / Storm Drainage -i y- mai _- r (Rain Drain)Final c' Sidewalk 6"S '�'C I �' i Curb R Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY 1 Final CERTIFICATE OCCUPANCY -- - Landscaping Zoning Final 5nt/Ju QciiinctIQ (rchiICCI September 1 , 1987 Brad Roast, Building Official City of Tigard 12755 SW Ash P.U. Box 23397 Tigard, OR 97223 Re: Christ the King Lutheran Church Dear Brad, It is my understanding that the only issue remaining to be resolved, prior, to your issuing , permanent occupancy ;permit for the Christ the King addition project, is the landscaping of the western portion of the property. Keith Liden has told ine that he has two areas of concern: 1 ) Street trees need to be planted along the full length of Bull Mountain Road and 2) the area west of the existing gravel parking surface needs to be rnaintain,A with some sort of plant materials. (He said the existing grass field is OK as long as the grass is maintained and is not visually objectionable, ) I discussed having the remaining street trees installed now, with Mr. Dave Zimmerman, the church's landscape contractor. He suggests waiting until later' this fall until the weather is cooler and wetter to give the trees a better chance of survival . (The western area of the property is not currently irrigated. ) As we have discussed, the church plans to go ahead and build the west parking lot now. I am submitting plans along with this letter for the parking lot construction. The church would like to have the remaining landscape work requirement shifted over and made a part of the new permit for the parking lot. This will allow for a timely completion of the landscaping as a part of the parking lot, and hopefully, a permanent occupancy permit now for the building addition. Landscape plans are riot yet available for the parking lot area. They will be submitted when finished. I hope you will consider this letter and permit application as goodwill towards the church's intent to ultimately finish the project in a competent manner, while allowing use of the building addition. If you have questions concerning this matter, please don' t hesitate to call . Sincerely yours, Smi ),"Dull Par ersl Architects • Ste n C. U son, AIA Partner cc : Dan Larsen File 20915 SW, 1051h AVENUE.TUALATIN, OREGON 97062 503/692-6065 , 1{ �-y'�' �., tr-�-`^ day,'"9' ry��<•��0.7 ��=��d�'`'^Wr �"� K�' C�'�l` �.�/v�y��,/ a y!iP� •.s ~'�,� {; </M�fr'1� � � Y• �' ' �@!'"..�� '..•�i W i�L •�W.l. �iY S'�• TYI�rJ.;iX w- 'TV'K { � �� `Ofd •y\ �. Y� p Y A ��• lam, f 1 •^i P' �«. 1 � � /�tl�,�� �� +�,,r'� '� Ley � y�p�;�,p•�, �1 3a�,�a ,�F !!�"w,�j'� � �w��A � 11 +� It A"`u�►r ''AM�' '►/j'�11`Ip' ' �'•fly`�iT' ��'r f � ,4 �I'�•n � it 'Hr da •�• !1 1� d°'" Irl�.• 11 A`f �ti, +ul p 4 � � "•'�' ..._ .. . .A•v.-cr-avr-7���-+r __._.._� ;.�•----rev----s-•--n•.;.--.-v,,,-- „� i ,�• tis w..�►/J.~ co yco 0r14 (n � �t <•� tet' M V Cd co tj m to 4.1 cl ,;:;Its t H U Qy rn m q o., it4.4 i z U u ro ' w H N a' > +, m th u O a w 3 N i x � •� � '� to � � bA � , a c ro Ln U f! ao G !4 i r-1 o N ro In m 24 Tj w u '�C + cto ! to 4-J f � a � 114 ODof 1 i� ,tl�a r Ck �fYi u... -.taa ...y _ Tr--.eiTue-,ea C.r;. _, ,l �• ' Ul:. .414 p <.,b1.4 471 �1p tl�►4J�','��lu e tiA,. CITY OF TIC:4 RD November 18, 1987 OREGON 25 Years of Service 1961-1986 Mr. Zorman First Interstate Bank PO Box 23218 Tigard OR 97223 re: Christ the King Lutheran Church, 11305 SW Bull Mtn. Rd. Dear Mr, Zorman: This letter is to inform you tnat the City of Tigard releases all claim to the "non-transferable deposit" (account #439-0058262 ) , placed by the above-referenced property. If you have any questions , please call 639-4171 . Sincerely, Brad Roast Building Official BCR/jdo 13125 SW Hall Blvd„P.O.Box 23397,T'Igard,Oregon 97223 (503)639-4171 -- i August 13 , 1987 City of Tigard Tigard, Oregon Gentlemen: Attached is an assigned interest bearing account in the amount of $6 , 000 . 00 This is provided to the City of Tigard to insure that the roof on the existing building occupied by Christ the King Lutheran Church located at 1.135 S.W. Bull, 4, K` Mountain Road, Tigard, Oregon will be replaced within Wr' ays from this date per specifications provided by Smith/Dull Architects 20915 S.W. 105th Avenue, Tualatin, Oregon. In consideration for the above, the City of Tigard will provide conditional occupancy to Christ the King Lutheran Church of their new building. Sincerely, D ni 1 L. Larsen Buil ing Chairman F7mt First Interstate Bank Receipt For A Non-Transferable Time Deposit toft o1 Oregon. N A, MMTD Issue Maturity Interest Recelpt rode Date Date Rate Number Amount 2 8/13/87 10/13/87 05.500 4390005393 $6.000 00 BRANCH TIGARD TIN: 93-0627868 CITY. TIGARD DATE 8/13/87 CHRIST THE KING f niionod to City of Tigirti Owner t.UTHERAN CHURCH Thlt, Time Deposit has been opened In accordance Address with the Time Deposit Agreement established by 11305 SW BULL MOUNTAIN RD you. Any change in said agreement must be made prior to the maturity date shown above. The Time TIGARD OREGON 97224 Deposit at maturity will be disbursed in accordance with your Instructions as indicated below.Substanl al Interest penalty for early withdrawal --See reverse ORIGINATING RECEIPT Details. 439 0058262 PURCHASE TIME DEPOSIT - Charge Account en NO ;C COU NT NG. MATURITY OPTIONS X —_ Automatic Renewal __ Credit Account Hold Funds ___ Cashier's Check INTEREST FREQUENCY X At Maturity Annual ____ Semi-Annual Qtrly. Not Calendar Qtrly.Calendar ____ Monthly INTEREST DISBURSEMENT X At Maturity-Add to Principal on Renewal __ Credit Account _ _ Cashier's Check PR r+t11CCOU NT NO. ( I R•101 2.87 r NOTICE TO CUSTOMER Funds on deposit in a Nme acaiunt are contracted for a fixed period of time. Interest will be paid at the rate prevailing at the time.the deposit was received if the funds remain on deposit until maturity In the event the hank permits payment before maturity, substantial Interest penalty is required. The penalty for payment prior to maturity of a time deposit at First Interstate Bank of Oregon consists of the following 1 Where a time deposit with a maturity of 30 days or less is paid before maturity, a depositor shall forfeit an amount at least equal to the amount of Interest that could have been earned on the deposit at the nominal (simple Interest)rate being paid on the deposit had the funds remained on deposit until maturity. 2. Where a, .e deposit with a maturity of 31 days,or up to and including one year is paid before maturity, a depositor shall forfeit an amount at least equal to 30 days interest at the nominal(simple interest)rate being paid on the deposit. 3 Where a time deposit with a maturity of more than one year is paid before maturity, a depositor shall forfeit an amount at least equal to 90 days of interest at the nominal (simple interest)rate being paid on the deposit 4 Where necessary, a reduction in the principal amount of the deposit will be made to effect the penalty 7 B6 I i Mlhbd QdMcitO Architects April 28, 1987 Brad Roast Building Department City of Tigard 12755 SW Asti P.O. BOX 23397 Tigard, OR 97223 Re: Christ the King Lutheran Church 11305 SW Bull Mountain Rd. Dear Brad, Centrex Construction has asked for clarification to the following items ori your Inspection Notice dated 4/8/87. 1 . Plywood arched joist is approved at detail 5/A8 in lieu of arr.hed 2xl2's. See attached revision drawings. 2. 5/8" diameter bolt is approved in lieu of 3/4" diameter bolt at detail 1/54. 3. To be corrected by Contractor. 4. Glu -larn connections at corners was intended to be similar to detail 1/S4. Field conditions did riot allow use of this connector at corners. Contractor installed strap is approved, with the addition of a similar- strap imilarstrap on the other side of the beam to prevent overturning. 5. To be corrected by Contractor. 6. To be corrected by Contractor. 7. To be corrected by Contractor. If you have any questions regarding these items, please contact me. Sincerely, Sm thiDu11 Partn rship, Architects Ttvn C. r)Clson, AIA Partner CC: Centrex Construction, Dave Merklin Moffatt, Nichol & Bonney, Don McBee Christ the King Church 04:8130428 20915 S W. 105th AVENUE TUALATIN,OREGON 97062 503/692-6065 CITY GoF TINA RD April 8, 1987 OREGON 25 Years of v✓!ce 196, 1986 Mr. Steve Olsen Smith & Dull Architects re : Christ the King church 20915 SW 105th Ave . 11305 SW Bull Mtn . Rd . Tualatin OR 97062 Dear Mr. Olsen : In our telephone conversation of April 2 , 1987 , we discussed a proposed change in "doors" for an addition to the above referenced address . The proposed change is to replace the doors labeled 108E, 108F, 108G, 108H and 10EII with aluminum sliding patio doors . Section 3304 ( k ) UBC requires additional doors , when provided, to comply as for exit doors . Since sliding doors cannot be used for exit doors , the proposed doors cannot be used. It was agreed that removal of all handles and/or latches from the doors and permanently affixing closed the doors so they would essentially become windows , is an acceptable method to incorporate them into the building. If you have any questions , please call 639-4171. Sincerely, Brad Roast Building Official 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 --- -- --- CITY OF TIGARD MECHANICAL PERMIT Receipt " .------ Permit N _L-- ------ Description Table�A Mechanical Code _ CITY PRICE AMT City of Tigard 1) Permit Fee -0- -0• 10.00 13125 SW Hall Blvd. P.O. BOX 23397 2) Supplemental Permit 3.00 Tigard, OR 97223 _ 639-4175 I ,1 Furnace to 100,000 BTU 6.00 _ incl,ducts&vents 2) Furnace 100,000 BTU + � 7.50 Ind,ducts 8 vents - Name of Development '/ -- 3) Floor Furnace 6.00 InCL Vent-- _ .---- Job AddressSuspended heater,wall heater 4) 6.00 or floor mounted heater Address j/?cS-S SCr� LLL war k?L Tax Lot ;;P n p Map No 2 St 5) Vent not incl.in 3.00 Lot Block Subdivision appliance permit Name(or name of business) 6) Repair of heating,refr ig., 6.00 cooling,absorption unit Mailing Address - Phon(• Boiler or comp to 3 HP Owner e-, F 7) absorp.unit to 100,000 BTU 6.00 City/Stale ' Zip 8) Boiler or comp to 3 HP•15 HP 11.00 _ absorp,unit to 500,000 BTU Name 9) Boiler or comp 15.30 HP - 15.00 absorp,unit'/a-1 million �V^ MSi6ng Address Phone 10) Boiler or comp to 30-50 HP 22.50 �{c,f S' C&,-, 72- (; 1 3?' ­v_ absorp.unit 1 -1.75 million Contractor qty/Stale zip - 1 1) Boiler or comp to 50 HP 31.50 absorp unit 1,750,000 BTU � . 3 --- Stale Registration No City Bus Tax No 12) Air handling unit to 4.50 _ 10,000 CFM I herebyacknowledge I 13) Air handling unit 7.50 edge that I have read This application that the mlormahou given is 10,000 CFM i correct.that I am the owner or authorized agent of the owner,that plans submitted are in --- -- comphance with Slate laws,that i am registered with the State Builders'Board,that thewn 14) Non portable 4.50 number eIs correct (it exempt from Stale registration please give reason below) evaporate cooler _ 15) Vent fan connected 3.00 to a single duct - — - -- -- 16) Ventilation system not - 4.50 - Included in appliance permit v 17) Hood served by 4.80 14r c�C_ t� _ � _r�_ - mechanical exhaust - Signature(owner or agent) Dale I 1 e) Domestic type 750 Describe work [I addition-:' alteration Ll rppair FI 1 incinerator _ to be done residential ❑ non-residential- t 9) Commercial or Industrial 3000 Existing use of type incinerator building or properly __-_- _ Other i.e.,woodstove,water 4 50 20) Proposed use o1 heater,solar,clothes dryers,etc ---- - -- - -- - building or property _ 21) Gas piping one to four outlets ✓� 2. 00 Type of fuel - oil ( 1 natural gasLPG electric I I !- - 22) More than 4-per outlet NOTICE SUBTOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON ` - _�� 4`/e SURCHARGE AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL '- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER - WORK IS COMMENCED. TOTAL Special Conditions Date issued _ _ _by t HECENtu U E C ,I � MOFF ATT, NICHOL & BONNEY, INC. SMITH/PlEnaineers PORTLAND,OREGON 1845 N E COUCH RTRCET/PORTLAND.OREGON 97232/(503)2322117 LONG BEACH,CALIFORNIA 250 W WAHDLOW ROAD/LUNG BEACH.CALIFORNIA 90807/(113)4269551 SEATTLE.WASHINGTON 100 W HARRISON,SUITE 205/SEATTLE,WASHINGTON 98119/(206)282-3911 Lll,:2cember 12 , 1986 Steve Olson Smith/Dull Architects 20915 S.W. 105`h Av%nue Tualatin, OR 97Uo2 RE: Christ The King Lutheran Church Dear Steve: This is a follow-up letter to confirm our phone discussion about the special inspection requirements for masonry for the above project. As discussed, we designed only the exterior soil re- taining walls detailed in sections 1/S2 and 2/S2 using the higher stress values allowed in the Oregon State Building Code, 1982 edition, with special inspection. All other masonry walls in- terior and exterior are design with no special inspection re- quirement as stated in Section 306, Paragraph 6. Under the special inspection requirements, we anticipate a -rua].i- fied masonry inspector to monitor and test the materials used, and inspect the reinforcing steel placement prior to any place- ment of grout. Our experience has been to have an inspector visit the site daily during construction of specially inspected masonry, but not necessarily full time. On all other masonry work, we would recommend spot checking and sampling at less frequent intervals, just to verify that similar materials are being used, even though not required by code. If you have any questions, please call. Very truly yours, Moffatt, Nichol & Bonney A siex�- Donald G. McBee (125�Yeors OF TIIFARD December 26, 1986 REGON of Service 1961-1986 Mr. Steve Olson Smith/Dull Architects re: Christ the King Lutheran Church 10915 SW 105th 11305 SW Bull Mtn. Rd. Tualatin OR 137062 Dear Mr. Olson: I have received a letter from Mr. Donald McBee(Moffatt, Nichol and Bonney,Engineers) , dated December 12, 1986. The letter is in regard to special inspection requirements on the masonry work, at the above referenced address. There are several points I would like to make clear -with regard to the city's stand on special inspections: I. It is agreed that special inspections (as required by Sec.306(a))are not required on structural masonry where the design stresses are 50% of the allowable(as per Sec.2406(c) . Please note that the design should be based on the 1986 edition of the State of Oregon Structural Specialty Code, not the 1.982 edition as spec- ified in Mr. . McBee's letter. Submit calculations to substantiate this. 2. Structural masonry which requires special inspection requires a NULL TIME inspector during placement: of masonry. 3. The special inspector shall be approved by the building official prior to commencement of work. If you have any questions, please call this office at 639-4171 , Sincerel , Brad Roast Assistant Building Official cc: Donald McBee Moffatt, Nichol & Bonney, Inc. 1845 NE Couch St. Portland OR 97232 113125 SW Hall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----- --- - MOFFATT, NICHOL & BONNEY, INC. Engineers PORTLAND OREGON 1845 N E COUCH STREET/PORTLAND,OREGON 97232/(503)2322117 LONG BEACH.CALIFORNIA 250 W WARDLOW ROAD/LONG BEACH,CALIFORNIA 90807/(213)4269551 SEATTLE,WASHINGTON 100 W HARRISON,SUITE 205/SEATTLE,WASHINGTON 98119/(206)282.3910 January 12 , 1986 RECEIVED Mr. Steve Olson JAN 141967 Smith/Dull Partnership 20915 S.W. 105th Avenue SM'TN/DURP.W Tualatin, OR 97062 Re: Christ the King Tmthpran Church Tigard, Oregon Dear Steve: In regard to the City of Tigard's letter dated December 26, 1986, we have the following comments: 1 . The exterior soil retaining walls were designed for flex- ural stress. The allowable flexural stress has not changed from the 1982 Oregon Building Code --o the 1986 Code. Therefore, the design calculations already sub- mitted are correct as submitted. 2 . The method of verification of the allowable compressive :•,trength of masonry at 28 days ( f 'm) has changed. In the 1996 Code, Section 2406 b. 4 , "Assumed ultimate compressive strength" , the allowable f'm can be established by Table No. 24-D. We designed the fully grouted walls for f 'm 1500 psi. . '.fable No. 24-D : en requires that the indivi- dual concrete masonry units (CMU) must meet an ultimate compressive strength of 2000 psi based on the NET area. Enclosed please find the results of such tests supplied to us by the masonry supplier, Western Block. We hope this clarifies the concern about the structural design of the CMU walls and its acceptability under the 1986 Oregon state Building Code. If you have any questions, please call . 'Pry truly yours, Moffatt, Nichol & Bonney C1 0, 011456#014 q D G �;. Sff1i ih/dUA �CChlteCtS October 8, 1986 Jim Seversen Centrex Construction 12900 SW Pacific Hwy, Suite 0 Tigard, Oregon 97223 RE: Christ the King Lutheran Church Dear Jim: Several items relating to the bid documents have come to my attention subsequent to your bid proposal to the church, which need to be clarified and/or revised. Please amend the project manual and drawings as follows: ITEM 1 : '.LARIFICATIONS A. Fire extinguisher and cabinet specified in Section 10522 is to be located as directed by Architect. (One only required) . B Floor electrical outlet boxes shown on sheet E3 in the area of the chancel platform are to be located as directed by the Architect. DO NOr begin installation of these without first checking with the Architect , ITEM 2: BID ALTERNATES: Provide alternate costs for the following items: A. Provide all labor- and materials required to remove existing cedar shingle roofing and install new asphalt shingle roofing, underlayment, associated sheet metal flashings and valley gutters as per Sections 07311 and 07620. B. Provide all labor and materials required to install (5) 6'6" wide by 7'0" high aluminum Natio doors as per attached detail drawing RI in lieu of doors 108E, 108F, 108G, 10F11, and 108I . New doors are to be centered at same location on the t 'an as the above referenced doors. If you have questions concerning these items, please let me know. 20915 S.W. 105th AVENUE,TUALATIN.OREGON 97052 503/692-6065 Ltr: Jim Severson October 8, 1986 Page 2 J have also enclosed for your review a copy of the "public improvement contract" from Washington County for the work in the Bull Mount-in Rd. right of way. I also have a copy of the stamped approved plans for this work from Washington County if you need them. Sincerely, Smith/Gull Par*nership, Architects Steven C. Olson, AIA Partner SCO:mh Enclosures i 7Z 11�10x 4-1 VZ!q F 'z 'r`YP �wu�T;oN MlhKJull ,)[Ir ( 1� TuVTH55k� �- l -) date Q 20915 SW 1051h AVE NUF IPVISed R1 WALAIIN OAFGON 91062 job no. 503/692-6065 5M thidul p�rt�er5hip dichlecb September 18, 1986 Mr. Ed Walden City of Tigard, Engineering Department • 131?b SW Hall Blvd. P.O. Box 23397 Tigard, OR 97223 Re; Chr1 st the King Lutheran Cltui Lh, 1 itj�t, d, Ui Dear Ed, To confirm our phone conversation thi,, (bite, we are deleting the upper parking area work as shown on the plain,. lhis will ai`fect the Storm Drainage Fee and the Systems Development Charge by the City of Tigard. Ed, would you figure out the fee amounts for these two items based on this information? We would also like to request a figure from you for the Sewer Hook-lip Fee. We have provided information to you for a tixture count of existing df1d new construction, but if you require more detail please contact. me. If you could write or phone the dollar amounts for these fees to u, al. soon as possible we can inform the owner as to his costs. Thank you, Smith/Dull P, tner i p, 1lrchi tects R. David sillith, Architect 20915 S.W. 105th AVENUE,TUALATIN,OREGON 97062 503/692-6065 raa4itilt fhv A�re" lio ' �� ' P.O. BOX 127•TUP LATIN,OREGON 97062•PHONE 682.2601 September 16, 1986 CHRIST THE KING LUTHERAN CHURCH 11305 S.W. Bull Mountain Rd. Tigard, Oregon 97224 SEP 342B-002-000 SMlTy� vUi.1 P,yRT. Dear Rev. Susan Granata: This is a Fire and Life Safety Plan Review and is based on the 1982 editions of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Roof coverings shall be fire retardant. Both the existing and new. Sec. 3202(b) 3. Sec. 104(b) Sec. 203 Not less than one (1) approved fire extingu�'sher with rating of not less than 2-A:10-•B:C shall be provided for each 6,000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 Open sides of stairways, landings, platforms or similar areas shall be provided with guardrails when the walking surface is more than 30 inches above the floor or grade below. The guardrails shall be such that a 6 inch sphere will not plass through the openings therein. The multipurpose room shall be provided with not less than two 3-0 X 6-8 doors. The duers shall be placed a distance apart equal to not less than 1/2 the overall diagonal measurement of the area served. Submitted plans are approved for construction subject to the above noted items being addressed. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2.601. S i�er`y, CW4--- Bob Hunt Fire Prevention Bureau CITY OF TIGARa BUILDING PERMIT PERMIT #. . . . . . . : BUP,9(.. 0113; COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 04/08/96 13125 SW Hall Blvd.Tigard,Orogon 97223*8199 (503)539-4171 PARCEL: 2S110AC-01700 SITE ADDRESS. . . : 1. 1305 SW BUI 1- 110UNTAIN RD SUBDIVISION. . . . : ZONING:C-G BLOCK. . . . . . . . . . . LOI.. . . . . . . . . . . . . . ---------------------------------------------------------------------------------------- REISSUE: FLOOR EXTERIOR WALL CONSTRUCTION CLASS OF WORK. :ALT FIRST. . . . : 0 sf N: S: E: W: TYPE OF USE.. . . :REL SE=COND. . . : 0 sf PROTECT OPENINGS?------------ TYPE:: OF CONST. - . . . . 0 sf N: S. E: W.- OCCUPANCY GRP. :A3 TOTAL------:: o sf ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: ST 0 R. : 0 HT, 0 ft GARAGE_. . . : 0 sf OCCU SEP. RATCD. BSMT? : MEZZ? : RECD SETBACKS------------ REQUIRED-------- FLOOR LOAD. . . . 0 ps-F LEFT: 0 ft RGHT: 0 ft FIR SPKL.- SMOK DET. . : DWELLING UNITS: 0 FRNTs 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS1 0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: V1 VALUE. $ : 1110 Remarks : Fire suppression system Owner: FEES CHRIST THE VINE LUTHERAN type amol.tnt by date recpt 11305 SW BULL MOUNTAIN ROAD FIRE $ 8. 20 JD 03/07/96 96-276732 PRMT $ 20. 50 JSD 04/08/96 96-277926 TIGARD OR 97224 5PCT $ 1. 03 JSD 04/08/96 96-277926 Phone #: .226 --6950 Cant Tact or: SANDERSON SAFETY SUPPLY i-O. 1101 SE THIRD PORTLAND OR 97214 Phone #a 1-238-5700 $ 29. 73 TOTAL Reg #. . : 064969 ------- REQUIRED INSPECTION,,, This permit is issued subject to the regulations contained in the Sprinkler Final Tigard Municipal Code, State of Ore. Specialty Codes and all other Misc. Inspection applicable laws. All rork will be done in accordance with Final Inspection approved plans. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more than 190 days. .............. PL-i-mittee Signaturec issi.ted Call for inspection 639-4175 L 'IU 1 APPLICATION FOR PERMIT T INSTALL FIRE SPRINKLER SYSTEM M0ruS BUILDING DIVI ON, CITY OF TIGARD r �'� ed,d5 639-4171 z0-50 TA-x 1 ,a 5 DATE: f �I %�� --- PERMIT # LP SIV-011-3Lr,Q- Valuation: //�%•C%C% �, Permit Fee: z O` S 5% Surcharge: �i Plan Check Fee: - \ 6A L Plans must be submitted to the Building Division before installation. Three sets of theplot plan, showing the layout and the location of the Nearest hydrant is required. New Installation: Addition: _ Repair: — Alteration: _ Complete: Partin: Exitway: Basement: Hood & Vent: Spray Booth: IN EXISTING BUILDING:� IN NEW BUILDING: NUMBER & STRELT:�,1 Cti�' Y I,�i �i/L/ ,��T/�I 'cz�. NAME OF BUILDING or BUSINESS: NO. OF STORIES: — SIZE OF BUILDING: OCCUPIED AS: TYPE OF SYSTEMS: Wet:_ Dry: Combination; — STANDPIPES:_.__ OCC.HAZARD: Light ORD.GRP.HAZARD 1+ 2— 3^ 4—Extra DENSITY GPM/Ft2 DESIGN AREA .—ft2 SPRINKLER AREA ft2 SPRINKLER ORIFICE SIZE: "K" FACTOR TEMP. RATING_ _ i OWNER: ADDRESS: (-nNTRACTOR: -- PLANS DRAWN BY: ADDRESS: J �� )/ REMARKS:( f 4,7&L // rL�i / ��1/��� r�rl/ APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of Tigard.. SPRINKLER COMPANY; =„ I1 PHONE: SIGNATURE OF APPLICANT: — BUILDING DIVISION: _-- PERMIT VALID FOR 180 DAYS warcn[omdnllimnPm+ & �i��� ly"411-41 aw Air UKFty ,BiedTtiv6 �6�, *&Af CITY OF TI9AAD �. ........................................................... .� ................................ ....... ....................... .� .......... ...........� /9ry li�i ��i� ? (JV7C. �i� ✓ f! Q t. i j j.- Ci_�." �.� y [�1J��. 11 s-r�f7lD.t�z•'lG� ,'` o ., ,. /�9 �_ Q"ta: .`�?`�.`ll f•�O'E'jG l�Q^ � � (!�� r � ...�..• mow,rw a ..,. ,...:.. SANDERSON SAFETY SUPPLY CO. i!01 5 E 3rd Avenue, Portland, OR 97214 5031 238.5700 OREGON WASHINGTON CALIFORNIA IDAHO COLORADO Eugene Seattle Bellinqham Richmond Boise Denver 850 Cai,ger St 97402 2600 Airport Way,S.98134 355 Ohio St 98225 4909 Central Ave 94805 3400 Blake St 80205 15031 683.9333 12061 340.4300 12061734-1110 (510)559.8400 (208)343.1323 303)296-1000 ANSUL. DESIGN R-102 RESTAURANT INSTALLATION FIRE SUPPRESSION RECHARGE AND SYSTEM MAINTENANCE (Standard UL 300 Listed) MANUAL isk i rson low woo sow woo mom son won goom mom Noma mososnow f SECTION IV - SYSTEM DESIGN UL EX. 3470 11.1.94 Page 4-24 NOZZLE PLACEMENT RFOUIREMENTS (Continued) Nozzle Application Char The following chart has been developed to assist in calculating the quantity and type of nozzle required to protea each duct, plenum, or appliance. Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamp!% - Hazard Dimensions Quamity He;ghts r,,h No. Flow No Duct or Transition Length - Unlimited 1 - rt 927/41.467 1W/1W(: (Single Nozzle) Perimeter - 27 in. (67 cm) Diameter - 8.5 in. (22 cm) Duct or Transition Length - Unlimited 1 - -'92817V-178' 2W/2W' (Single Nozzle) Perimeter - 75 in. (190.5 cm) Diameter - 24 in. (61 cm) Duct or Transition Length - Unlimited 2 - ff 928176078' 2W/2W'L- (Dual Nozzle) Perimeter - 150 in. (381 cm) Diameter - 48 In. (122 cm) Electrostatic Precipitator Individual Cell 1 - '_• 929 1/2N (At Base of Duct) Plenum Length •- 8 ft. (2.4 m) 1 - x`30/4'5566/4'7332 1N/1N'- NS• (Horizontal Protection) Fiher Height - 20 in. (51 cm) Plenum Length - 4 ft. (12 m) 1 - 564271415567/417333 1W/1WS11WSS (Vertical Protection) Width - 4 ft. (1.2 m) Fryer/Split Vat Fryer Longest Side (without drip board) 15 in. (38 cm) Area - 210 sq. in. (1355 sq. cm) High Proximity 1 27 4- in. W8117 230 Low Proximity t 2t' - 27 in. 418118 245 Longest Side (with drip board) 21 in. (53 cm) Area - 294 sq. in. (1897 sq. cm) (Fry Pot must not exceed 15 in. x 14 in. (38 cm x 36 cm)) 230 High Proximity 1 21 - 47 in. 418117 Low Proximity 1 20 - 27 in. 418118 245 =range Longest Side (High Proximity) 1 4c - 50 :n. /118118 245 28 in. (71 cm) (11.2 -- 127 cm; Area - 672 sq. in. (4335 sq. cm) Longest Side 1 30 - 40 In. 418119 250 (Medium Proximity) (76 - 102 cm) 28 in. (71 cm) Area - 672 sq. in. (4335 sq. cm) Longest Side (Low Proximity) 2 15 - 20 in. .418120 290 36 in. (91 cm) (38 - 51 cm) Area - 1008 sq. in. (6503 sq. cm) •yM 2w"ran"on 1.5 g00% Mw.eWO re owe"emm W"• SECTION IV — SYSTEM DESIGN UL EX. 3470 :�-15-95 Paoe 4-25 REV. t NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozzle Application Chart (Continued) Nox.le Tip Maximum Hazard Nozzle Nozzle Nozzle Ster ping - Ouentity heiyrts Part No. ")ow No. Hazard Dimensions _ �--- 40 - 50 in, 418118 24- Range Longest Sioe (High Proximity) 1 ( 28 in. (71 cm) 102 - 127 cm) Area - 672 sq. in. (4335 aq. cm) 1 30 - 40 in, 418119 28, Longest Side (Medium Proximity) Pb - 102 cm) 22 in. (71 cm) Area - 672 sq. in. (4335 sq. cm) Longest Side (Low Prcximity) 2 1'' - 20 in. 416120 2S i (; 36 In. (91 cm) - 51 cm) Area - 1008 sq. in. (6503 sq. cm) GridJle Longest Side (High Proximity) 1 3,,. 50 _5 i . 418119 2( ) 48 in. (122 cm) Area - t440 sq. in. erimeter I�cated) (9290 sq. cm) Longest Side (High Proximity) t 30 - 50 in. 918120 290 30 in. 76 cm) (76 - 127 crr) Area - 720 sq. in. (L enter located) (1629 sq. cm) Longest Side (High Proximity) 1 : , — 40 in. 569301415566/417332 1':l1NS11NSS + 36 in. (91 cm) (I.9 - 102 cm) I Area - 1080 sq. in• (,•erimeter 1 (2743 sq. cm) I..cared) + 1 - 30 in. 418120 2v)Longest Side �t _ 76 cm) (Medium Proximity) 48 in. (1222 cm) (perimeter Area - 1440 sq. in. located) (9190 sq. cm) Longest Side (Low Proximity) 1 (0 - 20 in. 418121 2'20 48 In, (122 cm) 1;5 51 cm) - zs Area — 1440 sq. in. (,erimeter (9290 sq. cin) 14caied) Chain Broiler' Longest Side - 34 in. (86 cm) 2 0 - 26 in. 56927/415567/417333 1•VVll WS/1 WSF (Overhead Protection) Area - 1088 sq. in. (25 - 66 cm) (7019 sq. cm) - 2 1 - 3 in. 5693014155661417332 1N11NSI1NSS Chain Broiler Length 43 in. (109 cm) (Horizontal Protection) Width - 31 in. (79 cm) (3 - 8 cm) 245 Gas-Radiant Char-Broiler Longest Side - 24 in. (61 cm) 1 18 - 40 in. 418118 Area - 528 sq. in. (46 - 102 cm) (3406 Sq. cm) Electric Char-Broiler Longest Side - 34 in. (86 cm) 1 20 - SO in. 56930/a15566�4t7332 1NI1NS/1NSS Area - 680 sq. in. (51 - 127 cm) (4388 sq. cm) Lava-Rock Broiler Longest Side - 24 ir. (61 cm) 1 8 -5 in. 5693014155661417332 1 N11 NS!1 NSS Area - 312 sq. in. (2013 sq. cm) •Y�.nwn tN+bows+.n.uil cop ' 12 12 m 131 Cm 1 31 anl.NN rot wl'nom 604 d rtn�.n•1 bawl Wt SECTION III -- SYSTEM COMPONENTS UL EX. 3470 6-1-95 Page 3-8 REV. 1 NOZZLES (Continued) INS Swivel Nozzle Assembly (Part No. 415566) ► IF NOZZLE ASSEMBLY The INS nczzle has a swivel tip for ease of installation and STRAINER aiming. The swivel nozzle can be used in any application that / the 1 N nozzle is used on.The 1 NS application is for chain Tip ! :� electric char-broiler,lava rock char-broilers,natural char- broilers, coal broilers,and plenum coverage.This nozzle consists of four I BODY basic components: 1. The blow-otf cap' keeps the orifice free of grease or other ;\� substances that could interfere with agen'distribution.An integral retaining strap attaches the blow-otf cap to the CAP f n RETAINER nozzle. 2. The rozzle body is chrome-plated and houses an internal strainer. The mounting threads on the body are 316-1A female NPT, 3. The nozzle tip is chrome-plated and stamped with 1 NS(See ► FIC' 7E 11 ii Figure 21). The(1) indicates that this is a one-flaw nozzle and must be counted as one flow number when determining Nozsle Identification Chart system design. The tip can be ,stated approximately 340 Nozzle Nozzle Tip Nozzle Nozzla in any direction from nozzle centerline. Nozzle Type Part No. Stamping Flow No .dentilo atior. 4. The tip retainer is chrome-plated and is necessary to secure the tip to the nozzle body to lock in the aiming angle. 1W Nozzle 56927 1W 1 ChroBoda dLTD INS SWIVEL_ NUZZLE ASSEMBLY 11NSS Nozzle 417333 1W 1 Stainless Steel Body and T'I;. INS 1N Nu.zle 56930 1N 1 Chrome-Platt1 +- BODY Body and Tip TIP Stainless Str.-1 ' CAP rte' 1NSS Nozzle 417332 1N 1 Body ind Tib+ TIP RETAINER 112N Nozzle 56929 1I21`4 112 Chrome-PlatPd Body and Brass TIP 3N Nozzle 76782 3N 3 Chrome-Plated 1 1 Body and Tip I 2W Nozzle 56928 2W 2 CBhhrro a dPlated GBrass Tip 2WH Nozzle 78078 2WH 2 Chrome-Plated FIGURE 21 Body and Brass Tip ► IF Nozzle Assembly (Part No. 418555) INS Nozzle 415566 1NS 1 Chrome-Plated Body, Retainer, The IF Nozzle is for range protection and consists of five basic and Tip components: t 1 Chrome-Plated 1. The blow-oft' cap keeps the orifice free of grease or other 1 WS Nozzle 4,X567 1 WS Body,Retainer, substances that could interfere ith agent distribution.An and Tip Integral retaining strap attaches the blow-off cap to the Chrome-Plated nozzles. 230 Nozzle 418117 230 2 Body and Tip 2. The strainer keeps foreign particles,which are larger than the rozzle orifice, from blocking the opening. 245 Nozzle 418118 245 2 Chrome-Plated I The nozzle body' is chrome-plated and houses the internal Body and Tip stra nor.The mounting threads on the body are 318-18 NPT. 260 Nozzle 418119 260 2 Chrome-Mated od and Iated 4. The nozzle tip is brass and stamped with IF (See Figure ip 21 a).The(1)indicates that this is a one-flaw no&@ and must 290 Nozzle 418120 290 2 Chrome-Plated eterminm�system Body and Tip be taunted as one flow number when d desigli. 2120 Nozzle 418121 n1l0 2 Chrome-Plated 5. The tip retainer Is chrome-plated and is necessary to secure Body and Tip the tip to ;he nozzle body to lock the discharge pattern I, 1F Nozzle 418555 t'.= 1 Chrome•Pleted ► position. I Body and TIp PWI a mob^ Retainer, Brash TSD SECTION IV — SYSTEM DESIGN UL EX. 3470 6-1-95 Page 4-34 REV. 2 DISTRIBUTION PIPING REQUIREMENTS (Continued) Distribution Piping Requirements — 3.0 Gallon System A 1. The maximum length between the start of the first branch I �sur►Lr line and the start of the last branch line must not exceed TEE , 24 ft. (7.3 m). When the supply line is split.the combined li total of both legs c' the supply line (from the start of the first branch line to the starl of the last branch line)must r"' r r axceed 24 tL (7.3 m). See Figure 74. 2. The total length of all branch lines must not exceed .16 M. 0 v (10.9 m). See F(gure 74. 3 BRANCH uNEs 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 EO LENGTH OF BOTH in. supply line. LEGS O LEGS OF Sur.Lr LINE Must •t. A maximum cf two nozzles are allowed per duct branch line. NOT EXCEED 24 Fr.(7.3 MI S. The requirements of the following table must not be IN NOZZLE 2w NOZZLE `, exceeded: �.IN No,--LE 2"NOZZLE / 24S NOZZLE 1/ tr2N NO.=—E -- (BRANCH'_NE IN BULD) COMBINED LENGTH MUST NOT EXCEED 36 FT.110J ml FIGURE 74 Duct Planum Appliance Requirements Suoply Line Branch Line Branch Line Branch Line Pipe Size 3/8 In. 3/8 in. 3/8 in. 3/8 in. Maximum Length 40 ft. 8 ft. 4 ft. 12 tt. (12.2 m) (_4 rn) (1.2 m) (3.7 m) Maximum Rise 6 ft. 4 it. 2 ft. 2 ft. (1.8 m) ( .2 m) 1.6 m) (.6 m) Maximum 900 9 4 4 6 Elbows Maximum Tees 1 2 2 4 Maximum Flow 11' 4 2 4 Numbers •EaalOtlMr: 1. 11.3 Ib+ 11)2W fluff W?10.onw(1)1RN warwtatr,pr4aenara M02"S.ons It)tN OW+r^nozzle.wd low(41 Iw+b"Anonance f%MX~. 2. 12 Nu.nu-lbom we 410wW L In 4nr 0n4 Iww now C*r"M V r. #b&w seo4Ant4"acrwa A. M srry 0"'N"u"o^'r"Wow.ADwn nn12y4 G In ani fins Ire uwV limy 3jm aaab no22144. ••or"wwn('I)fbw numbs/we WO.•ae 4 a IN,00 •u4ae er.OR fr Wed ororgml .a 4 IF n lw•fw40 W 0 "earen V' SECTION IV - SYSTEM DESIGN UL EX. 3470 11-1-94 Page 4-2 NOZZLE PLACEMENT REQUIREMENTS (Continueri) Du,t Protection (Continued) oucr The 1W arri 2W nozzles will protect the following: 3. Single Nozzle (2W) Duct Protection: Orte 2W nozzle will protect ducts with a maximum perim- MooULE puwIMP eter of 75 in. (190.5 cm)or a maximum diameter of 24 in. NOT MORE THAN _ . TPANSMN (61 cm).The nozzle must be installed 2.8 in.(5-20 cm)into 24IN.ie1 Q*1 the center-)f the duct opening and positioned as shown in Figure 4. FIGURE 6 5. Dual-PIczzle Duct Protection: Two 2W nozzles will protect Ducts with a maximum Perim 2-e 1N. eter of 150 in. (381 cm) or a maximum diameter of 48 in. is-2o a n) (122 cm).The nozzles must be InstallPj 2-8 in. (5-20 cm) into the duct opening and positionsr, as in Figure 7. FIGURE 4 4. Single Nozzle (2W) Transitiun Protection: _ One 2W nozzle will protect transitions at the point wherePIENGTH the perimeter of 75.in.(190.5 cm)or'he diameter of 24 in.(B1 cm)or less begins within that transition.The nozzle must be placed in the renter of the transition opening where themaximum perimeter or diameter begins as shown in Figures5 and 6. CT tAWITH Le DUCT WCT i i F"nTI MODULE PEMMETEA NOT MVnE nuN rsuNsrnON FIGURE 7 ri.IN.(190.3 cm) ��- NOTICF In installations where a UL Hated damr�er assembly is employed,the duct nozzle can be Installed beyond the 8 in.(20 cm)maximum, to a point just beyond the damper assembly that will not interfere with the damper. Exceeding the maximum of 8 in. (20 cm) in this way will riot void the U)- listing of the system. FIGURE 5 SECTION IV — SYSTEM DESIGN UL EX. 3470 11.1-94 Page 4.8 NOZZLE PLACEMENT REOUIREMEN''S (Continued) P!enum Protection (Continued) Exception:When the plenum chamber containers filters that do not exceed 10 in.(25.4 cm)in height and the 1 N nozzle can be t2 1N no 0") installed at the intersecting center lines of both filter banks and MAX,Mu4 not exceed the 2.4 in. (5 to 10 cm)distance tram either'oliers, •w. / a single IN nozzle calf be used. See Figure 27a. y IN.a-+o anMUST aE WtTN,N THISAREA tN� FIGURE 26 1N NOZZLE — PART NO. 56930 One 1N nozzle will protect 8 linear Leet (2.4 ml -if single ;Iter �MAXI4uM bank plenum or two IN nczztes will prated 8 linear It.-!' '-cm) of "V" bank plenum. In either application, the nozzle(s) must be mounted in the plenum,2 to a in.(5 to 10 cm)from the face F1GL'-: 47a of the filter, centered between the filter height dimension, and aimed down the length.The filtpr height must not exceed 20 NOTICE in. (51 cm). See Figure 27. It 1 N nozzle coverage does not exceed 7 linear ti.(2.1 m),the nozzle can be mounted 2 to 6 Y' 2-4 IN in. (5-15 cm) from the face of the fllter. `AXINIU M For a plenum,either single or"V"bank,with a linear e.,--nsior r longer than 8 feet (2.4 m), each bank may be protect, usin, one 1N nozzle every 8 fl-(7-4 m)or less depending on tt. (vera' lengm of the plenum. See Figure 28.The nozzles me% point in the opposite directions as long as the entire plenum ar: s pro tecled,and the 8 It.(2-4 m)limitation is not exceeded.St t f=igure 29.The nozzle positioning shown in Figure 30 is not an accept- able method of protection because the plenum arae direcity \ under the te6 is not within the discharge pattern of either nozzle. I FT.(2.a Iti)�1 MAXIMUM 20 IN. MAXIMUM MAXIMUM I !FT,R• NAxM1U4 _a M. (S-t0 an) p M"NAUM MAx>wuu m) FIGURE :8 f .AX,w U4 r/ SECTION IV — SYSTEM DESIGN a t2 UL EX. 3470 11-1-94 Page NOZZLE PLACEMENT REQUIREMENTS (Continued) Range Protection (Continued) 26 IN.r71 a^I �,.I.�`:,IN.(61 CM) 1. (Continued) MAXIMUM I MAXIMUM L♦IN 161 an)-4 MAXIMUM I I I I Las NOZZLE TIP L'JGTION CENTER OF I I ( ) I I 1 COOKING SURFACE _ cm) MAXIMUMI 1 OR ® I I I I 11 7A IN (2f CM) I ) MAXIMUM FVIOM I I CENTERLINE OF NOZZLE TO CENTER OF ANY. BURNER 0 0 0 24 IN.161 Cm) MAXIMUM III T CENOZZLE T"LOCATION I ) CENTER UNC. "C COOKING SURFAC_ 245 NOZZLE TIP 2e IN.(71 CMI I LOC'J,T*N CENTER OF + MAXIMUM Y COOKING SURFACE / oR `,, 11 ye IN ro CM) MAXIMUM FROM I A.— -*"��' 40 IN.n02�) CENTERLINE OF NO--LE MAXIMUM TO CFNTER OF ANY I I I I HEIGHT OF BLIRNER I ) I 760 NOZZLE FIGURE 35 I I I -IP I NOTICE I I I xo IN.pMINIMUMe Ctrl I I Four burners shown in Figure 35. For single I I I HEIGHT OF or double burners, locate nozzle at Center of I I sIP NozzLE TIP cooking surface or 11 318 in. (29 cm) max- imum from nozzle centerline to center of any burner. L=O , 2. Medium Proximity Application: 30 in.to 40 in. (76 cm to 102 cm) above the cooking surfsr•p. the medium pruximity applic31 On uses the 260 nozzle.Pan FIC URE 36 No. 418119. The nozzle tip is stamped with 260 indicating this is a two- flow nozzle and must be counted as two flow numbers. One 260 nozzle will protect a cooking area of 672 so. In. (4335 sq. cm)with maximum dimensions of 28 in. x 24 u-. (71 cm x 61 cm). When using this nozzle for range protection,thu nozzle must be pointed vertically down and peslttoned as shown in Figures 36 and 37. SECTION V — INSTALLATION INSTRUCTIONS UL EX 3470 5-1-90 Page 5-15 INSTALLING THE REMOTE MANUAL PULL STATION (Continued) REMOTE MANUAL PULL STATION SINGL:APPLICAT►ON O-�-PILARY ELBOW MARE POPE OVAL SLEEVE CABLE I I LEVER r PELEASE / UEC►IANIS#A JUNCTION BOX LOCK&AA INOT SUPPLIED BY AN.SULI I BREAK ROO PULL, a ..—sIGE sTw I I REMCRE MANUAL PULL RING STATION IIANOI.E FIGURE 40 PULLEY TEE REACT!MANUAL PULL STAT"MAL AMUCATION / / `KAAXY ELBOW --WIRE ROPE sOVAL SLEEV! AlI,EASt ++EC1tANISM CABLE LOCI(6AR LEvin L_ I I JUNCTw'"BOX (POT SUP-IIED By A►+3UU 1 PULL P I I PAIL II RtuOT! � RtIKJTC MAlNJAL MAMUA. nAL PULL STATION STATION FIGURE 41 INS i I�dt. INSi RU".,iciN'D UL EX. 3470 6-1.91 Paae 5.18 REV. 1 INSTALLING MECHANICAL GAS VALVE (Continued) 7. a. Use new pipe, properly reamed ano cleaned of metal 12. With the end of wire rope already threaded through hole chins. in air cylinder rod, slide stop sleeve(Part No. 26317)onto b. Make certain gas flow is in the same direction as arrow wire rope and leave loose. Do not crimp stop sleeve at this shown on gas valve. To avoid cracking the gas valve time. See Figure 43. casting, do not overtidhten pipe connections. It pipe 13. Cock mechanical gas valve as shown in Figure 48. tape, paste, spray, or similar lubricant is used, extra care should be taken to avoid overtightening. Apply ANSUL MECHANICAL GAS VALVE lubricant to male threads only. I c. Wrench tighten pipe to gas valve. DO NOT USE GAS COCKING ( 1 VALVE AS A LEVEfi WHEN INSTALLING OR VALVE LEVER �,JJ DAMAGE MAY OCCUR. See Figure 46. d. It strainer is utilized,attach strainer ahead of gas valve. e. If necessary, install drip leg in oas line in accordance with the authonty having jurisdiction. I. The total length of wire rope allowed for each valve must not exceed 125 It. (38 m). a. The maximum number of pulley n1bows allowed for each oas valve is 12 of Part No. 16426 or 18 of Part No. 45771.B. Install tf2 in. conduit,and pulley elbow(s)from the mechan- ical gas valve to regulated release assembly enclosure as necessary. COCKED OPEN POSrTION CIRED CLOSED►OSmON 2. Seoinnlna at the regulated release assembly,thread the end ASCO MECHANICAL GAS VALVE of the wire rope through hole provided in air cylinder rod. See Figure 43. 1 0. Feed end of wire rope throueh conduit and each pulley elbow. „:,� COCKING LEVER Make certain that wire rope rides on top and in center of o • DLiley sheave. If the 50 tt. (15 m)wire rope has Deen spliced to accommodate a longer run,do not allow the spliced ends I I to be witinn 12 in. (30 cm) of any pulley elbow or conduit 1 acaotor. L— Remove side cover on qas valve and thread end of wire rope tnrougn hole in cocking lever. Slide stop sleeve (Part No. ^ 25317)on to wire rope and crimp. (Use the National Tele- X11 (T` 1.3 .none Subply Company Nicopress aleeve i ooi Stock ivu. —•� I I 4',-C4157 4157 or equal to property crimp stow sleeve.)MaKe Ger- l� J`� %�J ;aln Crimp Is On top of Cc.:king lever, with wire roue curled under lever. See Figure 47. COCKED 00!N POSMON FIRED CLOSED POSmON FIGURE 48 14. Raise air cylinder rod "UP”to its maximum extended posi- WOE pop! tion. See Fioure 43. 15. Manually pull wire rope to remove excess slack. STOP SLEEVE \ 1 NOTICE DC N07 ACTUATE THE MECHANICAL GAS do COCKING VALVE. Each Mechanical Gas Valve System L' R :rust have gas valve cocked and air cylinder �T\ rod extended"UP"to is maximum extension l before completing next step. 16. Slide stop sleeve against air cylinder rod, make certain all slack is removed from wire, and crimp stop sleeve. See FIGURE 47 Figure 43. 17. Cut Ott any excess wire rope aocroximatelv 314 in. (2 cm) from end of stop sleeve. Restaurant Fire Suppression rt 1 61 .� .� . ANSUL m ANSUL 1 _ ' 1 • • • • Meeting the fire protection challenge. In 1962,Ansul recognized that there was quick to recognize the new system as an 25 years later,Ansul is still the most well- no effective system to combat dangerous effective solution to a major problem in the known name in restaurant fire protection. and frightening restaurant fires. restaurant industry.A new and Improved The high quality Ansul R-102 System is Dangerous because a fire can begin on a model,the Ansul 8.101 Dry Chemical the preferred choice of architects who cooking appliance or In a hood or System replaced the initial R-100 unit a design kitchens,restaurateurs who own ductwork and quickly spread to involve an short time later, and operate them,insurance underwriters entire kitchen or restaurant.Frightening who provide coversya and fire inspectors because statistics show that many In 1982,we introduced the Ansul R-102 who enforce the codes.These people restaurants never reopen after a major fire. Wet Chemical Restaurant Fire know that without a system like the Ansul Suppression System.It was our answer to R-102,restaurant fire insurance would be Ansul responded by developing the R-100 the industry's requests for 1)a system to difficult(if not impossible)to obtain at any System,the first dry chemical fire protect the innovative new cooking price.And they trust the Ansul System to suppression system designed exclusively appliances making their appearance in react quickly to a fire,automatically,before for restaurant hood and duct protection. restaurants;and 2)a system with an the fire has the opportunity to grow and Restaurant owners,their insurance extinguishing agent that is easier tc clean spread. companies and local fire inspectors were up after a fire than dry chemical. In short,the Ansul R-102 System meets the fire challenge.It detects and suppresses fires with or without someone present...24 hours a day.Its simple design permits quick and easy installation in single or multiple system configurations.So it can handle a single mesquitegrill and hood or an entire • kitchen full of cooking appliances. And the Ansul R-102 System features a ggreat,new extinguishing agent — ANSULEXe Low pH liquid fire suppressant — developed by Ansul scientists to provide better,cleaner fire protection.All good reasons why Ansul ( � systems continue to protect more restaurants worldwide — exclusive gourmet,major chain,fast food or institutional — than any other brand. kti' 1 4 p0%LOW pH LIOUID FIRE p►IIf16BAti1 A1%,,.._� 07EU FOR SE ONLY INr -'""`�FSAUrtim 51ON SYSTEMS INIftl% G ASSEMBLY 79372 �CAUIIOM�PN,Np P COM•E� What makes the Ansul R-102 Restaurant System better? A better fire extinguishing agent. Great looking fire protection.Architects Simple to install,easy to service.'The ANSULEX Low pH liquid fire suppressant and kitchen designers appreciate the fact design of the Ansul R-102 System features is a true breakthrough in restaurant fire that the Ansul R-102 System is designed simplified piping and nozzle placement. protection.An equipment-friendly,near- with aesthetics in mind.The R-102 And thanks to its cartridge operation,the neutral pH agent-it rapidly suppresses System's exclusive stainless steel Ansul R-102 System is reliable and can be fires,cools hot surfaces to help prevent enclosure blends right Into the recharged faster on site then stored fire reflash,and cleans up fast.Which surroundings of today's modern kitchens. pressure systems.All of which means a means that if fire strikes,you're back in It's completely self-contained so more flexiHe,efficient system that can be business faster with less damage and components can be installed out of site installed easier and with less disruption to clean-up cost. where they won't interfere with the visual your facility. appearance or operation of the kitchen. l � �RailMlbt'lw;. .'� ! r � r y' A A v A 711M ,1 npr44 r '1 + r�°ros4cr, Mrrs o a%„*4"�r""o a aro �► ..— 2A11-11. "al.. �..._- Versatility.The Ansul R-102 System Backed by the best warranty In the A distributor/installer network second comes in 1.5 and 3 gallon sizes.These business.Ansul's five year limited to none.Ansul's worldwide network of systems can be connected in various warranty makes it five times better than restaurant systems distributors is the configurations to provide even greater any other restaurant system.In addition, largest in the fire protection industry.Our capacity.Also,our systems are designed the first major servicing of the system, distributors are factory trained to take care to protect a wider variety of appliances which Includes both a regulator pressure of all your fire protection needs.They can found in today's food service facilities.. test and hydrostatic test of the tank, accurately determine which Ansul system everything from grills and gas radiant doesn't come up for 12 years.That's a real is best for you,quickly and efficiently charbroilers to chain broilers and money-saving advantage because most of install the system,and provide the proper mesquite wood cooking appliances. our competitors require a major servicing maintenance and service.All with a of their systems after only six years. minimum amount of disruption to your business.Your nearhy Ansul n stnbutor. When it comes to fire protection,he's a good person to know. Designed and built by Ansul.Which means,simply,that like all Ansul equipment,your Ansul R-102 System is rugged,reliable, /�- built to last and U.L.listed.Only the finest quality materials go <% , ., into its manufaLturo,And only those systems which pass Ansul's rigid quality assurance tests ever make it out our doors.You have our word — and our nave — on it. i�. • aMEM ll • ANSULEX Low pH liquid fire suppressant flows through the piping and is discharged into the plenum and duct areas and onto the cooking appliances. 0 When a fire occurs in a protected area,it is quickly sensed by detectors located in the ductwork or cooking appliance hood. i r QThe ANSULEX agent is applied directly on the fire in specific spray patterns, suppressing the fire in seconds.As it smothers the hot cooking greases,a foam The detectors trigger the ANSUL blanket is formed,temporarily sealing off AUTOMANm releasing mechanism combustible vapors to help prevent fire which actuates the system... reflashas. pressurizing the agent storage tank and automatically shutting off appliance energy sources in the event of a fire. Check out the features of the Ansul R-102 System... Stainless Steel Enclosure...An Ansul ANSUL AUTOMAN Release,..Visible exclusive...aesthetically appealing... ! - - cocked/fired indicator..provides positive blends in with kitchen equipment... actuation of system...needs no periodic protects against tampering,damage. adjustment. Y Agent Storage Tank...Carbon steel... Regulator... 100 psi regulated pressure pressurized only when system is (i - �!' ensures constant flow of agent and actuated...leak-proof...low maintenance... i consistent nozzle discharge pattern. allows for fast,on-site recharging. i Nitrogen Cartridge...Positive seat,self- contained,no maintenance of valve • required. t Manual Pull Station... Permits quick, Fuse Link Detection System...Unique Hood-Seal Adaptors...Threaded or sure manual actuation of the system by bracketing provides positive actuation compression-seal(,,.tions provide tight anyone regardless of fire fighting upon exposure to heat. seal for hood penetrations required for ` experience...break rod indicating manual distribution pipe or detection lines...more system operation. aesthetically appealing than welded seal. PULL- N + • ,S 19372 P w• Nozzles,,,Designed to provide agent Mechanical or Electrical Gas Shutoff ANSULEX Low pH Agent...At discharge coverage to each special Valve...Shuts off fuel or power source approximately 8.2,it has the lowest pH of hazard area...special blow-off caps upon detection of tire...clearly marked any wet chemical restaurant agent on the reduce the risk of grease vapor open/closed indicator. market.As a result,it's safer for your contamination...chrome plating matches equipment and employees...especially hood and appliances. when compared to some other high pH restaurant agents. + 1 There are three basic types of AnsuI R-102 System configurations...single tank,double tank and multiple tank.Each Single Tank is designed to economically fit particular 1.5 gallon sizes of kitchen equipment arrangements six flow point 1 as indicated by the following examples. The type of system required to protect a - specific installation or facility is determined by a careful analysis of the following variables: l` - Size of duct,plenum - Number and size of appliances - Number of nozzles required - Number and size of R-102 System U �� tanks O - Number and type of accessory devices needed Following an analysis of the hood/duct and appliances to be protected,your Authorized Ansul Restaurant Systems Distributor can recommend the proper system for your application in accordance with NFPA Standards 17, 17A and 98. Single Tank 3 gallon 12 flow point r- Double lank 4.5 gallon (1.5 gallon and 3 gallon manifolded) 17 flow point j Listings and Approvals.The Ansul R-102 System hardware has been subjected to the rigorous Underwriters Laboratories Inc.test standards and carries the UL listing for pre-engineered restaurant fire suppression systems.In ' addition,the R-102 System is also listed by Underwriters Laboratories Inc.of Canada and carries New York City board of Standards and Appeals approval under calendar number 721-82-SM. ' Number of Typical Applications Description of Protected Areas Nozzles Basic Components Accessory Dev;ces 1 r�� 1.5 gallon single tank One One One One system designed to provide 75 inch perimeter duct 1.5 gallon agent tank and mechanical gas shutoff fire protection for the small One One releasing device valve kitchen appliance 8 foot hood Three arrangement One One fusible link detectors 48 inch x 30 inch range Five One One agent distribution nozzles 36 inch x 24 inch fryer One Two One remote manual pull 18 inch x 24 inch fryers actuation device 3.0 gallon single tank Two Two One One system designed to provide 75 inch perimeter ducts 3 gallon agent tank and electrical gas shutoff valve fire protection for the One Three releasing device and controls medium-sized kitchen 21 foot hood Five appliance arrangement Two One fusible link detectors 18 inch x 2.4 inch fryers Ten One One distribution nozzles 48 inch x 30 inch range One One One remote manual pull 18 inch x 30 inch actuation device electric charbroiler One Two 24 inch x 24 inch natural charbroiler 4,5 gallon double tank TWo Four One One system designed to provide 150 inch perimeter ducts 1.5 gallon tank mechanical gas shutoff fire protection for the large- One 'r hree One valve sized kitchen appliance 21 foot hood 3 gallon tank and releasing arrangement Two One device 18 inch x 24 inch fryers Four One One fusible link detectors 48 inch x 30 inch griddle Thirteen One Three distribution nozzles 5.1 inch x 24 inch gas radiant One charbroiler remote manual pull One One actuation device 48 inch x 30 inch range CNOTE& Other R 102 system size comlNnatinhs up to 30 gallons are available to provide lire protection tot larger kitchen appliance arrangoments Nozzle coverage for other appliances Is available such as chain,lava rock,charcoal,and mesquite broilers. Other accessories such as hood sealing adaptors,electric alarms,shutoff switches and devices are available. Call ant Systems distributor... your nearby Ansul Restaur They can help you analyze you, fire protection needs, design the right system, install it. and provide 24-hour service. And they're only a phone call away. Check the Ansul listino in your Yellow Pages under "Fire Extinguishers"_ or call toll-free ttt� 1-800.346-3626. RED LINE Fire Equipment ► SENTRY Fire Extinguishers • AUTOPULSE Detection and Control Systems • Ansul R-102 Restaurant Systems with ANSULEX Low pH Liquid Fire Suppressant ► Ansul Carbon Dioxide, Foam, Dry Chemical, and Halon Systems ► ANSULITE "Class d" Foam Concentrates e SILV-EX "Class A" Foam Concentrate • Ansul Dry Chemical and Dry Powder Extinguishing Agents ► SPILL-X Spill Control Agents and Applicators ANSUL,SENTRY,ANSUL AUTOMAN,AUTOPULSE. ANSULEX.SILV-EX And ANSULITE are registered trademarks and SPILL-X and RED LINE me trademarks �► Your Authorized Ansul Distributor: ANSUL Grintlen ANSUL FIRE'M. TFCTION.MARINIME,WI 54143'54 '15'35'411 Form No F 41 3 IM Wormsld U S.Inc Litho in LIS A SEE Jo). MM ROLL# 22 FOR LARGE DOCUMENT BUILDING PERMIT CITY OF T DATE I ISSUED: . SSUED: • 1 1/07/955-0331 COMMONITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard.nrwon 97223.8199 (503)639-4171 PARCEL: 2S 1. 10AC--01700 SITE ADDRESS. . . : 11305 SW BULL MOUNTAIN RD SUBDIVISION. . . . : ZONING:C:—G BLOCK.. . . . . . . . . . : LOT. . . . . . . . . . . . . . ------------------------------------------------------------------------------------ REISSUE: FLOOR AREAS--------------- EXTF_RIOR WALL CONSTRUCTION- CLASS OF WORK. :ADD FIRST. . . . : 5500 sf N: S: E: W: TYPE OF USE. . . :REL SECOND. . . : 0 s." PROTECT OPENINGS?---------- TYPE OF CONST. :5N . . . . 0 sf N: S: E: W: OCCUPANCY GRP. :A3 TOTAL-------: 5500 sf ROOF CONST:SFIRE RET? : OCCUPANCY LOADt 289 BASEMENT. : 0 sf AREA SEP. RATED:2HR STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT'? : MEZZ?: REQD SETBACKS-------- REDUIRED-------------------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:N HNDICP ACC:Y BEDRMS: 0 BATHS: 0 IMP SURFACE: 7494 PRO CORR:Y PARKING: 0 VALUE. $ : 450000 Remarks : 5, 500 sy. ft. assembly hall addition. with 2 hr sep wall Owner,: - ----------------------------------------------------- FFF_S CHRIST TETE KING LUTHERAN type amount by date recpt 11.305 SW BULL MOUNTAIN ROAD PLCK t 850. 20 B 08/11/95 95-269186 FIRE f 523. 20 B 08/11/95 95-26918E, TIGARD OR 972211 SWM f 300. 00 B 11/07/95 95-272606 Phone #: 226-6950 SWM $ 540. 00 S 11/07/95 95-27260P PRMT $ 1308. 00 R 11/07/95 95-27260E Contractor: -------------------------------5PCT ; 65. 40 S 11/07/95 95-272606 M STEARNS CONSTRUCTION CO. EROS s 100. 00 B 11/07/95 95-27260A 8030 NE CLACKAMAS ST EROS $ 136. 00 B 11/07/95 95-27,'606 Additional fees not shown here. . . . . . . . . PORTLAND OR 97213 --------------------_-_-------------- Phone Me 256-5502 $ 3911. 20 TOTAL Reg M. . t 44616 ------- REQUIRED INSPECTIONS This permit is Issued subiect to the regulations contained in the Food/Found Insp Smoke detector i Tigard Municipal Code, State of Ore. 5aeclalty Codes and all other Fool:/FOund Insp Misc. Inspection applicable laws. All work will be done in accordance with Reinf bteel Insp Final Inspection approved plans. This permit will expire if work is not started S 1 etb Insp within 188 days of issuance, or 1f work is susperded for @ore Framing Insp than 180 days. Inst-1lation Insp --�� Shear Wall Insp Firewall Insp _ ` Permittee Signati.tre: t` ` SusBoard pCeiingnInsp r Engineered gradi _ ' t e d B Y L• 4�8��_�'� Fire A1arm Insp Call for inspection — 639-4175 czWr7u f'fJNAIECT l nW PERMIT CITY OF T I GARD DATEI ISSUED: . 1 1/f�ISbl'R395-I�Vic' COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)939-4171 PARCEL: LCI 1 10AC-01 700 .)ITL ADDRESS. . . . 11305 SW BUI...I_ NICJUNTAIN RD SUBDIVISION. . . . : ZONING: C--G r+L..00K. . . . . . . . . . . LOT. . . . . . . . . . . . . . --------------------------------------------------------------------- TENANT NAME. . . . . :CHRIST THE KING LUTHERAN CHURL IDSA NO. . . . . . . . . . : FIXTURE UNITS. . . : 56 .LASS OF WORE;. . . :ADD DWF71_1_.I NG IJN I TS. . 4 TYF'E OF USE:. . . . . :REL. NO. Of' BUILDINGS: 0 T NSTALL TYRE. . . . :I_TrD SWR 1.11 ERV SURFACE- 0 s f kpmar-ks : 5, 500 sq. ft. assembly hall addition. ;Jwner : _.___---•-----..__._._.__..___.__-----____.____._._--- ------________-- FEES .HRIS-f THE KING LUTHERAN type amw_Int by date r-ecpt 11 -1105 SW PULL MOUNTAIN ROAD M I SC 4 8800. 00 B 11/07/95 95-27260i, INSF 6 45. 00 B 11 /07/95 95 27C`60f' 1GARD OR 97224 [hone #: 226--6950 C:ontr^ac:torr: :ONTRACTOR NOT ON FILE � hone #: $ 8845. 00 TOTAL. Req #. . . RE UUIRED INESPECTIONS 'his Anplicant agrees to comply with all the rules and regulations Sewer• Inspection f the Unified Sewage Agency. The permit expires 180 days from -he date issued. The total MUM paid will be forfeited if the nereit expires. The Agency does not guarantee the accuracv of the — zide sewer laterals. If the sewer is not located at the measurement Oven, the installer shall prospect 3 feet in all directions from - !he distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will Inst11 lateral. et,m i t t e e S i q n a t 1.n,N ' Call for inspection - 639-4175 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. 11>t ,'"" r- Tigard, OR 97223 `6 h (503) 639-4171 Jobsite Address: 1 [�3l'S .,rL � � Vi Office Use Only Tenant: `�,sUcl VC�7 Planck/Rec # '`- Valuation: Permit# LIAR f- P 3 3 1 Owner: Map & TL # 261 (100 Address: A rovais '2eguired Planning — Phone: Engineering _ Other Contractor: !� �y►� Tress: Type of const: V t' C� Occupancy class: Phone: _ �" Sprinklered? Yes No Contractor's License # ` I "' �� _ (attach copy of current Oregon icense) Sq. ft. of project: 4;SL:b S Contact name & phone: Story (1st. 2nd, etc.) ) __ Proposed use: Arch itect/Enginser:!D a (I OL-x h (VeleiiZ Previous use: Address: 1 --�-� �. �� Note Plumbing & mechanical plans �-t Cgtl must be submitted at time of building permit application. Phone. i'YX JC8 DESCRIPTION: fh4c� tf �'7 Al:$licant ignat Phone nu er Received b gate Received: �:} I Permit M Account Description Amount Amt. Pd. Bai.'Oua ai1 4 � Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) b 5` Y—o— i Bldg: Plumb: Mech: Plan Check (PLANCK) .�........ • Bldg: Plumb: Mech: Sewer Connection (SWUSA Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) ��' f"► �r U►�{� Commercial TIF (TIF-C) Industrial TIF (TIF-1) (' Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Duality (WQUAL) C.� _ � _ ✓� Water Quantity (WQUANT) 0 Fire Life Safety (FLS) 51 "22U /oO t> d Erosion Cntrl Permit (ERPRMT) � 3 d Erosion Planck,,USA (ERPLAN) Erosion Planck.COT (EROSN) TOTALS: Ztcq rxr 1 1,3`62 DATE: q PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE �� '�vy TRAFFIC IMPACT FEE ".rPUCANT- WORKSHEET ��' I' ° Aka v*N (' MAIUNG ADDRESS: TOR NON-.SINGLE FAMIC.Y USES) I I S CJTY/ZIP/P ONE: RATE PER I i A O K -LANDR TRIP TAX MAP NO.: RESIDENTIAL $t'. oo I z S 1 l u AC - I 100 BUSINESS AND COMMERCIAL $40-001 SITUS NO.ADDRE�S: OFIFICE E1 IN TRIA 153.00 INSTITUTIONAL $66.00 PAYMENT METHOD: CREDIT INSTITUTIONAL ONI.r. BANCROFT PROMISSORY NOM LAND USE CATEGORY ERIPTION OF USE EXGAY AVQ TRIP IIA WEEKENO AVE TRIP RAT DEFER TO OCCUPANCY %w �`SC BASIS: (_,ire e_ A v E.+4 ;P CALCULATICNS: Cl cvv�b 1N,c t v'���=�= '1'Y 1 P INA 3� K, (t�..I/`c#. L ,�c{C('f v o r" JJ PROJECT TRIP GENMATION: AOOITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY. ROAD AMT.: TRANSIT AMT.; taREPAAED Br, f( CC: WASHINGTON COUNTY TIF NOTEBOOK form tits 0 CITY OF TIGARD August 11, 1995 OREGON Christ the King Lutheran Church 11305 SW Pacific Hwy. Tigard, OR 97224 TRAFFIC IMPACT FEE FOR CHRIST THE KING LUTHERAN CHURCH Enclosed with this letier 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 $3,880.00. You have two 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 paymew over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). Traffic impact fees are subject to an annual increase of up to 6910 if not paid or financed prior to July 1st 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 August 25, 1995 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- 4171 . Bonnie Mulhearn Development Services Technician TIF ,1P RoWma We �1�5 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-272 -- Ac;-umulative sewer Tally Address: ��jUS ) l l �Al , _ This PLM#: rL M q5�-C d-c'tr 1 Fixture Valtie Previous # Credits Fixtures added At New total #s New total values Capped off #s Baptistry/Font 4 Bath - Tub/Shower 4 Jacuz/Whpl 4 Cuspidor/Water Asp 1 Dishwasher - Commer 4 ) Domest 2 Il Drinking Fountain 1 / Floor Drain - 2 inch 2 U i 3 inch 5 4 inch 6 Garbage Disposal 16 t Dom Ito 14 HP) Comm Ito 5 HP) 32 ) I L I Ind lover 5 HM 48 Oil Sep (Gas Stal 5 I Shower - Gang 1 T �� _ --—-- Stall 2 Sink - Bar 2 • Bradley 5 Commercial 3 Service 3 I '.Hasher, Clothes 6 Water Ext 6 'vVater Closet 6 ` Urinal - 6 LUC TOTALS C y`., r• Total fixture values:vdivided by 16 = R _ CDU L. HISTOR`r' PLM» 6DU» SWR4 EDU# a_'Vtx EDU» SWR# P!M0 EDIJ# SWR# F # S'vVR# I PLM» EDU# SWR# ?L`1.7 EDIJ# SWR# 1 PL.Mx EDIJ# SWR# veCl� b '�' •�.r SEE 35MM ROLL# 22 FOA LARGE DOCUMENT PF_RMIT CI WOF TIGARD DATIE ISSUED: . 11/07/95 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)539-4171 PARCEL: 2S 1 1 0AC--01700 :;TTE ADDRESS. . . : 11305 SW BULL MOUNTAIN RD SUBDIVIS1ON. . . . : ZONING: C-G BLOC:K. . . . . . . . . . .I I LOT. . . . . . . . . . . . . . CLASS OF WORK. . :ADD FLOOR FLJRIV. . . . : iD EVAP COOLERS: 0 TYPE OF USE;. . . . : REL UNIT HEATERS. . : 0 VENT FANS. . . : 1 OCCUPANCY GRP. . :A3 VENTS W/O APDL: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . . : 1 FUEL TYPES ----- --- - - 0-3 HP. . . . : 3 DOMES. I NC I N: 0 : /GPS/ .?,-15 HF'. . . . : 0 COMML. INCIN: 0 MAX INPUT: 0 BTU 15-30 HP. . . . : 0 REPAIR UNITS: 0 F:'1.RE DAMPERS?. . : Y 30--50 HP. . . . : 0 WOODSTOVES. . : 0 GAS PRESSURE. . . : M 50+ HP'. . . . : 0 CLQ DRYERS. . : 0 NO. OF UNITS----------- AIR HANDLING UNITS OTHER UNITS. : 3 FURN ( 100K PTU: 3 (= 10000 cfm : L GAS OUTLETS. : F1. RN ) =100K PTU- 1 > 10000 r_fm: 0 Remarks : 5. 500 sq. ft. assembly hall addition. fawner. ------------------------------------------------------- FEES CHRIST THE KING LUTH'_RAN type amoi.tnt by date r-ecpt 11305 SW BULL MOUNTAIN ROAD PRMT $ 85. 00 P 11/07/95 95-272607 PLCK $ 211. 25 8 11/07/95 95-272607 TIGARD OR 97224 5PCT $ 4. 25 B 11 /07/95 95-272607 Phone #: 2:26-6950 ontrac~tor^: ----.-____-.----_.__-_-__-_--.-.-_- �;UN- A 1 RE SYSTEMS, 1140 PO BOX 231268 TIGARD OR 97281 Phone #- 590-1460 $ 110. 50 TOTAL.. Req #. . : 70034 ------- REQUIRED INSPECTIONS ------- This pereit is issued subiect to the regulations contained in the Gas Line Insp Tigard Municioal Code. State of Ore. Soecialty Codes ane i'.) other Mechanical Insp applicable laws. All work will be done in accordance with Heatinq Unt Insp ____— __•_._ aooroved plans. This pereit will expire if work is not started Cooling Unt Insp within 180 days of issuance, or if work is suspended for more Shaft Inspection than 180 days. Hood Inspection Fire Suppr Insp Duct Inspection �\ Misr_. Inspection lermittee Signature : . -�X-ti. _ Final Inspection s s Call for inspection - 639--4175 City•of Tigard MECHANICAL PPRMIT Planck/Rec. # 13125 sw Hall Blvd. APPLICATION '' Permit # ['1F_C 15-02-VO Tigard, OR 97223 (503) 639-4171 1 ! , scnptun Table 3A Mechanical Code QTY PRICE AMT w Job !I 1) Permit Fee -0- -0- 10.00 Address " 2) Supplemental Permit 3,00 "— Furnace to 1RRTSTU-� r Z,yyT� 1) incl. ducts &vents 6,00 - Furnace 100,000 13TU1 Owner 2) incl. ducts &vents 7.50 Floor F'umance 3) incl. vent 6,00 Suspenaed heater. wall seater 4) or floor mounted heater 6.00 Occupant w Vent not ina. in 5) appliance permit 3.00 yRepair of heating, re 6) cooling, absorption unit 6.00 of r or comp, heat pump, air EoFT -11, ( r 7) to 3 HP; absorp unit to 100K BTU 6.00 Boiler or comp, heat pump, air cor 8) 3-15 HP. absorp unit to 500K BTU 11.00 COntfaCiOf i r or comp heat pump, air cor ( 9) 15-30 HP; absorp unit 5-1 mil BTU 15.00 or r or comp, heat pump, air cond. 10) 30-50 HP; absorp unit 1-1.75 mil BTU 7.2 50 hereby a nrnr ge that I have read this app tion, at die goi r or comp, Feat pump, air con . information given is correct, that I am the owner or authorized 11) > 50 HP; absorp unit 1 75 mil BTU 37.50 agent of the owner, that plans submitted are in compliance with Air hawfling unit to T State laws, that I sm registered with the Construction Contractor's 12) 10,000 CFM I 450 Board, that the number given is correct. (If exempt from State -- Air handling unit registration, please give reason below.) 13) 10,000 CTM + 7.50 on porta 14) evaporate cooler 4- 15) 15) to a single dud 3.00 Ventilation system not 16) included in appliance permit 4 50 Hood served y 17) mechanical exhaust 450 esrn a ww7c- new 0 addition 0 all.efal -77- repair (T Commemial or industfial to be done residential Q non-residential Q 18) type incinerator 30 00 xisting use o — tier i:e, woodslove, water building or property !— 19) heater, solar, clothes dryers, etc. (1 4.50 ` Proposed use of 20) Gas piping one to four outlets 2 00 building or property 21) More than 4-per outlet (each) Z.00 Tvpe of fuel -oil 0natural gas Q LPG (-) electric Q Minimum Fee $25.00 SUBTOTAL 5 PERMITS BECOME.: VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WrP;�N 180 D/1YS, OR 5%SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 LAYS AT ANY TIME PLAN REVIEW 25% OF SUBTOTAL AFTER WORK IS COMMENCED TOTAL /�[, r 1al Conditions ��— — -- Date issued -----by — ---- - PLUMBING PERMIT #. . . . . . CITY CSF TIGARD DATE TISSUED: . 11/03/95 COMMLNITY DEVELOPMENT DEPARTMENT 1312: SW Hall Blvd. Tigard,Oregon 97223eB199 (503)639-4171 P!)RCEL: 2GIJOAC; 01700 1. 1:.305 SW bi il-, I7:: ;.1j-0-AIN RD :;UBDIVISION. . . . : ZONING: C--G )�I-Ocljl. . . . . . . . . . : LOT'. . . . . . . . . . . . . .— i A-ASS OF WORK. . -ADD GARBAGE DISPOSALS. I MOBTIJ-. 1--IOME SPACES. : 0 TYPE OF USE. . . . BREL WASHING MACH. . . . . . : I BACKFLOW PREVNTPS. . : I OCCUPANCY GRP. . 9 A2. I FLOOR DRAINS. . . . . . 2 TRAPS. . . . . .. . . . . . . . . : 0 I(JRIES. . . . . . . . s 0 WATER HEATERS. . . . . s 2 CATCH BASINS. . . . . . . : 0 F I X LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . . . 4 URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . . 1 1 nVATORIES. . . . . : I OTHER FIXTURES. . . . : 7 TUB/SHOWERS. . . . : 0 SEWER LINE (ft ) . . . s 0 WATER CLOSETS. . : I W A TF R I INE (ft) . . . : .300 I)TSHWASHERS. . . . - I RAIN DRAIN (ft ) . . . ! 300 Remarks : 75, 500 sq. ft. assembly hall addition. Owner: FEES --------------- CHRIST THE KING LUTHERAN type amol.tnt by date recpt 11305 SW BULL MOUNTPTN ROAD PRMT $ 333. 00 JD 11/03/95 95-27L485 PLCK $ f3:3. 05 JD 11/03/95 95--272485 TIGARD OR 97824 5PCT $ 16. 65 JD 11/03/95 95-272485 Phone #: 226-6950 Contractoril ASSOCIATED PLUMBING COMPANY PO BOX 301362 PORTLAND OR 9*7230-9362 I-"hone #: 2156 - 1685 9 432. 90 TOTAL Reg #. . : 57690 REQUIRED INSPECTIONS This persit is issued sub,iect to the regulations contained in the Sewer Inspection Tigard Nuflicioal Code, Etatp of Ore. Specialty Codes and all other Water Line Insp applicable laws. All worl, will be done in accordance with PIL.M/Underf I oor approved clans. This oervit will expire if work is rot started Top-aut Insp within IN days of issuance, or if work is susoended for vore Storm Drain Insp than 18b days. Rain Drain Insp Misr. Inspection Drinkinq Fountai /// 0;;� RP/Sackflow Prey 11 .,I-mittee siqati-tr-o - Final Inspection Bv . Call for inspection - 639-4175 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # _ 13125 SW Hall Blvd. Permit # 5-cutJU Tigard, OR 97223 (503) 039-417' MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE New Single Family Residencbs Q 1 /� C31 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 Job G� S— �r L�- G ❑ 3 BATH HCUSE$225.00 Address ugKvN. zb Fee includes all plumbing fixtures in the dwelling and the first 100 feet �' _2 2 1 of water service, sanitary sewer and storm sower. See fees below. N+ "'" °'a'"•'•' FIXTURES QTY PRICE AMT Sink 9.00 Muftg Ad&— Lavatory 9.00 Owner Tub or Tub/Shower Comb. 9.00 cn si.. Shower Only —_-- 9,00 Water Closet 9.00 "'"•'°'"•m•°'°uini•• Dishwasher 9.00 5 ? Garbage Disposal 9.00 Occupant M•A,a A,, ph. Washing Machine 9.00 47 Floor Drain 9.00 ^�'•'• Sip Water Heater 9.00 Laundry Room Tray 9.00 "'"• , Urinal 900 Other Fixtures (Specify)6. �, _ 9.00 .1�p A"— 9.00 tnm. ' Contractor M S c ( 16 j1 9.00 / tc 9.00 Sewer 1st 100' 30A0 C" &• '•'N. Sewer-ea. Addit. 100' 25,00 I Water Service 1st 100' 3000 1 hereby acknowledge that I have read this application, that the Water Service ea. Addit. 200' 25.00 information given is correct, that I am the owner or authorized agent of he owner, that plans submitted are in compliance with State laws, that Storm &Rain Drain 1st 100' 30.00 C� I am registered with the Construction Contractor's Board, that the Story &Rain Drain Add;t. 100' 2500 _56 number given is cc•rect (If exempt from State registration, please give reason below) Mobile Home Space 25.00 Back Flow Prevention Device or Anti-Pollution Device 9.00 Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new U addition Q alteration v repair Q Catch Basin 9.00 to be done residential O non-residential (D Insp. of Ex-st. Plumbing 4000.hr Specially Requested Inspections 40 001hr Existing use of Rain Drain, single family dwelling 3000 budding or property _ —_ -_ _ Residential backflow prevention devices 1500 Proposed use of L oudding or property '(Except residential backflow _ prevention devices) NOTICE *Minimum Fee $25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION ✓ 7 AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5`/e SURCHARGE ((P,(0 J -•/ CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED I FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS —5�! COMMENCED PLAN REVIEW 25°'- OF SUBTOTAL TOTAL Soeaai Cenditions ` Date issued by Y r l rO a Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # �S 7.Aj Permit # r"ir9�; vsis Phone (503) 639-4171 Date Issued to- -3,n- 15 _ CITY OF TIGARD FAX (503) 684-7297 Issued by �!��Pr 5-,h,,,,�t TDD No (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development Christ the King Lutheran Cftrcli Number of Inspections per permit allowed Address 11305 SW Bull Mountain Rd Service included Items Cost(ea) Sum City/State/Zip Tigard, Or 97224 _ 4a. Residential- per unit 4 1000 aq It or less $11000 Name (or name of business) JA".-il Each additional 500 aq It m r I ��•• portion thered $2�00 Commercial Liu Residential❑ Limited Energy $2500 Each Manul-d Home at Modular 2 (aaellmg Service or Feeder y- W 00 2a. Contractor installation only: 4b.Services or Feeders nstallotion,alteration,or relocation 2 Electrical Contractor Rura1_Ele"ric . Inc. 200 amps or less _ $1000 Ian-nn 2 Address __�LZ �g Elam oln �rkwa #Aq U 201 Amps to 400 amps $8000 2 y y 401 amps to 000 amps $12000 2 City_H i 1 1 ti ho r;2_ State OR Zip q'7 1 2 4 601 amps to 1000 amps �— $18000 1 un_nn 2 Phone No 648-6696 _ over 1000 amps or volts $34000 2 Contractor's License No. 34-82C Re connect only $5000 Contractor's Board Reg. No. 47478 4c. Temporary Services or Feeders ,� Irntallation alteration or relocation 7 Signature of Supr. Elec'n (,4 j 4 200 amps or less $50 00 License No. 4062—S Phone No. 648-6696 201 amps to 600 amps 10000 _ --- sol amps 10 s00 amps $ oo 00 ()Var 600 amps 10 1000 volts 2b. For owner installations. Sae•h-Ahove 4d. Branch Circuits Print Owners Name _ New,alteration or extension per panel Address a)The lea for branch ceculs with City State Zip pumhare of"i-vice or Areder Are. Each branch circuit —'Ir` 55 00 1,nn_lin Phone N0. b)The loo lot branch circuits without e installation is being made on property I own which is purchase of"rvke or As.der Are. First of intended for sale, lease or rent. mddAiiddi pram $3500 Each onal branch arced $1,00 Owner's Signature 4e. Miscellaneous (Service or feeder not included) 3. Plan Review section (it required): Each primp cr irrigation arrle -- $40 oo ( ]ons t0 follow Fach sign or outline lighting $4000 ^ Signal rimud(s)or a limited energy Please check appropriate item and enter fee in section 58. pAneF Alteration or extension I _ f4000 _an_nn_ 4 or more residential units in one structure Minor I ahals(10) $1 '0 00 _Service and feeder 225 amps or more System over 600 volts nominal 4f. Each ad4itioeal inspection over Classified area or structure containing special occupancy the allowable in any of the above as described in N E C Chapter 5 in I'la�i $5500 Submit 2 sets of plane with application where any of the above – Ill Not required for temporary construction services S. Fees: NOTICE So. Enter total of above fees $ 380.00 5%Surcharge(05 X total fees) $ 29 nn PERMITS BECOME VOID IF WORK OR CONSTRUCTION stthtote/ $ _ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5b. Enter 25%of line A fnr CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sec 3) $• 145-00 I! A PEr''OD OF 180 DAYS AT ANY TIME AF1 ER WORK IS Subtotal $ COMMENCED El Trust Account IM $ Balance Due S 754.00 woel�conywWpm Kru CITYOF TIGARD SITE WORK ✓ PERMIT miirlmmo COMMUNITY DEVELOPMENT DEPARTMENT 0mleft PM IT #. . . . . . . : 131259 W FWD 13W. P.O.Box 23397,Tip W,Oregon 97 (SM)6394176 C—,7 )t L) SITE ADDRESS. . . : 11305 SW BULL MT RD PARCEL: SUBDIVISION. . . . : ZONING: C--C, SLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . IYPE OF' WORK iADD PAVING?. . . . . . . . . :Y RESO. NO. i EXCV VOLUME. : Cy GRADING?. . . . . . . . :Y VALUE. . . $ : 20000 ►- JLL VOLUME. - Cy LANDSCAPING?. . . . :Y ENG 1` 1 L.L?. . . . . . :1\1 SITE PREP'). . . . . . ..Y SUILS RPT REQD?2N STORM DRAINS?. . . !Y IMPERV SURF*At.E. . ;2'3760 =-1, Remar-i(t, : (Idd to oar,king lot and dr-iveway. improve stor,m drains, lands(-ape. Owner FEES cmiis"r THE KING LUTHERAN type amolmit by date t,ec:Dt CHURCH sc:D�d $ 16C-110. 00 JH 017/30/9211 11305 SW BULL MTN RD PRMT $ 140. 50 JH 07/30/92 TJ "RD OR 97224 PILCK $ -31. .x-3 JL-H 06/P-9/92 i c'FiyU t-,a n e # 5PCT $ 7. 03 JH 07/30/92 — corltr-acto)-: CONSTRUCT TON COMPANY 3,33 G. STATE �.-JREET, SIJITE IJ-194 ,-.AKU,*. OSWEGO OR 97034 -,honv #r P22-4047 1858. A6 TOTAL. Reg 53853 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Eros i an Contra Tigard Municipal Code, State of Ore. Specialty Lodes and all other Gr,ad i n q Insp applicable laws. All work will be done In accordance with Pavinq Insp approved plans. This permit will expire if work is not started Str-m Lb-ain Insip within 188 day! of issuance, or if work is suspended for more F• final Inspection than Iff dm. Permittee Signal fly , Call for- inspect ion 639-4175