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16285 SW 85TH AVENUE-1 FlI TYI-ICA,. ALL, G086ET8 THIS TRUSS I UNLE86 OTHERW!8E NL TED. zo b Z 6 b Z b Z 'o I �a 4 1 TRI-56 1,41 ELEVATION S Y1405 aA 1/2881'-0' w Q • C] IOz i TYP:CAL AL-L GU68ET8 T14I8 6 6 %f b �'J TR,1" UsL.ESS OTHERWISE NOTED, I 2 _ .\ � Zi r s, 03 -0 AI -66 6 C. (� n� I b z 1! I N r2"'\\ TRUSS 18' ELEVATION � {.?� '' N Y1405AA 1/2'•r-0° o 04 ` a Z ww Jw ui `6 TYPICAL ALL GUSSETS THIS TRU88 UNLESS � Z _j Z 2 2 OTHERWIF E NOTED. 2 S --�2 --- - - - - 2 2 - - --= ---� __ _ _ _ -- — o Z U ol I / i LLJ ---C - - - -- _ ---- --- -- -_ v b b 6 b Z LJ O 2 y. 2 J b TO b w 3 TRUSS 'rl ELEVATION M r� S, Y1405AA 112401'-D' b n TYPICAL ALL GUSSETS THIS TRU85 UNLE68 6 OTHERWISE NOTED. � O 19115ER OF X16 x I 1/4' BUGLE HEAD SCREWS EA. SIDE. Fil 10' x 9' GUSSET -- ___- -------- -- - -- 10' x 8' GUBSE i 6 O CZ Z 6 2 6 ❑3 6' x 6' GUSSET ` a '1' x ID' GU98ET .� r4""\ TRU,68 'D' ELEVATION 51 Y14AA 112'•1'-0'`� W tu TYPICAL ALL G J88ET8 THIS TRU68 b NOTESs _ 1 Z 1 Z 1 Z UNLESS OTHERWISE NOTED b Z 1. !FREMOVE AND REPLACES AFTER ATT ACWING 1 � v — -- -- --- - -- -- - - -- GUSSET TO BACK SIDE.. � J ---- -- -�' - - - — - - - -` 2. IF GLUED AND OTAPLED, LEAVE IN PLACE AND ADD------� - - - 3. NEW GU68ETLATEO TO DE 1/2`DORIENTED / STRAND ISO. • 4. rsL.UE TO 3M-5230 faDHE81VE FULL CONTACT. 1 DATE -- —�— ---- — - -- — ——- — — - --- -- —_._._ _— _.------- - 8-8 2 2 1 1 2 6 112 = 1 -0 1409 b , 6 U b - - -- b F3Cf= RM 5 TRUSS 'E' :L E` AT I ON -�E T—No -- ---- S 1 SW 85TH AVENUE "14043AA OF I. 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N.,30 el-,�%-Mrx— i `ii,luuui ' W lu : luiiim� 91 II ocroe�a 2 n � I I III,,, III, litillilT I'II AVENUE i INSPECTION NOTICE City of Tigard Building Department I 13125 SU Ball Bl.rd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspections — Footing Plbg. Undersl.ab Mech. Rough-in Appr/Sdwlk ' Found. Plbg. Top Out Gas Line FINALS Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam llech. Rain Drain Insulation -Plumb. Plog. Underfloor Water Line _y C Gyp. Bd. -Hoch. Date Requested: ✓� �/ =t�`___ _Time: — = _PH Address: S �� !G rmit 1: Builder• L� ._ � � THE FOLLOWING CORRECTIONS ARE REQUIRED: tnspecturs_ --�.�- -._-- Date. _--� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building DepartmOnt 13125 SN Ball Blvd. Tigard, Oregon 97223` Inspection Line (Rec-o--Phone: 639-4175 Business Phone-639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- post/Beam Struct. San. Sewer �F� naming \ -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor WaterLine Gyp. Bd. -Koch. Date Requestedd : ___Ti.: PM `G Adress• Builder: Z ^ ��` THE FOLLOWING CORRECTIONS ARE REQUIRED: i : lnspecto _ Data --- APPROVED 11ISAPPROVF.11 APPROVED SUBJECT TO ABOVE �a11 For Reinap. C!TMOFTIGARDcrryOFT16AIM MECHANICAL COMMUNRY DEVELOPMENT DEPARTMENT MOM FERMI T_ 0 1 r7 r_ER1y11 ,r #. . . . . . . Z_ 13126 SW Hidl 86A. P.O.Box 23397,TOW,Oragan 9W 7 (603)03"175 6.313-41'?I DATE :SjSLJED: 04/22/91 _,1'iE ADDRESS. . . : 16285 SW 85TH AVE PARCEL: 2SI14A) --0: 100 J_UBDIVISTON. . . . : ZONING: LALOUK. . . . . . . . . . : LOT. . . . . . . . . . . . . �_ILASS OF WORK. . :ALT FLOOR FURN. . . . EVAP COOLERS: TYPE OF USE. . . . : IND UNIT HEATERS. . : VENT FANS. . . : OCCUV.,ANCY GRP. . :B2 VENTS W/O APDL: VENT SYSTEMS:3 -'_1 TO R I E S : 1 BOILERS/COMPRESSORS HOODS. . . . . . . : 'UEL rYPES-----—— 0-3 HP. DOMES. INCIN: :s--15 HP. COMML. INCIN: MOX INPUT-. LITU 15-30 HP. . . . : REPAIR UNITS: F7IRE DAMPE9S?. . :N 3LA-50 HP. . . . : WOODSTOVES. . -, ('41S PRESSURE. . . : 50+ HP. . - - : CLO DRYERS. . : INIO. OF UNITS--- ----__ PIR HANDLING UNITS OTHER UNITS. .- I -URN ( 100K BTU: <= 10000 c f m: GAS OUTLETS. : )--URN ) =IOQ)K BTU: 10000 cfin: Remar,l(s : Install 3 dL,St ccillection systems in woodwor-l(ing plant. FEES INCOME PROPERTY MANAGEMENT type amoltnt by date recpt I SW WASHINGTON STREET PPMT $ 8. 00 JLH 04/29/91 PLCK $ 7. 00 JLH 04/29/91 2SPOT $ 1. 412) J L.1-1 0 4 9 1 URTLAND OR 97205 ,one #: 23-63L7 Lantr,actor: ._QN1NALTOR NOT ON FILE one 0. $ 36. 40 T(ITAL -------- REQUIRED INSPECTIONS -his pervit is i%sqqa subject to the regulations contained in the Mechanical Irlsp Tigard Municipal Code, State of Ore. jpecialty Codes and all other Dtjct inspection apclicablt laws. Ali work will be dome i,- accordarce with Final Inspection approved clans. This pertit will expire if work is not started 01&ln Igo days of issuance, or if work is susDended for more ,�an 181 days. i t t;q e i 11 nat I.o.,e C:all, for- inspection 639--4175 r - FAD - RE CE I F'1 C.1F F'�IYME:N1 RECEIPT NO. I L J.7 Y OF 1 1 GA CHE=CK nMOUNT � 36. 40 r .,AqpA AMOUNT 0. 00 ` NAME GAF215 WOODWORKING F''AYMEN'T DATE : 04/22/91 AT)DRE'SS, 1(1&'85 SAJ 85TH SURD 1 V IS I ON s ` 1"1GARD, UR 972'3- 1 p'I.JRpOSF OF PAYMENT AmnLIN"T' V"All.) PURPOESE OF PAYME<N"( AMOUNT PAID _ ..__ _ _._ 7. 00 ;..,H. �� FLAN C.:HFC F� F=E { MF.-.1r. F-IAN 1 CAL_ FSE ME=C90--01�C 1 . 40 BUILD PER I TOT OL. gMpUNT PAID -> 36. 40 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 47076• (503) 526-2469• FAX 526-2538 41 .. • I-- November 26, 1990 Jeff Michell Fireguard Sprinkler Systems, Inc. P.O. Box 20565 Portland, Oregon 97220 Re: Graphic Expressions 16285 S.W. 85th Tigard, Oregon 97224 62898-003-010 Dear Jeff: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans submitted for sprinkler system alteration for the above captioned project are conditionally approved subject to the following items: 1 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and .fire inspectors for reference during required construction inspections. UBC Sec. 303 2 . ReQgLtred Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occtapancy or other written instrument of approval must be obtained .from the building department issuing the construction permit . UBC Sec. 307 -worklns"Smoke Detectors Save lives Jeff Michell November 26, 1990 Page 2 if I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department �. 1 CITYOF TIIFAISD OREGON July 17, 1990 Richard Garin Garin Woodworking 6343 SW 175th Place Aloha, OR 97007 Project: Woodworking Shop, SUP90-0206 16285 SW 85th Avenue, C-402 Dear Mr. Garis: The plane for this project were reviewed for conformity with applicable codes, and are approved. You may get the permits for the project at your convenience. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, %Jim Ja �. Plans Examiner FAX (503)684-7297 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- TUALATIN VALLEY FIRE & RESCUE AND BEAVERTC+'N FIRE. DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469 • FAX 526-2538 July 12, 1990 Garis Woodworking 6343 S.W. 175th P1 . Aloha, Oregon 97007 Re: Gari.s Woodworking 16285 S.W. 85th P1 . , C-402 Durham Hall Business Center Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fi-e and Life Safety code (UMC) , Uniform Fire Code (UFC') , and other local ordinances and regulations . Plans are conditionally approved and subject to compliance with the following items . 1. Fire Extinguisher Requirements: Not less than one ( 1) approved fire extinguisher(s) with rating of not less than 2A10B:C shall be provided for each 1, 500 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. 2 . Approved Plans on Job Site: Gne set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire .inspectors for reference during required construction inspections . UBC Sec . 303 i 3 . Regi;irc,d_Occupancy _Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec . 307 "Workfns"Smoke Detectors Save Lives Garis Woodworking July 12, 1990 Page 2 If I can be of any further assistance to you, please feel free to contact me at 526-2517 . Sincerely, (9D Jer enro Deputy Fire Marshal JRskw cc: Tigard Building Department " Income Property Management Approved........... CITY OF TIGARD .................................................. Condillonally Approved......................................... For only the-ork r—deanribod In: PFRMIT NO See IP!,orto:Folinw....................._ ...................( J: GARIS VOODVORKING DUST CULAECTOM SPECirtcATtoNs Attach................................ .. ...........[ J: DURHAM-HALL BUSINESS CENTER A. Ilea F F.N. BUILDING C-402 0 1803 C F M JobAdd,oS9: J — � SHOP FLOOR PLAN C, 1250 C r n _ By: � ..__Dt3te:.�(,1,�(,Z 6-27-90 — bsa, + —1eo --�---I 1w RANDSAV e' JOINTER 31P DUST COLLECTdt LLI� 1--11100/1WIPH 8r u0/13A/IPM 22011WIPH 20 PLATER SHAPER 3HPfet0i1NA/IPH MP,P!0/13A/ PM EP-90 EOGERANDER tw STROKE SANDER 220.150A:3PH 290/I2A/IPH EHP rDfE SANDER ![D/13MIPM It' JOINTER/►LANER k 110/15A/IPH RADIAL SAV RNP OUST C LCCTOR I10/ROA/IPH RRO/I]A/IP 3 PANEL SAV 2w DUST COLLECTOR I __ C O Ha HaCUAIIPH I__—� —c L �&—� — . NALATIN VALLEY FIRE OWL APPROVED. . . . . . . . . . . . . . CONDITIONALLY APPROVED. . . . . . . APpqOVAL OF I M1B$ICA9 C% C)FR919N'TANAPPPOVAI.OF C A C IED L O 1;!1(AMIN ■ (:ITY OF TIGARD MECHANICAL PERMIT Receipt d �° ^ �L'13125 SW HALL BLVD. Permit# P. O. BOX 23397 Description T I GARD, OR 97223 Table 3A Mechanical Code CITY PRICE AMT (503)639-4175 1) Permit Fee -0- -0- 10.00 Name of Development 2) Supplemental Permit 3.00 �). 4'vr4' 4 �5�� c r_�trss CEtirc2 --- +� / 11 Furnace to 100,000 BTU Job Address 6.00 Z�S S"-) incl.ducts&vents Address %(; Furnace 100,000 BTU 7.50 TAX Lot T/�j A,C�, ��No. �17Z e. _ 2 incl.ducts&vents tat Block Subdivision Name(or name or business) 3) Floor Furnace 600 incl.vent Malty Addross � 4) Suspended heater,wall heater 6 Owner �� -s,Ar (,t•/iq Sf//llc/�?�il/ 22-3 -(-E7 or floor mounted heater city/slate zip 5) Vent not incl.in 300 _ � appliance permit Name(or name of businese) 6) Repair of heating,refr ig., 600 cooling,absorption unit 7) Mailing redress Prone Boiler or comp to 3 HP 6.00 Occupant `" i k absorp.unit to 100,000 BTU 635/3 5 Cayrstate Z;p 8) Boiler or comp to 3 HP-15 HP 11.00 absorp.unit to 500,000 BTU Name )l O� J-09 700 9 Boiler or comp 15-30 HP 15.00 absorp.unit 112-1 million Mailing Address Phone 10) Boiler or comp to 30-50 HP 22.50 absorp.unit 1 -1.7..million Contractor clty�slate Zip t 1) Boiler or comp to 50 HP 31.50 absorp.unit 1,750,000 BTU State Negistraticm No city Bus Tax No 12) Air handling unit to 4.50 10,000 CFM Air handling unit 7.50 owner,I twfeby acknowledge that I have read this application that the information given is 13) it handling f --- "o"d that I am the owner or authorized agent of the that plans submitter)are m — -olrllance with 91ate taws,that 1 am registered with the Slate Builders'Board.that the 14) Non portable 4.50 .mntx! grven is carred.ill exempt from State regislralKxi 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 --Hood served by------- 4.50 17) mechanical exhaust e signa;ore(owner a agem) Dale--• - -- --- 19) Domestic type 7.50 Describe work ❑ addition CJ alteration [Irepair I 1 incinerator to be done residential O non-residential C 19) Commercial or industrial 30.00 type incinerator Existing use o1 All L,,,_r/ _ '`�! �ti -�t�• ' ' -- ---- building or properly 20) Other i.e.,woodstove,water / 4.50 heater,solar,clothes dryers,etc. Proposed use of - building or property __° 'IVC-2- -�� d� -- 21) Gas piping one to four outlets 2.00 Type of fuel- oil ❑ natural gas i 1 LPG ❑ electric I 1 -- 22) More than 4-per outlet NOTICE SUB-TOTAL I"HIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- 5%SURCHARGE STRUCTION 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 — - TOTAL WORK IS COMMENCED - Special Conditions Date issued -- Pil►Ir 11PP'ISCATIO� C 13V5 sw. etia. E TYO716AD % . � �`Rte' � PO.g�?33V7 TiporQ Oi'o0��07223 _ (�03]A30.11T1 DATE ISSM MMUNITY DEVELOPMENT DEPARTMENT GrN� I� Ti AQ7 7 23'Tl�►X MAP/ JOB ADDRESS: IAP>D USE: SUB: _--_ VP�ION- F T M IASr ISSUE: _ tom: ;_ni rca FLOW FIAV/ ADcREss: - ,z -- PNONE: 1CIC7R F= DEPT NAME: fit: ADDRESS T'1'EMS F3m: _ FIIP MTE' BUS TAX: gJUDEFLS B _.----- 4MLCW-ATICNS: TRUSS DEDULS: — — 1�FtC3i_ NAME: Aro ` : — moi: � �7NIRACT3F5- AMJ(= A DUff PD. BAL. () ACCT DE �ION � - ,'i 7 MTr Builth Permit Fees10-432 00 _ — ---- r�l 10-43100 Plumbing Permit Few ,-,_s.� ------- �t, > ].0-431 01 Mechanical Permit Fees 10-230 01 stage Building T3X %) �- r,,jildi.rg _---- `-- Plumbing 10-433 00 PIAM Check Fee Building ,P`lumbing ---------r' CIE• �\ s 3C]n __--- o--202 a� �Z --- ._____-- ----- 30-444 00 Sewer I�.t�an (SDC) 51-44II 00 Street S�t� Ue�/ 52-449 00 Parks � "S° D� Ow (PDC) SSDC) 31-450 00 S-trn-m 'Tca ins Sy-,t Dev C" ( 10-230 06 Firm jUrAL Fir ' APPI.ICWr I Received BY: — _ — ef/3587P.WPF _ VAN DOMELEN /LOOfJENGA/McGARRIGLE/KNAUF Consulting Engineers 3933 SW KELLY AVE./ PCRTLANO, OREGON 97201-4393 / (503) 222-4453 PRINCIPALS ALFRED H VAN OOMELF_N OiRK N M LOOiJENGA RUGER W McGARMGLE JAMES E KNAUF December 23 , 1988 Hawk R.A. Gray Construction p. O. box 23516 11445 S. W. Tiedeman Rd. Tigard, Oregon 97223 RE: Durham Business Canter Dear Hawk: I apologize for the delay in getting you this letter. This letter is to serve as notice that the Timjoist Roof Trusses in the Durham Business Center Building have been reinforced according to the plans prepared by me. As reinfcrced, these trusses are expected to provide a reasonable degree of safety for the support of code stipulated roof loading. It should be noted that the Timjoist product has experienced significant difficulties in other buildings , and that the reinforcing specified and performed is intended to reduce the risk of unexplained structural non-performance by the trusses. Because of the lack of certainty of the structural integrity of the trusses, even as reinfrrced, the trusses should be examined periodically (yearly for the first few years and at longer intervals thereafter) to verify that the unreinforced joints have not separated. If possible, these examinations should be made when there is a snow loading of any magnitude on the roofs. Bes� Regards,, Rog W. MC arrig1e, P.E. Copy to: Business Center Job File for R.A. Gray ►NF �cr, RWMG:kmc L4111J 7160 S� OREGON ,may J ENYN�� r MEMBER i VAN DOMELEN /LOOIJENGA/MCGARRIGLE/KNAUF Consulting Engineers 3933 F;W KELLY AVE./ PORTLANO, OREGON 97201-4393 / (5031 222-4453 F-IINcIPAL5 ALFRED M VON DOMELEN DIRK N M LOOIJENGA ROGER W Mr_GARRIGLE JAMES E KNALIF May 4, 1988 R. A. Gray Construction Co. P. 0. Box 23516 11445 S. W. Tiedeman Rd. Tigard, Oregon 97223 RE: Durham Hall Business Center 16285 S. W. 85th Avenue Building B and C Attention: Hawk I met today with your employee Jeff Hurd, and together we performed an interim examination of the reinforcing for the Timioist roof trusses in buildings B and C. The work appears to be about 90% complete. The reinforcing is proceeding in a workmanlike manner. In some cases , these trusses have loads that are supported by the bottom chords . All of these loads, in excess of fifty pounds per truss , should be removed from the trusses . Where the trusses support overhead garage door track assemblies , the trusses are to be gusseted on each side: of the trusses at each bottom panel point on each side of the load application point, and at the top chord panel point that is located between the two bottom chord panel points that are to be reinforced. Please give me a call when the reinforcing is completed and I will perform a final inspection and issue a letter certifying that thje reinforcing has been completed. Best Rej,,Ep7ds , Roger/W. McG rigle , P.E. Copy to: Brad Roast, �5$� F,Q Building Official City of Tigard �, 7.160 � File No. 7409 OREGON 160 1�� E P. kmc MCGG j J � re�C_" MEMBER VAN DOMELEN /LOOIJENGA/McGARF�IGLE/ KNAUF Consulting Engineers 3933 SW KELLY AVE./ PORTLANO, OREGON 97201-4393 / (503) 222-4463 PRINCIPALS ALFRED M.VAN DOMELENytS�s DIRK N.M. LOOIJENGA f, ROGER W. MCGARRIGLE JAMES E. KNAUF January 13, 1988 Brad Roast City of Tigard Building Department P, o. Box 23397 Tigard , Oregon 97223 RE: Durham Hall Business Park 16285 S. W. 85th Tigard , Oregon Owners: Tigard Street Investments Dear Brad : I have examined some of the trusses at the Durham Hall Business Park and have obtained the original calculations and truss shop drawiligs fr-Om the fabricator . After reviewing the original calculations and shop drawings, we ran Our Own computer analysis modeling the trusses as plain frames and evaluating the resulting ro cross grain tension stresses at the diagonal /=hord splices. Based on our evaluation of the trusses to date, and based on a meeting with a number of other Structural Engineers who have some familiarity with the trusses, we have concluded that a reasonable reinforcing of the truss is as indicated on the enclosed drawings. Where we indicate a reinforced joint , and where there already exists a factory_ installed gusseted Joint we do not intend to do any additional gusseting or reinforcing to that joint . A detailed joint by joint inspection of each truss is still to be performed . This inspection is time consuming , awkward , and necessary . If we find a failed or separated joint in any truss, then that entire truss is to be gusseted . Our experience to date, based on examining other trusses in other buildirgs, indicates that a flawed joint is very difficult to observe. We recommend the use of the low lighting condition with a light source on one side of the truss and ari observer on the other side. When that inspection i5 complete, we will provide yOU with a letter to that effect . Please call if you have any questions. Best Reg ds, Roger Mc rrigle. P.E. ;�C Epp cc : Hawk at R. A. Gray Construction CO . 0 C••E % RWMG: kmc MEMBER A CITY OF 716A RD OREGON December 11, 1987 Tigard Street Investments PO Box 23516 Tigard, OR 97223 Re: Durham Hall Business Park - 16285 SW 85th Avenue Dear Sir(s) : On September 24, 1987, you were notified to have the trusses of your building at the above referenced property examined by a qualified person. As of this date, no reports or f{ndings have been received by this office. If you have not already had the trusses examined, please do so as soon as passible. If the examination has already been completed, a copy of the findings is required by this Department. If you have any questions, please call 639-4171. Your cooperation will be appreciated. Sincerely, Brad Roast Building Official BR:lw/2244D i i 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 �� INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Ticiard, Cregon 97223 Phone. 639-4175 tA Type of Inspection , 7 Date Requested Time A.M. P.M. C- Permit Address Owner Lot Builder The follovving Building Co+-, deficiencies are required to be corrected: 0- /-Z j< ve ZfD Presented to El App ad Inspector lupproved Date CALL FO EINSPECTION I YES 0 No r CITY l TIG.4 RD OREGON rr- ,v'`:.• ,� �' 25 Yeors of Service September 24, 1987 �'^' � ,�• .1 1961-1960 Tigard Street InvestmentF PO Box 23516 Tigard, OR 97223 RF.: Durham Hall Business Park 16285 SW 85th Dear Sir: This department has recently been sin contacted oi sts"the trusses for.Oregon either rfloor iur buildings that were constructed u g roof supports. Several collapses have occurred on roofs utilising these types of trusses -- I re in the most recent on August z cause, of98he failure.y7 in r�is OR, and ntry known. on July 21 , 1987. The exact Records indicate the building at the above-referenced address utilized the 'Timioist" trusses in its construction. While it is not the City's intention to imply the trusses are unsafe, it t>, important to notify you that the trusses should Immediately be examine`it by the 11 I with architPct or engineer who dPst 'ned the building, or wood design. The architect or engineer can consult with the manufacturer by cr+llin�. Donald P. Harper, Wilharp, Inc. , Clackamas, OR, at 656-1668. Please have a copy of the findings forwarded to this office. If you have any questions, please call 639-41/1. Sincerely, --� It r':td R o;A"t �lul l ilnv. 0 f lr i;tl s h/1(1(141) ..W N, 1 t ; ' ! l'11)3I r,N) ,11'1 to I;Iv�i 1 t f+, x . i r r 7 r DATE -- -- - 19 --- 1 BUILDING PERMIT APPLICATION � QED BUILDERPHONE THE UNDEriSIGNED HEREBY APPLIES FOR A PERMIT FOR l Iic:WORK.HERElN INDICA'I OWNER PHONE_..--- OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIt=1CATIONS, LOT NO. zal."L.. 1 1�O JOB ADDRESS 16285 `'w 85th,#I()3 OWNER F A G�'OY-----.-- — `-- — ARCHITECT ENGINEER yarn ! ADDRESS — DESIGNER -- BUILDER __— STRUCTURE _—❑ NEW _�EMODEL ❑ ADDITION_ ❑ REPAIR _ C1 RENEWAL ❑ FIRE DAMAGE f� DEMOLITION —_ -- ❑ RESIDENCE [�OMM ❑ EDUCATIONAL Cl GOV'T ❑ RELIGIOUS ❑ PATIO iA CARS PORT ❑ GARAGE ❑ STORAGE ❑ SLABf i FENCE 5i1 PLAN CHECK BY HEAT B2 LAND USE ZONE `� BLDG.TYPE — _ FIRE ZONE OCCUPANCY Y fJV ].. Subject to I'a r� Decat= aPP — rlrirl�fir"n9 iaar SEWER PERMIT M — t 216 90.BEDROOMS VALUE AREA FLOOR LOAD HEIGHT NO.STORIES — — OCC.LOAD _ LEFT SIDE RIGHT SIDE BUILDING DEPARTMENT SETBACKS FRONT REAR — Permlt X52.50 THIS PERMIT 13 ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCESPLANS AND , AND IT IS HEREBY AGREED THAT THE Plan Check — WORK WILL, ABLE CODES ANDONE IN NCE WITH THEORDINANCES. THE ISSUANCE HIS PERMIT DOES NOTONS AND IN WAIVE 61 .00 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS Subtotal — LICENSE.SEPARATE PERMITS REDUIRED FOR SEWER,PLUMBING AND HEATING. Slate Tax DC- 320 C— pLICAN^ I ` S Total 3 2 0..26 OR QENT PDCO r '1 I B 147 .53 _ � � . �r.,. y Receipt No. h "S —PMO Approved 14 2.7 3 /••," Ate'DRESS 1 DATE INSP. TYPE INSPECTION REMARKS t1,Pc,_.r_mitNo. PLUMBING DATEtractor - - Rough-in —� -- .. — — Fixtur+ ----- — ----- Final ---- — HEATING - - -- Contractor — — Permit No. Gas or Oil ---- -- — Rough-in — — --'— —�— — Final ------ — SEWER —J Final - -- DRIVEWAY — -- Final Storm nrainage -- �� (Rein Drain)Final -- — Sideviia I k Curb 3,Street Final — CERTIFICATE OCCUPANCY BLDG. DEPT.I-'.JA'. TEMPORARY CERTIFICATE OCCUPANCY k -- i � LandscA<iing —�Zc,ing Final — i' 1 )t l INSPECTION NOTICE '° NCity of Tigard Building Department f '! � 'B P.O. Box 23397 d.' Oregon 97223 of�,�� p �e: 639-4175 1 . Typo of Inspection Date Requested._ �?- 1 S —L-- Time__ t/ A.M. —P.M. Address Permit Owner -- - -- — Lot #---- -- Builder— _---- — The follor ing Building Code deficiencies a quir o be Corrected: r c ^in r c� r,yTF 2 -c '� .� Presented to ❑ Approved Inspector —,—..,XDisapproved Disapproved Date --- CALL FOR REINSPECTION 10'YES ❑ NO 1 IN BUILDING PERMIT APPLICATION ___ — —119 0759 BI.JILD DATE-- OWNERPHONE 639-67127 THE UNDERSIGNED HERt..RY APPL IES FOR A PERMIT FORTH E WORK HEREIN INDICATED E OR AS SHOW!AND APPROVED IIJ THE ACCOMPANYING PLANS AND SPECIFICATIONS. I W ER r JO. OBADD—ESS R5th.ctit@ OWNER AP,CHITECT ENGINEER BUILDER P.A. Gray ADDRESS _-_ DESIGNER STRUCTURE_ ❑ NEW [3CREMODEL _❑ ADDITION Ll REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION 17 RES0-ACE [I)COMM ❑ EDUCATIONAL ❑ GOV'T ❑ HELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY - 8_7 LAND USE ZONE �IL-$LDG.TYPE �?`�.-FIRE ZONE_ PLAN CHECK BY ETP HEAT -- Vacarnt at this t.�ime, but new _ renant modification all or approved lana. _ tenant must crAnf,ly w/fire dept. and p an an ng regu .at ons. Subiect to 85 coda.Piumbing permit rotlui.red. Office/wnrohouSO SEWER PERMIT# 33453( ldu) OCC.LOAD FLOOR LOAD _HEIGHT N0.STORIES ? AREA__ 171%.BEDROOMS VALUE BIxS BUILDING DEPARTMENT^ SET BACKS FRONT_- REAR LEFT SIDE RIGHT SIDE Permit 152 50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 99. 13 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 Sub total Gl•0dCENSE .rSEPARATE PERMITS ONTRACTOR AND SUB REQUIRED FORS SEWER,PLCURRENT CITY BUSINESS PLUMBING AND HEATING. State Tax 6. 10 SDC- Total 224'71 — PDC# APPLICANT 011 AGENT By 46.73 Receipt No. -- _ --- PHONE 1 J 7 FS.�)A ADDRESS --- Approved _ _ -_ i i i I 1 " DATE INSP. TYPE INSPECTION EMARKS PLUMBING r DATE E1�=� / Y Contractor ttt'c� j, 1C _7'sr - , - - AL - Permit No. j?(o /'-h`�� Rough-in Fixture - -- Final - - - — - - 14RATINCi Contractor _ - -�----- -J Permit No. Gas or Oil - - -- Rough-in _ — - - -^-- Final --- s6WKR ---- - ^� Final - DRIVEWAY - -` - - -- Final �i Storm Drainage IRaln Drain)Final Sidewalk ___ �,--- ----------..__ - -_- Curb&Street Final .DG.DEPT.FINAL.- R _ TEMPORAY - CERTIFICATE OCCUPAN � CY Final _ CERTIFICATE OCCUPANCY - - Landscaping Zoning sinal { i i , i'��3 •1`. >rt i,"�� `� r ` �{,tf{� �i, - :-.t t!1 ,4!,i', (",.,r.,"ii yy 1 r " .t.ti18;. si<f,tft(tk� x„�isti+ .got N rft•<j ti Sc�iTF /o17 BUILDING PERMIT APPLICATION DATE__ ,19.___ W56 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE cL 9 W7 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT N0. OWNER j`1ii':-Ct :i iat�. JOBADDRESS lfil$'i :ii'i 85th Ayc. ARCHITECT ENGINEER BUILDER P.A. Gray ADDRESS DESIGNER —. :jd2F_ --- STRUCTURE CJ NEW ® REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 12 COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE—P BLDG.TYPE 7)N FIRE ZONE--_PLAN CHECK BY 1 I,P HEAT `kenant modifcritic>n is,lr dist'rtbuitna Wa13.'t3holmn, .311 pfir :tPpr'nunrl r.lati code re-juirer,�ents. Sub- oct to Fire Dist. iPprnwil, _ Tenant: '.-Best U:l.atributing. SEWERPERMIT# OCC.LOAD FLOOR LOAD _HEIGHT NO.STORIES 2 AREA 2 17 FjNO.BEDROOMS VALUE71,71130 BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit _ 152.54) THIS PERMIT IS iSSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 99. 13 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE i'A1 '• 61 .OI) WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax �. 1 f1 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. _ _ SDC-- Total BY CSC 1 93.23 PDC# APPLICANT OR AGENT Receipt No Approved ADDRESS PHONE MAMA DATE INSP. TYPE INSPECTION REMARKS PLUMBING —DATE J _ - —�--- Contractor c L�8 - Permit Nu. �— / Rough-in Fixture -- Final HEATING i Contractor G^ Permit No. (1, 7 9�— -- �(� y HCl 1!`ie,)br Oil '7 --- Final -- -- SEWER _ _.___— --------- Final --- — — ---— —._ DRIVEWAY _—.-- — -- —._ ---- Final Storm Drainage — (Rain Drain)Final -- Sidewalk Curb R Street Final --- --- i Approach _ BLDG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY — ----- Landuapiny Zoning Final 1 E i, t. ..r - _', ..' .,w•..,,M q'M�, t Rp yA r 'F �' �o�t'L'+ry t''6•�p�. � yn+. } �4 t ,r 1. , 0",( AMNgI Jr, MM fii1 , Ini.. '�`....' ' y'LC�-JIB'' .'r-•ti..�,.P' Q��111,�� ^��r111y�n'1 11,1 ,� � `fix, 1,1 ti TICY E OF OCC IFIC� � � CELT CITY OF TIGARD OREGON �i 4858 "�'. df Owner: F. Schefler PennitNo. v .J Add:eas: 16285 SW 85th `cyr; 19 i Building Address: 16285 SW 85th Occupancy: 8-2—._ Laid Use Zone: IP filcig. Typc_5 1 Comments: Tenant modification for "Kovote Machine Shop i %+1 Suite 305 Certificate is hcrcbv given this 25th day of May lg e"— that said building may be occupied and that it compltcs with all +�{; requirements of the Building Code for tete City of Tignrd, ns approved 1 tib' S i by the Tigard City Council. 1 u Tire Dep l Ing InRpcctor ` 14 Auilding Official w rj i Pont Certificate in Conspicuous Place _ bd A�� :fit �.� , �, �� + tpn��` IN ,M�1�0N BU!L_DING PERMIT APPLICATION TIGARD DATE– "A — 19 ''4 - 4 85$ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO ---- OWNER P. Schefler JOBADDRESS 1(;2H5 Sw 85k1t ARCHITECT ENGINEER BUILDER i)"a Gulden ADDRESS DESIGNER STRUCTURE ❑ NEW R1 REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION El RESIDENCE R COMM FJ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY -B=2 LAND USE ZONE T—P BLDG.TYPE SIS FIRE ZONE _PLAN CHECK BY _ hCk HEAT �.@11tYr1��.0'lOCe i':a_clline :il<1uj)�� Stl�te• 'l()'i -- --- SEWER PERMIT 0 Pka „, L�✓� h,..��. ► * !t �= ___ OCC.LOAD FLOOR LOAD ct+!jc. HEIGHT NO.STORIES I -ARE_A 21OU NO.BEDROOMS VALUE 2,UtJlu. BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 32.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED 114 THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Gheck 2 I. 13 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 13.110 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURREN'r CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 1.30 SDC-- Total 0.93 PDCN APPLICANT OR AGENT — - By �cu -- Receipt No. ADDRESS PHONE Approved lil;K_.____ DATE INSP. TYPE INSPECTION REMARKS — I PLUMBING DATE Contractor — -� -- — — — ---- ------ —-- Permit No. Fixture f Fi,tal — — HEATING — — Contractor — Permit No. Gas or Oil Rnugh•in FFnal —�— SEWER Final -�_ -- DRIVEWAY -- Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach M BLDG DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY — CERTIFICATF OCCUPANCY Final Landc.:aping Zoning Final Rik �, . i„", ;ft�g 1.ftlt �' '1 ;<''�'Ri' ^'' '+•`tyf o G' thniMT t,tt<,•,5 Ott ,�a{t)� i � i1t�'tl} 1��2 ;(�li,2t r�f2fiti ��i 2f ti :.�t2tr3 2; 1 'Zt, 4't�+t!tf t r. ..N,t' St t ,,t,•,i'7� ;i ti tt f} 1 EE i _». .. ..t .2„J' k: NOTICE OF FLANS REVIEW TU'ALATIN RURAL FIRE PROTECTION b15TRICT PO BOX 127. TUALATIN, OR 97062 (TMS IS NOT A BUILDING PERMIT) PHONE (503) 682-2601 'ul' Qualico16285 S.W.85th, Bldg. D 353.0003.03 te Co. (Precision Part Painting) No. — Ruilding _ — nooness 353 _ IuliL��NG H2/B2 VN Washington F MZ_"- Pg I of Occupancy Const, County –New Bldg. ❑ Addition Alteration ❑ Date Received Mai_8i 198 Architect N�— $,W $5th, Bldg, D Dale eevri,eo d-5=14=81 Saxon I a -- 12 Owner_------- Exits—- / ft. 1 Attic N/A / Fire Wells TOT w DTH Stories Area FAN L-1 /NA'.f MI Nr s10PC+ c /_ / Alarm____---.,P ___-- ExT c � / Sprinklers r_ /�-.—/ iNT slzE Q' Vert. Shalls NO YES AREA COVD Wood CLOSED►- HT CWtiED / Det. — / / _Floor N/S Ceiling N/SRoof_ (.--Str. Members M Ext' - NO— 1VpE AHFA COVD Fuel--_� rl nss 'A _Type fII Ie N----Type Htg.System /$– 1� r WAII cover_. ExT— /–Ciy - _Htr. rm. enol._ af�,'-- reviewod for conformity with fire protection statutes and regulations of Oregon administerud by The submitted plans have been roject this office, Items No. checked on the enclosed list are applicable.These itern� and any specially noted provisions a1 of o Incorporated into ons or oversights by this to meet current fire protection regulations. Appruval of submitted plans is not an app office or of noncom Ilance with any Applicable regulations of local government. REMARKS: This is a Fire and Life Safety Plan Review eviehe woverli and fehSafety tprovisioruction �s off a new theb19791ng and is reviewed for compliance with edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code and local ordinances. 1 . The use, handling and sale of CldathesFirelCodea IUBC liquids shall be in accordance with U.B.C. Standard No. 9•-1 an 2. ' In paint storage room ene��gy consuming equipment shall be listed specifically for the hazardous atmosphere that may develop. UBC 908. 3. Paint spray booth shall comply with NFPA Standard #33. I 4. Maximum storage of paint is 1i�0 gallons, storagetroom1ise150nsquarengeet5tem provided. Also the maximums ofP UFC 79.405. -hour 5. Metal fire door shall have a one fire-protectionUC 503CUBC4306(E) . Also this door shall 6(E� be of an automatic or self-closing type. 6. Paint storage room shall have a ventilation n systimes em capablehour. UFCf providing a complete change of air within the room at least 7. Blower and exhaust systems in paint storage room shall be controlled bngafswitch located outside of the door. The switch11tiAation pilotelightent shalldbeninstalled adjacent to shall be operated by th the switch if Class I flammable liquids are dispensed or used within the room. UFC 79.404(C). I 8. Paint storage room concrete lip shall be a minirlunn of 4 inches in height � UFC 79.404. rxnnniNFU HY SanBeem dy ,�<�, .��rt� — -- ------ Gene Birchill , (1 file, (1 ) Tigard Bldg• Dept I ) Sandy Beem, (1 ) _ � . COPIES TO--.—(' -- 300-18 ar et TUALATIN RURAL FIRE PROTECTION 111S1NIC1 NOTICE OF PLANS REVIEW Po BOX 127, TUALATIN. OR 97062 )TFIIS IS NOT A BUILDING PERMIT) PHONE )503) 682-2601 Qualicote Co. (Precision Part Painting) 16285 S.W. 85th, Bldg. 2 # —Page —o� Building---- - -- Address 9. Provide portable fire extinguishers aswper ereNFP paAn#1Uis mini mum extinguisher rating of 40B shall be available at location 10. Fire stops, blocking or framing members pierced for utility runs require packing acks ges to equal fire resistance prior to such piercing. Wood frame firestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) . .� 11 . Hardware for all doors required for egress is required to be of simple type having .. no provisions for locking against egress, with obvious method of operation. Flush bolts other than listed automatic are not acceptable. Sec. 3303 (see exception). Fire oistrict to spe-clior Reticv, 8405 S.W. Elligaen Road Tualatin. Oregon 97062 Phone 682-2601 Address Y3 yj Dj 44 L.C— 5 c ti-T— -5 p C— 11 L !11 irsuailt, to L;ection(s) of adopted codrs, the fnilawing item(m) re(vjirn correctitlg: .k4 FOP FiFINSPEC OR DEPT. C _ ,2' 30 3 64..6.L- 444,;P1+P J -1 "5 BUILDING PERMIT APPLICATION TIGARDDATE19 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. OWNER !-learqu Odom., JOBADDRESS 16285 SLI 65th - ._ — _ - ARCHITECT u t'► bactis ENGINEER BUILDER FI, As. Gray ADDRESS P.O. Box 235G7 -DESIGNER STRUCTURE KXNEW ❑ REMODEL O ADDITION ❑ REPAIR ❑ RENEWAL F J-FI FIE DAMAGE ❑ DEMOLITION 0 RESIDENCE IMOMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY Gat _LAND USEZONE —BLDG.TYPE `'P! .FIREZONE__2 _PLAN CHECK BY L]LIH HEAT ldc. L- - Tenant modifications for spaces 302. 303 and 304 _ all par p],Ellits and rode. — SEWER PERMIT M __ -- OCC.LOAD FLOOR LOAD cunc rOPLIOHT _ NO.STORIES _ L— AREA 6OL44 N0.BEDROOMS VALUE BUILDING DEPARTMENT SET SACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit $24,00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Chook 12.00 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 Subtotal 3G•OO RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax •9 SDC Total —'4u.9ta -40 - r �------- --- -- -- PDCq ICANT OR AGENT Receipt No. DW h ADDRESS — PHONE Approved i r� PLUMBING DATE DATE IIISP, TYPE INSPECTION REMARKS Contractor Permit Rough-in Fixture Final HEATING Contractor Permit No. Oil Rough in Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&street Final Approach_ CERTfF_jCAfE-OCCUPANCY Final MIL666 DEPT.FINAL ITEMP RY CERTIFICATE OCCUPANCY Landscaping Zoning Final _� �01 t h, I I BUILDING PERMIT APPLICATION TIGARD DATE } 3119 THE UNDERSIGNED HEREBY APPLIF;;;OR A PERMIT FOR THE WORK HEREIN INIOIL:ATED BUILDER PHONE 636-6291 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS/',ND SPECIFICATIONS. OWNER PHONE OWNER � JOB ADDRESS !07 NO. —__ ---- --------------- ARCHITECT Gray ENGINEER BUILDER ADDRESS DESIGNER STRUCTURE U NEW _ ❑ REMODEL 1_1 ADDITION ❑ REPAIR ❑ RENEWAL _❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE FJ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY I `° LANDUSEZONE —M-4 BLDG.TYPE 5=FIREZONE _PLAN CHECK_B_Y _ ! HEAT '� T �i1t iIIL "C" Tenant Modification Construct Partition Wall SEWER PERMITN d��: ...�E.i G.�'ip �i.�.�s- di► ��--- --- --- — - OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO BEDROOMS VALUE BUILDING DEPARTMENT _ SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 0. THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE DUILD,'NG CODE, ZONING 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 10.01) WITH ALL. APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS • LICENSE SEPARATE PERMITS REQUIRED FOR SEWER,PLUM91NG AND HEATING. State Tax iii ,•; SDC— Total -_ - PDCN AP�LICANI OR AGENT, By -- -- --- Receipt Na. � Approved ADDR111 PHONIF � es DATE INSP. TYPE INSPECTION — _ REMARKS PLUMBING DATE Contractor Permit No. Rough-in Fixture - --- -- — Final _ HEATING -- -- _ Contractor -'—'--' — -- Permit No. ---' --- Gas or Oil --- -- — -- ----- Rough-in -- -- --- ---- .—�._.�- Final i ---- -- --- — -- SEWER Final DRIVEWAY ---- --- ---- Final Storm Drainage — -- (Rain Drain) Final --- -- ---- � Sidewalk —^ — — Curb&Street Final -- ------- — _�_ A_PProach BLDG. DEPT. FINAL— TEMPORARY CERTIFICATE OCCUPANCY Final w CERTIFICATE OCCUPANCY — — Landscaping Zoning Final 7, I1 E i i ... .a[, ... .. ,. ,... Kitt .t,, •t,.Jr R.c7.Gray 6 co. cQnSTrucTIOn January 21, 1980 Mr. Ed Walden Building Official City of Tigard 12420 S. W. blain Tigard, Oregon 97223 Dear Ed: As per our discussion, we hereby requeb` o one year extension on the sewer permits for our Durham—Ball job located at, 16285 S. W. BSth. As you will recall, we have paid for four buildings, but have only constructed two so far (C and D). Buildings A and B are anticipated to begin construction at a later date. Building "A" is under permit #27669, and Bu.Llding "B" is under permit #2770. Very truly yours, Bruce Clark BC/m c P. O . BOX 23 S 16 POR Tl AND, OREGON 97221 PHO NE (SC13) 639-61 27 BUILDING PERMIT APPLICATION TIGARD DATE_- 12131 ,9_0'9 3009 620=6140 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE � UR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFiGATIONS. OWNER PHONE. � LOT NO. J Luu OWNER r1denS JOBADDRESS 16285 SW 65th Avenue ARCHITECT ]v�1�t S—a� �'" J7 $tTtietENGINEER _ `)384 SLI9 Tigard XM9I11MNDESIGNER BUILDER I iTez3tOp ADDRESS —_ -- STRUCTURE Ll NEW ❑ REMODEL O ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE _❑ DEMOLITION ❑ RESIDENCE EICOMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO C] CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY ..21 -n-2LAND USE ZONE A-4 BLDG.TYPE Sh FIREZONE Z PLAN CHECK BY ETU HEAT r .i.re f)crinklers: Gonstruct automatic fire sprinkler system all Der code. ^'f-pA 13 and plans prepared by Firestop Co. plan Review by Tual6tio I,'ural Fire, District attached. SEWER PERMIT N ------ — --- OCC.LOAD FLOOR LOAD HEIGHT _NO.STORIES I_ AREA 1G a[�UJO.BEDROOMS VALUE -- DE BUILDING DEPARTMENtSET BACKS FRONT _REAR LEFT SIDE _ RIGHT SI Permit _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT TEE 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 Sub-total _!_ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS `' _ 1 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 3.04 .Ll --- SDG- _ Total 'APPUOANT OR AGENt B 1 PDC# By Receipt No. L '5 6;Z ADO—-W PHONE Approved —___ J DATE INSP, TYPE INSPECTION REMARKS PLUMBINGDATE P.D Contractor Permit eimit No. Rough-in Fixture Final HEATING Contractor Permit NO. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG. DEPT. TEMPORARY CERTIFICATE OCCUPANCY tD—)G -6 FINAL Final CERTIFICATE OCCUPANCY Landscaping Zoning Final o .......... d as noted h itions Shown, Subject to -� for the Coed � C,owr led Final Inspection. Errors and Omissions excepted. B D y - Tualatin FirsYdai I ESIGNINFOFw!uQN SHEET i T 1 ,a NAME —�L1,d`L1ZL'L L�!1._ •�•• -- DATE LOCATION �_.�3 TY► T'1 4^AlL� _Qom.■ 0. - --- dUILOING_._ _ __ -_--- SYSTEM NO.- CONTRACTOR.—_ 1�..�.S.L 1�7O - ---- --- CONTRACT NO. CALCULATED BY _ L.0 1G�`C - --__--- DRAWING NO. CL)NSTRUCTION. COMBUSTIBLE C NON-COMBUSTIBLE CEILING HEIf#HT_L3.:�fT. OCCUPANCY r-1 NFPA 19: ] LT.HAZ. ORD.HAZ.GP. 1 0 2 C 9 EX. HAZ. NFPA 291 C NFPA 291C: FQURE_ —. CURVE OTHER ISWIIY) -- - --- --- 01 L'1 SPECIFIC RULING MADE BY _DATE 82 AREA OF SPRINKLER OPERATION 0 — MTEM TYPE W ,11 NET DRY DELUDE ORE-A_C_TION DENSITY - AREA PER SPRINKLER .-I-9--�--- am R _ HOSE ALLOWANCE GPM INSIDE _-1QQ _ MAKE MODEL HOSE ALLOWANCE GPM: OUTSIDE _ 4 C3__ I SIZE�.�C— K•FACTOP RACK SPRINKLER ALLOWANCE I TEMPERATURE RATING r d�S AT BASE OF RISER CALCULATION GPM REQUIRED 4.4"4'� PSI REOUIREO_��11..a�1�1�.— SUMMARY •'C" FACTOR USED. OVERHEAD- l i O UNDERGROUND Or 0 MATER FLOW TEST I, P-UNP DAIA TANK OR RESERVOIR DATE A TIME _ RATED CAPACITY I CAPACITY - --- STATIC 051 AT AT PSI ELEVATION --- RESIDUAL PSI �_.'�_. ELEVATION GPM FLOWING = ELEVATION - I PROOF FLOW— QPM ^LOCATION SOURCE OF INFORMATION_SM%NS!Ie_— ------ -- -- - COVA4DDITY. CLASS LOCATION y STORAGE HEIGHT AREA _ AISLE WIDTH -' STORAGE METHOD:SOLID PILED—% PALLETIZED_ % RACK, S SINGLE ROW F'U CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED + J DOUBLE ROW I] SLAVE PALLET SOLID SHELVING NON- MULTIPLE ROW OPEN ENCAPSULATEO FLUg SPACING IN INCHES M TOP OF STORAGE TOCRILING ' LONGITUDINAL TRANSVERSE __ �T.._, IN. HORIZONTAL BARAIERSPROVfOEMD- 770 LOG ICAI_C "'° MUIN Avmup r so►an ._� �.>fl� Font soi PrP 1017b �� v�S "2000 �'��I�►��..�;',.'y�o I I J � 1 79 -219 4 0---3---2---1---A---C------ -- -------------------- 5 O---A---D---C---D---C---- -------------- ---------------0 14 ------ -------------------------0 IS ----------------- ----- -------0 17 - ------------------Ll 16 ------------------ --------------0 IS - -------------------------- ------- --0 19 -------------------------- --------------0 12 11 0 I F LLi CIW gC.HEMAY I C � T 0 F I f2E`'.Tl]P —.r-)UF--,*H'A'M HALI E3 v CoPAJS1r�£ L f I r � ►� .p •-��ot�n uuuI L' 1 FOt 1 1'L'pAdttlohs'STiDw�;Sbbjeet 10 `�Orlt� PIe11 Inspection. Erten end .tissWni exe4ted. y . , Date-?�. '`'�; 'Tualatin Fire District J as noted 1 -"-:%T For MP Coedltiom Shown, Subjen to JO8- FIRESTDP-DURHAM HALL-MRA- JOB NO. 79-219 "- > Inspection. Errors and 3 7• 3 OF HvDRLC. QA DIA. EOUI4,====_'________________-_===--13SJ4n$ eXCe REF, FLOW "C". FITTING FTGS. PE (� -PT T ��}p�� 1�1 L1I POINT OT LOSS/FT LENGTTC gY �`T9QT£?-+r -=--====- - TOT. PF 7.1= =;20=________ ___ _ _= Inti =Eire=District 12.00 -I5._2 - 1 1.610 OA= 7. 1 PT= 15.22 7.14 0.0024 0.00 0.00 ----------------- 12.00 0.03 ---------- 2 21.87 C-120 12.00 IS.25 - ---------------- 1.610 K= 5.600 Pe 15.25 ----------- ---- --29-01 0.0321 0.OU U.OO -----•------ 12.00 0.39 --------------------- 22. 15 C=120 -----__--_ 1.50 15.64 ------- 3 1.610 2T 8.0 --��`- 5.600 Pe 15.64 51.16 0.0918 16.00 0,00 ------.._ 17.50 1.61 ---------------------------------- 0.00 C=120 ---•------------------- 4 2.E,35 8.67 17.25 OA= 0.0 PTa------ 0.00 0.00 17.25 ----------------0 .0083 8.67 0.07--- ------------- --------------------- 51.34 C=120 ---- 2.635 OA` --51.3_PT= 1 177.32 5 8.67 17.32 - .32 102.50 0.03U1 0.00 0.00 ---------- 8.67 0.26 ---------- 51.96 C=120 ----------------------------- --------------- 6 2.635 8.67 17.58 51.9 PT. 17.58 0.00 O.CO -154.46 0-0643 R.E,7 0.56 ---- ---- 53.18 C=120 2.635 8.67 18.14 -- GA. 53. 1-PTQ------ 207.64 0. 1112 0.00 0.00 19.14 C=120 --------------- 8.67 0.96 -49.M ---------------------- 2.635 8.67 19. 10 -- ---OA= -49.5 PT=------ 0.00 0.00 19.10 -------1 -- -158-06 0.0671 9.67 ------------- O.SB -50.94 C=120 ------------------------------ 8.67 19.68 -GA= --;0.9 PT.------ 2.635 0.00 0.00 19.68 107. 12 0.0?27 8.67 - -------------- 0.28 ----- -53.30 C=120 '---------------------- 10 C=120 S.E,7 19.'36 ----()An -53.3 PT=------ O.00 0.00 19.'36 -----------53--- 0.0091 8.67 0.08 ----------------- 0.00 C=120 ---33.00 -- - . ------ _ It � �-O 233.00 20.04 --------------- 1.610 6T R.0 56.00 OA- 0.0 PT- 20.04 53.82 0. 1008 0' --------------------- B9.OJ 29. 14 ----- ------- ---------------- r 53.82 -------------------------- ----- ----------------- 43. 13 tyS 1 ---------------------------------------------------- -------- ----------------------------------- -- -51. 34 C•120 1. 0 ------__-- 5 ---- 1.61U 2T 8.C' 11.50 17.32 ------ OA- -51. 3 PT. 17. 32 -51.34-0.0-3,74 0.00 17.50 1.E2 t""R IS LISED TO RFPRE-'crJT TH=SOUARF 8001 t-)r a= I - .14�dn_.�., .� �,. ,� ,! !',..5• , .. war►UirIAI�uW down R a.r w.+..�. ....__ ........ .-y .........+M-.......•_w-..,_.,.w.w._..._.-_.�„w•.rr•"p.'w_._....._....,. ............��._•,..._„__,._r....... .y,.. ... .. •__.. 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F , /'Y,. ._.�� I �_,.,.,L...,w.. ,...__....._ � � - � ! � 1 (�----------- .'--.- �� y �),._._ �_ _ _.. ._... .__ _.___ .. {� �!=/D' lM /! 10j !/-i�^'rZ i�=✓�•lZ. l/ ' lU�z t/!.f 0'�.G /I '� `,r d!•/�+`r:. �/"h'Y$, /4 /a I--M ; /� fx.1 i a i ' �� 'A rpt >f _r� rte. �lJ- /© �. fi _ I <a VALOA Nt _ 1 ► ,� _ - t ,?_... , �---- ;/� _�f.' //�/o�� 1 r � 'ro s�,�, 4 r o %. i-► r4,.. ,v..1 a ti ..#" ;¢ / :rss rt �) aim I A CIO ilk ,. .� / ,� •may s t"r ` /J j'dr� _, _ _-�.` +.- �.�...�..� _t _. �_... ._ �_,_ ._. , f�a o�-�E?'/ti,,` ,�,r•,BG" l)' � rfL" MA, � �� •� pr, �/ r G C• t"'-' �. r.r -r 1-Z w �► Ji .. t7oihc G�-/'E? rti - w .._ _ ww .. _ ..» r'.[ •1 �._..�._ ._.w__...�..-.......:.� _. _ ;� _.. 4 � ��•� ' d t �•—_•........_...�.,............__,_..__«_I.. .._r_ ..,......... ... .,�..•........,-,.�+..r.+...+,_...M..r-,.._-..r_•._..•-'.__.._._,........_ ._,_- ......... + ................,_...,.++�,.w....ww�....... •...w++ �� •�....... _' �y�n•.•,w..✓•..,..a......k w..w .....«....•..�w�.....+..n.r+-r...•«.-.n,+..-•-+w - �..-r.v. w �• � s +�.-.�,...•.-..• .__ -___._..._..�......-..�..._� ..,.e...�,...,+. �.-___. � .._-._,._.. -..� 14 11 � IAL,� S •,:� �} 1 :. C ._ti T LIZ .:,€3�J �(.0 �?��' tst2L, A ti A PAZ f �^ ' _.._..............._. .._.._._ ..._..... .... P-___. ._:....- :mac,,...,. �'.._._-...� .. . ._,....__.. ._..,...,......� .._...._ WN, �j Z = " rn G,i1"►5 D1� utALo 1 ,i I 17r uj LF J i as noc.�a t� ,m` �,'' r=x�z�,c+.•'� rrl a f i..,1 _.�.._......_ ..._._._.. - � a __._ I -�- , excptoC. — ! d KJ S(,k) � ? 2-�*�.. '•, -- Date +, ualatin Fire District APPROVED FOR CONSTRICTION i CITY OF 'Ili-1ARD I& Z f9h .7 , PERMIT NO. 3� (SIT E AL),-f; : TITLE ----- _ - DATE 77 - - - b E S C A 1 P T 1 O N sMU. TEM►. HT1. FIREZiTup coo OwN. AV .. / + PORTLAND, OREMM I 1 � 11 q r, ,r Cfl*/T1AA c �a c oma e - T� t!►I '� "" wG r. 1 �'�_._t I ... r I _. .w..w .. rc i...ac � �� (1 E`. • , �►.t !L. DAT11 709 85144 e)VEhlt..lf ` 0F7-7 777 r�yr;al.ta w (► R Ai�frt r�A t'O► � , .. �I �I� 9 , :N IF THIS DOCUMENT OCUMENT IS LESS � � ' � � 1�-1-�—11�1 I111► I tI -I_II i III l IIIi—Ifo�11 ill�III i 111�11 11 1I III �III � III1I OCTO3C � zsjawII JIIl III11 1T111)I{III 11 LEGIBLE THAN THIS 10 APION, 6 g . � �_. IT IS DUE TO TUE QUALITY OF -- J- No.se w T}IE ORIGINAL DOCUMENT. �--11,111111111 �-` IIII - � , I � � I'� ,�� 'll-Hill _ 9 9 � CIIl. llllll�lll �1 as noted f For Me Conditions Shown, Subject to 4*4*-W j* LOG 11 CALCG9vIK-.Anal Inspection. Errors and # 1f)8- FIRESTOP-DURHAM HALL MRA JOB NO. 79-219 DATE 11/pA1}} ons e"ted. 4 -HYDRLC. _= GA ==DIA. =EQUIV. PIPEPT___ B `�a�8 �1R4- REF. FLOW 'C". FITTING FTGS. PE t Nl.1INT OT LOSS/FT LENGTHS TOT. PF PrL'uala In � `� 22.19 C=120 12.00 15.70 K= S.E.00 P= 15.70 A 1.610 0.00 0.00 -2'3.15-0.0324 12.00 -0.39 ------------------------------------------------------------------------------- 21.'31 C=120 12.00 15.31 K= S.E-00 P= 15.31 A 1.E.1 0 0.00 0.00 -7.24-0.0024 12.00 -0.03 -_-_- -__-._____-________--_______________-.__-__-_--_--_--_--_-_-___-____- 21.89 C=120 12.00 15.28 K= 5.600 P= 15.28 1.610 0.00 0.00 14.65 0.00'30 12.00 0.11 ------------------- ----------------------------------------------•---�--- 21.'37 C=120 12.00 15.39 K- S.E-00 P= 15.39 D 1.610 0.00 0.00 36.62 0.04'34 12.00 0.59 ------------------------------------------------------------------------------- 22.39 C=120 181.50 15.98 K= 5.600 P= 15.98 E 1.610 2T 8.0 16.00 0.00 59.01 0.1113r, 1'37.50 23.62 --------------- ---------------------------------------------- 59.0. 33.60 CS 2 14 -•51.96 C=120 1.50 17.58 OA- -51.9 PT= 17.58 t. 1.610 2T 8.0 16.00 0.00 -51.96-0.0'344 17.50 -1.65 -- -------------------------------------------------------- --------------------- 22.3S C=120 12.00 15.93 K= 5.600 P= 15.93 A 1.610 0.00 0.00 -29.61-0.0333 12.00 -0.40 ----------------- --------------- --------------------------------------------- 22.07 C-120 12.00 15.53 K= 5.600 P= 15.E+3 H 1.610 0.00 0.00 -7.54-0.0026 12.00 -0.03 -------------------------------------------------------------------------- 22.05 C=120 12.00 15.50 H= 5.600 P- 15.50 1.610 0.00 0.00 14.51 0.0089 12.00 0.11 -------------------------------------------------- -- 22.13 C=120 12.00 15.61 K- 5.600 P= IS.E•1 ;> 1.610 0.00 0.00 36.64 0.04'35 12.00 0.59 ------------------------------------------------------------- 22.54 C•120 181.50 16.20 k= S.F00 P= 16.20 F 1.610 2T 8.0 16.00 0.00 59.19 0. 1202 1'37.50 23.74 ------------------------------------------------------------------------- 59.18 39.94 CS 2 15 _. _-_:s=__zze-szzace=sss:zaee=z:vzzss==szessssaa==sa--zzs==z=ssz_cse_zss�zzez:.- tPt••2 IS USED TO REPRESENT THE S(tME ROUT OF P r as noted I I For Me Conditions Shown, Subject to 601rer and Final Inspection. Errors A*4 IREST-=-DURHAM3HALLt A =OB IC79-219=itsar3r CYDtedL7' JOB- FIRESTOP-DURHAM HALL MRA JOB NO. 79-219 DA 9 S HYDRI-C. OA DIA. EOUIV. PIPE PT P n TE REF. FLOW "C". FITTING FTGS. PE PjuajaAQ.[j% SS1*rlCt* T POINI OT LOSS/FT LENGTHS TOT. PF PN -53. 18 C=120 1.50 18.14 OA= -53. 1 PT= 18. 14 7 1.610 2T 8.0 16.00 0.00 -53. 18-0.0986 17.50 -1.73 ------------------------------------------------------------------------------- 22.Er3 C=120 12.00 16.41 K= 5.600 P= 16.41 A 1.610 0.00 0.00 -30.4'3-0.0352 12.00 -0.42 --------------------------------------------- ------------- - 22.39 C=120 12.00 15.913 H- 5.600 P. 15.99 B 1.610 0.00 0.00 -8. 10-0.0030 12.00 -0.04 -------------------------------------------------------------------------------- 22.36 C=120 12.00 15.95 H= 5.600 P. 15.95 C 1.610 0.00 0.00 14.26 0.0086 12.00 0.10 -------------------------------------------------------------------------------- 22.43 Ca120 12.00 16.05 K. S.E.00 P. 16.05 D 1.610 0.00 0.00 36.69 0.0496 12.00 0.60 ------.----------------------------------------------------------- 22.85 Cx120 181.50 16.65 K. 5.600 P- 16.65 E 1.610 2T 8.0 16.00 0.00 59.54 0.1215 197.50 24.01 --------------------•----------------------------------------------------------- 1 59.54 40.66 CS 3 E, --------.------------------------------------------ ----------.- 49.58 C-120 2.31.00 19.10 OA= 4'3.5 PT- 19.10 8 1.610 4T 8.0 32.00 0.00 49.58 0.0866 263.00 22.79 -----------------...-------------------------------------------- 17 49.58 41.89 CS 3 ----------------------------------------------- ------------------ 50.94 C-120 231.00 19.68 OA- 50.9 PT- 19.68 '3 1.E.10 4T 8.0 32.00 0.00 50.94 0.0910 263.00 23.96 ------------------------------------------------------------------------------ 18 50.'34 43.64 CS 3 -------------------------------------------- ------------ ------ 53.30 Ca120 231.00 19.9E OA= 53.3 PT-_ 19.96 t0 1.610 4T 8.0 32.00 0.00 53.30 0.09'90 263.00 2E..05 ------------------------------------------------------------- 53.30 46.01 CS 14 acv_vxvcvvaaezavvvxvv v zaa=vcsvxxzazxz=xxxszaaa _:_-aaesz_zxaxazalsx vzca_zzavz (P)**2 IS USED TO REPRESENT THE SOUARF- ROOT OF P L� lir ' I . as noted Ln 1 For the Conditions Shown, SuCjeCt L.OG I CALC @ a d Iinal Inspection. Errors and tea- Issiuns exceAted. JOB- FIRESTOP-DURHAM HALL MRA JOB N0. 79-219 DATE 11j!�495SHT. HvORLC. QA DIA. EGLIIV. PIPE PTG REF. FLOW "C". FITTING FTGS. PE HV r� E ism POINT OT LOSS/FT LENGTHS TOT. PF PN 14.70 C=120 12.00 IS.22 GA= 14.7 FIT= 1S.�2 1 1.610 0.00 0.00 14.70 0.0091 12.00 0. 11 ------------------------------------------------------------------------- 21.'33 C=120 12.00 15.33 K- S.E,00 P= 15.33 A 1.610 0.00 0.00 36.63 0.0494 12.00 0.59 ---------------------------------------------------------------------------------- 22.34 C=120 181.50 IS.92 K= 5.600 P= 15.92 H 1.610 2T 8.0 16.00 0.00 58.97 0.1194 197.50 23.59 ------------------- ----------------- ---------- -- 0.00 C=120 8.67 39.S1 OA- 0.0 PT= 39.51 1-1 2.635 0.00 0.00 58.97 0.0108 8.67 0.09 --- ----------------------------------------------------------------------- 5'3.01 C=120 8.67 39.60 GA-GT AT 14 ABOVE 14 2.635 0.00 0.00 PT-PT AT 14ABOVE+- 117.98 0.0391 8.67 0.34 ------------------- ------------------------------------------------ -- - 513.18 C-120 8.67 39.94 OA-OT AT 15 ABOVE 15 2.635 0.00 0.00 PT-PT AT 1SAHOVE+- 177. 16 0.0823 8.67 0.72 ------------------------------------...-------- -- 59.-4 C=120 8.67 r,^.66 OA-07 AT 16 ABOVE :E 2.635 0.00 0.00 PT-PT AT 16ABOVE+- 23C.70 0.1418 8.67 1.23 -----------------------------•------------------------------------------------ 49.S8 C=120 8.67 41.83 GA- 4'3.5 PT= 41.8' 17 2.635 0.00 0.00 286.28 0.2016 8.E.7 1.75 --------------------------------------------------------------------------- ---- 50.'34 C=120 8.E-7 43.64 OA- SO.9 PT- 43.64 1P 2.635 0.00 0.00 337.22 0.2729 8.67 2.37 -5--- ---- ---------------------------------------------- ..3.30 C=120 8.67 46.01 OA= 53.3 PT- 46.01 ty 2.635 0.00 0.00 330.52 0.3S80 8.67 3.10 -------------------------------------- 390.52 49. 11 CS 4 12 ------------------------------------------------------- i I �` as notod ('pnditions'910wn s6bject to Por the ection. Errors and s� pis i*ar LOG I CALC #i+� e and Final Insp JOB- FIRESTOP-DURHAM HAIL MRA JOB NO. 73-219 DATE 1TIE•/790missrQhkTQX060t86F =HVURLC.9L= GA ==DIA.===EOUIV. r _=PIPEPT =__= P D W6 REF. FLOW "C" FITTING FTGS. PF PN a '�"i Ito POINT OT LOSS/FT LENGTHS TOT. PF = -I��tlll _.------r__a - -=-c=s_sass=es=s=zzsss_szvss=zssss==cszz==nsz=====ecce__ --- - - 444.3 2.635 1.33 Al.IS OA=--444. 3 PT= 49.18 XM C=120 5.00 0.00 444.3 0.4546 S.00FT 6.33 2.88 ----------------------------------------- ----- "-- 0.0 3.260 34.50 52.06 GA- 0.0 PT= '"2.06 BULK C=120 5.00 0.00 O= 444.3 IN 3.260" 444.3 0.1612 S.00FT 3'3.50 6.37 ---------------- --------------------------------------------- ----------' 0.0 4.124 12.00 58.43 OA- 0.0 PT= 58.43 ASR C=120 26.00 7.15 0= 444..3 IN 4. 124" 444. 3 0.0513 26.00FT 38.00 1.95 PF=.4331X Ici,50' ----------------------------------------------------------------- - 0.0 4.124 0.00 67.53 OA- 0.0 PT= 67.53 BFP C=120 0.00 5.00 0= 444.3 IN 4. 124' 444.3 0.0513 0.00 0.00 PE=.4331X 11.54' -------------------------------•---------------- ti44.3 72.53 K 20= 52.17 BASE ------------------------------------------------------------------------------- 544.3 5.890 90.00 72.53 OA- 544.3 PT- 72.53 L) G C=140 21.00 0.00 544.3 0.0099 21.00FT 111.00 1.10 --------------------------------------------------------- - -------400.0--- 5.890 42.00 73.63 OA= 400.0 PT= 73.63 HOSE 0.140 13.00 0.00 O= '344.3 IN 5.890' '344.3 0.0274 13.00FT SS.00 1.51 -- •------- ---------------- --------------- ---- - 0.0 7.'380 370.00 75.14 75. 14 K= 0.000 P- 74.89 HYD C-140 27.00 0.00 0.25 0= 344.3 IN 7.980" 144. -3 0.0062 27.00FT 3'37.00 2.48 74.8'3 --- - --------------- ------------------ '344.3 77.62 --- ----K 21=107. 18 CONN i r1pIs 'Lam, 0 �1 11 as noted IA!' 79 -219 ktr 1 88 011 Me Conditions Shown, 5ubjr:A Corer and Final Inspection. Errors 0A fi Hk K- FLOW PIPE TOTAL PRESSURE SUMMARYOmi5siuns eXCiQW.q PK I.U. FACTOR GA UTA. LENGTH PF PE PT PN OT 4. 'o P= 15.22 SLOPE (IN/FT) - 0 C= 127 By�ait Date 1 4.76 1.6.10 12.00 0.01 0.00 15.2e4N5trict 1 2 5.600 21.85 1.610 12.00 0.33 0.00 15.23 26.61 2 3 5.E,00 22.0.3 1.610 25.SO 3.48 0.00 1 S.56 48.70 3 +2T 8.00 4 0.CC 2.635 8.67 0.07 0.00 19.04 48,70 4 5 48.81 2.E-35 8.67 0.24 0.00 19.11 97.51 5 6 4.3.18 2.E,35 8.67 0.51 0.00 19.3S 146.69 6 7 4'3.99 2.E,35 8.67 0.87 0.00 13.86 1136.68 7 8 -46.52 2.635 8.67 0.53 0.00 20.73 1SC. IE. 8 '3 -40.11 2.635 B.E,7 0.2E. 0.00 21.26 1 W.OS '3 10 -50.67 2.635 8.67 0.07 0.00 21.52 5' .38 10 11 0.00 1.E,10 233.00 26.75 0.00 2.1.59 5"..38 11 +2E 4.00 +6T 8.00 12 0= 51.38 PT= 48.34 CS 21 12 0=-48.81 P= 19. 11 SLOPE (IN/F'1) = 0 C- 120 S -48.81 1.610 25.50 -3.4'3 0.00 19. 11 -48.81 S +2T 8.00 A 5.600 22.13 1.610 12.00 -0.33 0.00 15.E,2 -P6.68 A 0 5.600 21.90 1.610 12.00 -0.01 0.00 15.29 •-4.78 B 5.E.00 21.83 1.610 12.00 0. 15 0.00 IS.28 '.7. 11 C U 5.600 22.00 1.E,10 12.00 0.67 0.00 15.4 3 :n.11 D E 5.600 22.47 1.610 157.50 22.45 0.00 16. 10 61.58 F +2T 8.00 14 0= 61.58 PT- 38.55 CS 22 14 0=-49. 18 P■ 19.35 SLOPE (IN/FT) = O C= 120 6 -49. 18 1.610 25.50 -3.54 0.00 19.35 -41. 18 6 +2T 8.00 A 5.600 22.27 1.E.10 12.00 -0.34 0.00 15.81 -26.91 A 8 5.600 22.03 1.610 12.00 -0.01 0.00 15.47 -4.88 8 - 5.600 22.02 1.610 12.00 0.15 0.00 15.46 17. 14 C J 5.600 22. 13 1.610 12.00 0.6£ 0.00 15.61 3'3.27 D F 5.600 22.60 1.610 157.SO 22.64 0.00 16.29 61.87 E +2T 8.00 :5 0■ 61.87 PT- 38.93 CS 22 15 0--4'3.99 P. 19.86 SLOPE (IN/FT) - 0 C= 120 7 -49.99 1.610 25.50 -3.65 0.00 19.86 -49.99 7 +2T 8.00 A 5.600 22.55 1.610 12.00 -0.35 0.00 16.21 -27.44 A F 5.600 22.30 1.610 12.00 -0.02 0.00 1S.BE, -5. 14 8 k 5.600 22.29 1.610 12.00 0. 15 0.00 15.84 17. 15 C D 5.600 .=2.39 1.610 12.00 0.68 0.00 15.99 39.S4 D ! 5.E-00 22.BE. 1.610 157.50 23.00 0.00 16.E.7 CO.40 F +2T 8.00 1E 0■ 62.40 PT= 39.67 CS 23 16 Cr- -E..S2 P- 20.73 SLGeE (IN/FT) - 0 C= 120 n 4E..S2 1.610 231.00 20.25 0.00 20.73 46.S2 8 +4T 8.00 1 0= 46.52 PT- 40.98 CS 23 17 t 1 79 ti :19 � 0= 48.11 P- 21.2C. SLOPE (IN/FT) - 0 C- 120 9 48. 11 1.610 231.00 21.55 0.00 21.26 48. 11 9 +4T 8.00 is 0= 48. 11 PT= 42.81 CS 23 18 I I 0. 50.67 P- 21.52 SLOPE (IN/FT) - 0 C= 120 10 50.67 1.610 231.00 23.72 0.00 21.52 50.67 10 +4T 8.00 19 0= 50.E,7 PT= 45.24 CS 23 19 0= 17.08 P- 15.22 SLOPE (IN/FT) = O C= 120 1 17.08 1.E,10 12.00 0.14 0.00 15.22 17.08 1 A 5.600 21.95 1.610 12.00 0.67 0.00 15.36 39.03 A 8 5.600 22.42 1.610 157.50 22.3E. 0.00 16.03 E,1.45 8 +2T 8.00 13 0.00 2.E,35 8.67 0.10 0.00 38.313 E,1.45 13 14 14.000 61.58 2.E,35 8.67 0.37 0.00 38.49 123.03 14 1�, 15.000 61.87 2.635 8.67 0.78 0.00 38.86 184.90 15 1: 1E,.000 62.40 2.635 R.67 1.33 0.00 3'3.64 247.30 16 17 46.52 2.635 8.67 1.93 0.00 40.97 293.82 17 18 48.11 2.635 8.67 2.43 0.00 42.80 341.93 18 19 50.E.7 2.635 8.67 3.14 0.00 45.23 392.60 19 12 0- 3'32.E-0 PT- 4R.37 CS 24 12 MA X P T ID I FFERENC.E= t_ C3C3C3(DC3C)0C>t1---C3Z s pppDq TI as noted , For the Conditlons Sbown, Subjoct to tower and Final Inspecifun, Errnrs end tin Fire DistFic�� i i , . as noted ,. "oe VOT ' .t I, O: JOB NUMBER VIII■ ■■ .■■■..� �� r■� ANN 130 120 110 100 90 so SA 70 60 so 40 10 VIII■�� ■:N.�■■ �■■s�N ■� UII ... ::sssss-�sassss� �-. IIIIs■■.� N IIIII��::Nss= ■��s�s■ � (IIII��:sss■■lsssss�s�■� � 11111 INTI■■t.�� 111�crC�n7■■■I■■■■■�r►�I.INI■I■=s PIIS!■■■�_��i�is�� i.1�i��, UIII■■■■... -�. � - �� _ - IIIII■■■■■■�■��_w 1111■i=1L'71�'T�1Tl�l�i'■■■�J��-''�� IIn■■■ ■■ ■ ■11■Irl. -��■■IN N 1111■■■�■ �■s �i/1�7s��i�l� ��IIIN��:� ■/�L� sss� %ss N 1111p■■■. `� ��J� �iii■H■■�■■■11■1■.I■ _■� I�i�■�i111�i1 �� IIII■/��s:�s. s s �� s IIII,I..... . .. �� ,illnii■■■ M 1 44 FLOW IN 00 BOX FOR DESIRED SCALE. `I ....... SIA j 0 1 IOU Thansmittal To Cz?w D>r V _ ?Iap 5 1"IrAffA Attn. --- AE O t -- -- RE.,Z: C29± ALL Atf_43/A)csa1_.Oa)ils2_ ___ProjectWe are sending you 2 herewith ❑ under separate cover ❑ shop drawings a--prints ❑ documents ❑ specifications ❑ catalogs ❑ copy of letter ❑ tracings ❑ copies date item l =7 A Remarks Koch, Sachs &Whittaker Architects,AIA Distribution ,JuTHV*VEST FIFTH A\,FNUF NOOr4 97204 22FA by / LL o U --- 40 77- L- G. W sr E G T!� I _ lei ci.`� '� �1 nom — /✓ ..M_________ . .. _ ._ __ ... . .._ r/AL 'Llc..1/� a'. I n.a.r_rray s co. ►� i consTrucTion Novenber 15, 1979 Mr. John Sachs Koch, Sachs & Whittaker 620 S. W. 5th Portland, Oregon 972.04 Re: Building C & D, Durham Hall Business Center D Building steel columns changed from 7" x 7" x " tube to 6" x 6" x 3/8" tube. All other details on columns as per plan. Also enclosed find C & D building end wall pilasters at these locations: Building C - line 1-C line 9-C Building D- - line 11-C Very 'tr key y�ra, 1/ li Af' RAG/rp Enclosures / FC001 Sachs Architect Fz � SctuT- .*vFBT FW AVLnnJF. ft IEU rue o i LAtjU, URF: OCJN 972 " 3 PNONE ASO 11 639 -6127 300-1 B A i" '" 9 VICE OF PARTIAL FLAWS REVIL4 ONLY � ' Fj;k, /4�ro w-v-t a 5D^I0KLrr k. S?/ST�''^• �O (THIS IS NOT A B–UIIL–D-INO PERMIT) Building'--1– -�V�s'L-5.0� g Buod.ng Address --_ County � Occupancy �_�F,S r_ Plan Fee �_ Const. — Sound Valuc A.chirect New Bldg. ❑ Addition ❑ Alteration ❑ Date Received Owner Address Date Reviewed �Iw • 7 LL�1 Fire Walls _ Fire Escapes Exits __. /— ft Stories — Area / Attic / lot.Width Main Flt, Pasement Ht. Stops 0 Stairs / Vert. Sha is / Sprinklers Man, Alarm S.P. Int, St:a Ext. Closed Closed No Yes Area Covered Ext, _/ Ht. Der. — !--!--- ---- Floor -- Ceiling Roof _-- Stir. Members .. Class No Type Area Covd +– Wall cover _ / Htr, rm. encl. r _ Type flue -- Type Htg. System _ a fuel Ext. ------•-----_– Partial approval of-submitted plans is not an approval of omissions or oversights by this office or of non-compliance with dr,y applicable regulations Of local government. REt,AARKS: '.his is a partial review only for are that are not exempt or no contract exists between jurisdiction Conies to: File DeLtLtyj_91 . O At,_ cords Fxaminet! by rr WHIM BURR Mt KIM' C1101a CIIS � � ICI r e r P 0 HUX 127 • TUALATIN, OREGON 47062 s PNONC 682.2601 • RUSSELL WASu.RURN. CHIEF SPRINKLER PLAN REVIEWS, STANDARDIZED ITEMS Approval of submitted plans does not constitute approval of any omissions or oversights nor of non-compliance with any applicable regulations of local government that may exceed State requirements. This plan review does riot cover information for insurance credit. This is not a State Plans Review. 0 A member of this office shall witness all hydrostatic, flushing, pneumatic, alarm function, and trip tests of all piping relating to automatic sprinkler equipment and underground leading to that equipment. Please notify this office twenty four (24) hours prior to testing any portion of the automatic fire protection equipment. A copy of the contractor's material and test certificate shall be forwarded to this office after completion of all testing and flushing. The installer shall properly identify this hydraulically designed auto- matic sprinkler system by a permanently attached placard indicatinq the location, and the basis of design (discharge density over designed area of discharge, including gallons per minute and residual pressure demand at base of riser). See NFPA #13, Figure A-7-1 .2, Sample Nameplate. L6 Automatic sprinkler equipment shown on the submitted nl ns is desiqned to provide a pre-determined minimum amount of protection for this particular structure, occupancy, and hazard, given the current water supply. Alter- ation of the automatic sprinkler equipment, building or introduction of a more hazardous situation, occupant, or reduction in water supply may leave the automatic sprinkler equipment ineffective in providing adequate protection. If any of the above should occur, this department may write orders to cease and desist operations , orders to vacate, or orders to upgrade fire protection. Where wet automatic sprinkler equipment is subject to freezing, it shall be protected by providing brat or insulation to maintain a minimum temper- ature of 400F. provide spare automatic sprinkler heads , head wrench and cabinet as spelled out in NFPA Standard #13. Gene Dirchill Sprinkler Specialist (,B:dm 1'1171 RECEIVED OCT - 9 1979 CITY OF TIGARD Thansmittal To_r_,,(T-u -no e- l L-Pi t')�_R'RMX6_ Date --LC-��-�--- Attn.- R E_�U t2 H A M . I-.l Ca LA I r4e�2C' t,l-rI-(L P-roi e c t n o. r We are sending you Q`herewith ❑ under separate cover vie___- _ ❑ shop drawings ❑ prints ❑ documents ❑ specifications ❑ catalogs C9,-copy of letter ❑ tracings ❑ copies date item �r Remarks �R._-L,�$.— --��.,._------- _ -- ------------------------—_ Kach, Sachs &Whittaker, Architects,AIA Distribution ,UI.T�-4WEST i-4 n.I N1JE .�r,�U ow October 4, 1979 ROSE BREEDLOVE & M:-CONNELL INC. CONSULTING Koch, Sachs & Whittaker ENGINEERS 620 S. W. Fifth Avenue Portland, Oregon 97204 19 N.W. 5th Ave. Portland, Oregon Attention: John Sachs 97209 Subject: Durham hall Business Center (503) 222-6886 Gentlemen: After phone conversations with you and John Reif of Tim Joist Corp. , we have agreed to the following revisions to the truss "B" loading as shown on Drawing S2. 1 . Truss depth to be 30" instead of 22". 2. The lower chord live load of 27 plf is to be deleted. Very truly yours, ROSE' , BREEDLOVE & McCONNEI_L, INC. By --- - 1 K. Dean JKD/cn ' 1244 Judson S.E. Salem, Oregon 97302 (503) 399-1399 '°'i3r:�";_`,4R1!�IFv1iN,�+'. ,+.�rr,'S� `!^^Vb'8��""`'�ilb.;ge�'a. "°#�,'. .dtW4g{ •jG'MY "°�"7..' +q-,. ., •+�`t'QI �� CITY TIGARD DATE- �� 19 C RuILDING PERMIT APPLICATION of - THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS ANb SPECIFICATIONS. OWNERPHONF - LOT NO r , JOB ADDRESS ti �V �: �� HOME ADDRESS �+ OWNER ARCHITECT 1�111rt )OL. Fj ` ENGINEER BUILDER _ ADDRESS DESIGNER _ STRLICTU_RE ❑NEW ❑REMO__DEL ❑_ADDITION ❑REPAIR _ ❑RENEWAL ❑FIRE DAMAGE DEMOLITION ❑_RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RFLIGIOUSOPATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE ❑_BOND_ 0MOVING ❑CONDITIONAL USE _ ❑DESIGN REVIEW ❑COUNCIL APPROVED —_ []SIGNS Ili-.4 _FIRE ZONE__ PLAN CHECK BY � _ HEAT_ OCCUPANCY.__-_--.–L_AND USE ZONE BLDG.TYPE_ oi)struGt Industrial UareJhouaa Ouliuil-lu a+ll ppr plarls i ; VOS SHELL ONLY, ::t:c:LspafICV PfIrmit will Ua i*SU#JU until t�ullc�in�__ Lift-- ,aP+�ty rt�ra ItJ!:�lJi."�Ir1141IL0 Priamits Ir6 ralu.Lr id on all 1nlP1:u.Vat0ant3* �t-k H.UlLDING 9CC.LQBD-- FLQ.4B_LOAD-----H��HL--- _ 0.STQRIES AFEA LEFT SIDE RIGHT SIDE BUILDING DEPARTMFNT SET BACKS FRONT ;'Li'-' REAR_—_ —_— — Permit _ $540.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check270.25 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Subtotal 10.75 J ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOI WAIVE -- 8 nESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER PLUMBING AND HEATING. State Tax — 21.62 u UiJ • / Total 832.37 r By APP1-CAN1—04 DEN f Approved Receipt No 330.5 _ PHONE DATE INSP. TYPE INSPECTION REMARKS _ PLUMBING DATE — f �� Contractor s V Rt6„a� A[0 Permit No. /qs zz 2•z/0 Rough-in C.w � Fixture ve\ -- _ Final -- - ( • i, HEATING -_ - Contractor -- -b Permit No.� --- ----- Gas or Oil --- —� - �- ---' Rough-in Fir el SEWER �- t Final DRIVEWAY —' —_ Final Stom Drainage (Rain Drain)Final Sidewalk •' - Curb R Street Final Approach BLDG. DEPT.FINAL TET�PORARY CERTIFICATE OCCUPANCY Final _.- ICERTIFICATE OCCUPANCY - Landscaping Zoning Final (' __ -�• is i 3 i ,. a i ktlt 2`2�74N• Kt l tt� Kt ,,t.,. NW Ru t'Oit 4tv Vitt`Itt,(:.i Srrs Vaoo w BUILDING PERMIT APPLICATION cOF TIGARD DATE ' ' 19 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE -- LOT NO OWNER,L JOB ADDRESS _ HOME ADDRESS ARCHITECT (� �s ENGINEER BUILDER �C,�f (Q,/q ADDRESS DESIGNER STRUCTURE ONEW 0 REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL [:]FIRE DAMAGE ❑DEMOLITION 0 RESIDENCE GCOMM OEDUCATIONAL. OGOV'T ORELIGIOUS OPATIO OCAR PORT OGARAGE 0 STORAGE OSI_AB OFENCE ❑BOND El MOVING ❑CONDITIONAL USE ODESIGN REVIEW OCOUNCIL APPROVED [:]SIGNS r CCUPANCY_ - LAND USE ZONE___=-. BLDG.TYPE 41 FIRE ZONE— PLAN CHECK BY. HEAT_ _-- 17'C 1,11PIk - Lonstruct si to work int;lgdinias Glsdink, Pay.4nEAl SJto'.fY7 ,;.Lsin )Vs t t., r� L�{��st�I �elL_I - �Ll.1 ��r_ nlrcr►� & HEIGHT _ NO.STORIES AREA ____NO.BEDROOMS VALUE' BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit -- ------ —---------- —— --------- - -- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 78,50 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE - — WORK WILL BE DONE IN ACrORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Wil H Sub-total 55,50 ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESIRICTIVF. COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax LICENSE, SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING ANO HEATING. Total 241.78 By I�1 -------------- --- ---------- APPLICANT O R A G E N l :3 Approved Receipt No a a REMARKS PLUMBING DATE DATE INSP. TYPE INSPECTION —_ - ` Contractor Permit No. Rough-in t — Fixture Final HEATING �f Contractor Permit No. -- Gas or Oil --- — --- -- Rough-in -- — Final —., SEWER — ---- - -- Final DRIVEWAY Final Stonm Drainage (Rain Drain)Final - ---� Sidewalk Curb&Street Final Approach BLDG. DEPT.FINAL T�NIPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY Landscaping +M+ Zoning Final . .. ... ........n,..._...�-... ........w......... ....nwn....tin........w+�nw ..wn wwww+n 1.11v tiM�w.r r..........• ..w .......,. n.r�,..nn.....nn www+•... �wnnn.nn.n .. Ih : t: ,.t, ,) ti' #{' t st �11 #3}t•r t ,#s'i++ {3' #t �t �1##� �(#i#{�I+�t ,.#. �t��yjl; .`�� ttht�l�� i � •.t{ I o t� 4�+ � { a{� �.?'i� ,i�# 61 BUILDING PERMIT APPLICATION �oF� TIGARD DATE�2 -, a THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BWNEERPHONE O OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER OWNER _._.�1'CIP3 E'LC.+II�i JOB ADDRESS LE]LtS:t_ X31.7 13h1��1__ HOME ADDRESS ---- ARCHITECT ENGINEER BUILDER ADDRESS DESIGNER ti1RUC1URE ❑NEW RF'Mf_1DEL El ADDITION ❑REPAIR ❑RENEWAL — ❑FIRE DAMAGE ❑DEMOLITION ❑_ GE[:]SLAB ❑FENCE RLSIDENCE COMM ❑EDUCATIONAL ❑GOV'T []RELIGIOUS❑PATIO []CAR PORT ❑GARAGE ❑STORA _ ❑BOND C1 MOVING ❑CONDITIONAL USE [-]DESIGN REVIEW— ❑COUNCIL APPROVED ❑SIGNS - Q(`CUPANCYUU- LAND USE ZONE- 11-4 —BLDG.T'YPE_— --FIRE ZONE- PLAN CHECK BY 1 1 HEAT _ E3L0�: D Cu�18tT'UCt Industrial uarohuue�� buildillu G. all utiii plena, & Loubs �r 10-owe of ijlt1::. ! . Nf,RMI t Cour 'o _SHF U ?N Y. No ficcunonPnrmit U � 11 :Jij laruwd until buildln Egete EAre & i_if , `'wf ety a,,.yrs rt.qu.il;emrin s, ''ormi tr, — uqu rp(j iii all tLaaritiim7ro nta, rm• } Sri* kti. Fa,Q9h LOAQHEIGHT ._ RI AREANOp�tQgMS VAt.U _ _ BUILDING_DEPARTMENT SETBACKS FRONISEE PLANNEAR LEFT SIDE RIGHT SIDE — Permit _ co ,__ E, PERMIT IS ISSUED SUBJECT TO THE R[GULAI'IONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check In (jo REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Subtotal ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 4 LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total ' bpi APPI_ICANt OH AGENT Receipt No na o�k� io pia f loer? /A- 77-Ea.•. SL4]__Q.d % /Q,.�o S•�r C •' � REMARKS PLUMBING DATE DATE INSP. TYPE INSPECTION ---- Contractor _ -79 Permit to �40 Rough-in —sem _de Fixture — Final - � HEATING �� IV t ✓.p I A,1-,L.9 Contractor Permit No. -, � �• /! ,!' w e /tsl— �ln+cbn� a Gas or Oil r /�/'VO Lv `'tom—z.L-�ICSi_��0��•/J _--_ — Rough•in Final - —�— SEWER— Final -- --"—--- DRIVEWAY Final - — Storm Drainage (Rein Drain)Final --- Sidewalk Curb&Street Final Approach BLDG.DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY - Landscaping Zoning Final 1;f u ti ifitfi ,i i. t - 74 . '�FFt + tj` t t i= .(di I' f t> e 1 `E �I is 3 i sQ MEMORANDUM ROSE. BREEDLOVE & MCCONNELL. INC. CONSULTING ENGINEERS 19 M.W. 5Tv AVENUE • FORYLAND, OREGON 97109 • (003) !!!.epee FROM Frederick C. Deis _ DATF May, 23, 1979 TO Koch. Sachs & Whittaker SuejEcT_Dltrham Hall Business Center 620 S. W. Fifth Avenue Portland, Oregon 97204 Attention: John Sachs Please incorporate the following revisions into the project: DETAIL 51S5 Add note: Wall plywood nailing - 10 d at 6 o.c. at panel edges to framing member, and 10 d at 12" o.c. at intermediate supports. ROOF FRAMING PLAN "S1" Revise note: Roof plywood nailing - 10 d at 6" o.c. at supported panel edges and 10 d at 12" o.c. at intermediate supports. This revision is for all buildings. /cn Tlransrnittal � �c.��-��_ Date J(" �.'L�� ' 1„�qc .-- 1i71_t --Project no. R E - - We are sent 9 you [wherewith ❑ under separate cover via_. LI shop drawings ❑ printer ❑ documents ❑ s oificstions ❑ cstalo5z E] copy of letter ❑ tracings --------- copies date item - - Remarks --- _ — — Koch, Sachem �Whitt�ker Distribution rchitect AIA AVENUE ----------- --------- pr1fT�_A ... by -- Koch, Sachs &Whittaker Architects, AIS`, 620 SOUTHWEST FIFTH AVENUE PORTL AND,OR. 97204 22B-7571 5/17/79 ADDENDUM #2 DURHAM-HALL BUSINESS CENTER ALTER DRAWINGS AND SPECIFICATIONS AS SHOWN BELOW: SPECIFICATIONS General Notes and Specifi( ations, Sheet A9: Delete Section 1 of Division 6; see instead Timber Section on General Structural Notes, Sheet S1. DRAWINGS Sheet S1, S2 and S3 - Foundation and Roof Framing Plans: All shear and bearing walls are shown and detailed. For nonbearing partitions, see architectural details. Note that west wall (interior) , Bldg. "D" is an area wall, not a shear wall, and requires no footing. Sheet S4 : Delete reference to Sheet S4 on Addendum #1, and instead: 1. Section ll/S4 below 6/S4: a. Revise Section ll/S4 to 11B/S4 . b. Revise each B-1/2" dimension to 10-1/2" (2 places as shown) . C. Revise all 3/4" diameter bolts at side plates to 1" diameter- bolts (2 places as shown) . 2 . Section 12/S4 and 1.3/S4 : Revise all 3/4" diameter bolts at side plates to 1" diameter bolts. 3 . Section 2/S4 : Add note: Provide double beveled 3 x 4 blocking at ridge glue-lam girder along grid "C" between trusses as dimensioned (14 '-0" minimum) . Nail plywood edges to blocking according to "Sheet Sl" roof framing plan note. Flail blocking to glu-lam with Simpson A35 at 16" o.c. '1'irmansmittal To - ' —_._^ DateE-2IZL�:7 9 A t t r i Project no. We are sending you E herewith ❑ under separate cover via-- El ia _❑ shop drawings ❑ prints Ci'aocuments ❑ specifications ❑ catalogs ❑ copy of letter ❑ tracings ❑ _-_ copies date item Remarks I Koch, Sachs &Whittaker Architects,AIA Distribution bPH 5OIJTH\/ rl'.T 1 J F�I if Pura r L ANb,Orn LI-2o,a � Koch, Sachs &Whittaker Architects, AIA 620 SOUTHWEST FIFTH AVENUE POfTTLANO.OR. 97204 226-7571 Addendum 41 Durham-Hall Business Center GENERAL Alter memo dated May 9, 1979, "Instructions to Bidders" to include the following: 5. Bidders will provide an estimated time reRuired to complete the work and an approximate starting date. 6. Contractor to allow for payment of all fees necessary for securing permits within his bid. Successful bidder to reimburse architect for permit fees previously incurred on this project. (Fire and Life Safety Check, State Fire Marshal 's office. $554 . 80) 7. Provide an alternate price for roof decking using 3/4" plywood in lieu of 5/8" . SPECIFICATIONS General structural notes, Sheet S-1, add to timber section, note 3 : Provide and install "ply clips" at unsupported joints of roof sheathing (2 per joist space) . DRAWINGS Sheet S4 : Detail 11/S4 - Change note reading " (2) 3/4" dia. bolts" to read " (2) 1" dia. bolts. " Also provide 2 x blocking between joists at top of glulam girder. Sheet A9 : G. L. Conn. Detail - Alter detail to provide for cast-in anchor plate witii mounting flange to be welded after erection. (To be detailed. ) I �I NOTICE OF PLANS REVIEW • DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION y i� ROOM 376,STATE OFFICE BUILDING,PORTLAND 97201 (THIS IS NOT A BUILDING PERMIT) ..,..,.+. unrr TarTSTNESS CENTES Qilsrva-'�fi`s 5 5W 85 TIG_ARD __ No.T9- Building Bu ldinq Address 1,000+000 Plan pee 554.80 1 Const. V-N Sound Value County WAGHIN=N_ occupancy B_? 5-10-79 New Bldg. $0 Addition ❑ Alteration ❑ Date Received Architect . JOHN O. BACHS WNPP 6-12-79 GEORGE EDEMS 309 SW 10TH AVE, LAKE OS"17AteT Reviewed _—__ Address ._ 42 owner 1 NS 14 ft. 14 40 NS Attic 2'+--/ 1-2HR Fire Esca es Exits —.—/ Tot.width 1 Are —Fire Wells p Stories Main Fir. Bailment Ht. Stops NS I NS -- Nt / --- Sprinklers X / -- / NS Man. Alarm NS S.P. N5 / / Stairs / — Vert. Shafts Int. $12 IS Ext Closed No Yes Area Cpv NS BU —_Str. Members 11 Closed NS Floor CONC Ceiling (G� Roof Ext. NS / Ht. DWNS /Type / Area Covd. UMIT GAS CONE¢ No. NS Type flue NS Type Htg. System — --Fuel — - Well cover WOOD / CON_ GX?. rm. encl. — Ext. Int. regulations of Oregon admin- The submitted plans have been reviewed for conform28 with fire protection statutes and it istered by this office. Items No. 11. 17, 26, checked on the enclosed list are applicable ulationse Apms aroval ofnd any ssubmiltted plany noted s svnotnan approval nof incorporated the project to meet current fire protection g , oversights b this office or of noncompliance with ah a licable regulations of local government. OF ERING REMARKS: A) THIS IS A FIRE AND L_—IFSAFETY Z REVIEW2. T-HfSO�IEW S 5 �2�T NFI — A NEW BUILDING IRIpICA'^ED TO BE—IN FI AND LIFE SAFETY PORTIONS OF THE 1976 EDITION OF THE STATE OF OR�G�N ST�tUC'i�RALJ SPECIALTY CODE. TENANT MODIFICATIONS SHALL BE S B ` D B) THIS REVIEW COVERS ONLY THE BUILDING SHELL, TO THE AUTHORITIES HAVING JURISDICTION. C) IN AREAS WHERE MOTOR VEHICLES, BOATS OR AIRPLANES ARE STORED, FLOORS SETAL�- - Examined Copies to: FILE r APPLICANT DEPUTY F SFMF OWNER BLDG DEPT, FI D sv 6ses•Bt6C DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW ROOM 376,STATE OFFICE BUILDING, PORTLAND 97201 (THIS IS NOT A BUII.DING PERMIT DURHAM-HALL BUSINESS CTR BLDG_A,_16285._SW_85TH. TIGARD No. ]�=�6-- Building — - Addres+ Building TO AN APPROVED OIL SEPARATORTRAP AP DISCHARGING TO SEWERS IN ACCORDANCE WIT_H THE PLUMBING CODE. SEC 1102-B-2. STORAGE AREAS IN EXCESS OF_1000 S UARE FEET I_N_CONNECTION WITH WHOLESALE OR RETAIL SALES, SHALL HE SEPARATED FROM THE PUBLIC AREBS BY A ONE_-HOUR FIRE RESISTIVE OCCUPANCY SEPARATION AS DEFINED IN CHAP_TER_5. SEC 1102B E) HEATING APPARATUS WHEN INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE — RA MECHANICAL_CODE. _SEC 1_108 F)__-WO_ 5TOG_E OF_VOLATILE_F_LAMMABLE_LIQUIDS SHALL BE ALLOWED AND THE H_AND_LING AND USGASOLINE, FUEL OIL AND OTHER FLAMMABLE LIQUIDS -SHALL NOT 13E_ PERMITTED UNLESS E OF _B.C. STANDARD No. 10-1. SEC 1108. SUCH USE AND HANDLING COMPLY WITH U. _.. G DEVICES GENERATING_A_GLOW_OR FLAME CAPABLE OF IGNITING GASG_LTNE_VAPOR SHAY�L NOT BE INSTALLED OR_USED WIT_HIN_18 INCHES OF THE FLOOR IN ANY ROOM IN WHICH VOLATILE --_ FI,AM_MAHI,E LIQUIDS OR GA5 ARE USED OR STORED. SEC 1108. -- ---- - - ------ ------ - - - - ------- 1i� H-UILDING5 ERECTED OR CONVERTED TO HOUSE HIGH-PILED COMBUSTIBLE STOCK SHALL - -- ----- --- COMPLY WITH THE FIRE_CODE_. SEC- 1108'. _ _ -- I E PLANS ARE ACCEPTABLE A5 HAVING JSUBMITTE_D SUS.TECT TO THE REMARKS NOTED5ABOVE AND THE _ APPROVAL OF THE AUTHORITIES U1tISDICTION. — DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF FLANS REVIEW ROOM 376,STATE OFFICE BUILDING,PORTLAND 91201 (THIS IS NOT A BUILDING PERMIT) Building -DUB+,HLX--TIATL_BUSINEES-SENTER-BLDG R T J;7RS SW 8';T'TT*--TIG ARTS No. 79-5A6 Buddny Address CountyWASHTN ,TQN Occupancy B-2 __ Const V-N Sound ValueSEE ORIGINAAbn Fee _ ` Arclll1tect IQIiN Q- SBCi�S ___.____ New Bldg. 9 Addition ❑ Alteration ❑ Date Received 5-10-79 Owner GEORGE EDEMS Address 9 SW 10TH AV. LAKE OSWEGPate Reviewed 6-12-79 Stories _�— Area 14 40 NS Attic 21+ _/ 1 Fire Welb1'2HR Fire Escapes NS Exits 14 / 42 ft. Mein Flt. Basement Ht. Stow Tot.Width l NS '- !LS—/----.— X -7--- / NS Man. Alarm NS S.P. _NS / ---/ NS Stairs Vert. Shafts . Sprinklers NSClosed NS -- Cggd ftC Yes Area e�fd,NS BU Int, fine Ext. Ext. / — Mt. Det. / / sv _ Floor C:VN Ceiling / Roof Str.Members �jI No. r Type Area eovd. Wall 9ii 00D / CONC/ XPm. encl. _NS Type fluo— NS Type Mtg. System _ UNIT Fuel GAS i Ext. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. ____11, 17, 26, 28 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with tiny applicable regulations of local government. REMARKS. THIS IS A FIRE AND LIFE SAFETY PLAN REVIEW COVERING THE CONSTRUCTION OF A NEW BUILDING IUDICATXD TO BE IN FIRE ZONE 2. THIS REVIEW IS BASED ON THE FIRE _ N LIFE SAFETY PORTIONS OF THE 1976 EDITION OF THE STATE OF OREGON STRUCTURAL — SPECIALTY CODE= _ B) THIS REVIEW COVERS ONLY THE BUILDING SHELL, TENANT MODIFICATIONS SHALL BE SUBMz-TTJD TO THE AUTHORITIES HAVING JURISDICTION. C) IN AREAS WHERE MOTOR VEHTC!LES s BOAT. OR TRpLANES ART•" SORED, FLOORS SHALL DRAIN Examined b Copies to APPLICANT. DEPUTY, SEM, OWNER, BLDG DEPTr FIRE DEPT,_ EL PRS.2 gP-26585.011 DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF FLANS REVIEW ROOM 376,STATE OFFICE BUILDING,PORTLAND 97201 (THIS IS NOT A BUILDING PERMIT) W r��'n�17�tu1_ ut►TT BUS RS CTR BI�yG$ �_6 �2 SV�65TH_,_TIGAR _ No. 79-5E36 _ BuildingLiuwsy:ai Address Building __ TO AN APPROVED OIN.L�EpARAT0I2 OR TRAP DISCHARGING TO SEWERS IN ACCORDANCE WITH _ THE PLUMBING CODS SEC 1102-B-2. - D) STOGE AREAS IN EXCESS OF 1000 SQUARE FEET IN CONNECTION WITH WHOLESALE OR RA RETAIL SALES. SHALL BE SEPARATED FROM THE PUBLIC AREAS BY A ONE-HOUR FIRE RESISTIVE OCCUPANCY SEPARATION AS DEFINED TN CHAPTER_5. SEC 1102B _ E) HEATING APPARATUS WHEN INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE - --- MECHANICAL CODE. SEC 1108. ----- - -------- -----------.-._ ��.^--—__ — I -_NO STORAGE OF VOLATILE FLAMMABLE LIQUIDS SHALL BE ALIAWED AND TH_E_HANDLING AND _ USE OF GASOLINE, FUEL OIL AND OTHER FLAMMABLE LIQUIDS SHALL NOT BE PERMITTED SUCH USE AND HANDLING COMPLY WITH U.B.C_. STANDARD NO. 10-i. SEC 1108._ _ 01 DPICES GENERATING AGLOW OR FLAME CAPABLE OF IGNITING GASOLINE VAPOR SHALL-N-6'f BE INSTALLED OR USED WITHIN 18 INCHES OF THE FLOOR IN_ANY_ ROOM IN WHICH VOLT1 f+ -- FLAMMABLE LIQUIDS OR GAS ARE USED OR STORED. SEC 1108- _ litLDINGS ERECTED OR CONVERTED TO HOUSE HIGH-PILED COMBUSTIBLE STOCK CQMPLY WITH THE FIRE CODE. SEC 110b. SL— _PLANS_ARE. ACCEPTABLEAS SUBHITTED_SUBJECT TO THE REMARKS NOTED APPROVAL OF THE AUTHORITIES HAVING JURISDICTION. — fi DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW �y( ROOM 376,STATE OFFICE BUILDING,PORTLAND 97201 (THIS IS NOT A BUILDING.PERMIT) 4vie17 DURHAM-HALL BUSINESS CTR BLDG C 16285 SW 85TH, TIGARD __ No,79-586 Building Building Address — WASHINGTON B-2 _ Const. V--N Sound Value ';FP ORIGINlIl+e Fee County Occupancy New Bldg. M Addition ❑ Alteration ❑ Date Received 3M1 0-79 Architect6-12-79 GEORGE EDEMS Address — 809 dtl 10TH AVE, LAKE OSWE9�e Reviewed Owner_ 2s+ 1 Fire Wells 1-2HR Fire Escapes NS —Exits 16 / 48 {f, 16.800 i NS Attic —_�-/ Tnt.Width Stories 1 Area Main Fir. Basement Ht• Stops _ X —' NS Man. Alarm NS S.p. NS / / NS Vert. Shafts NS --- Sprinklers / /---- Int. Se Ext. Stairs No Y's Area Covnr d 'Closed Closed NS / os Ht. Coat. "S_/-=-/-Area NS Floor Ne CeiIIn�YP AS Roo{ BU Str. Members Ext. Type Covd. GAS Class No. UNIT Fuel Wall COD / ION -/"WA. rm. encl. _NS Type flue i Type Htg. System The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. �+ checked on the enclosed list are applicable. These items and any specially noted provisions must be inco•porated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of nolTcompliance with any-applicable regulations of local government. REMARKS: A) THIS ISA FIRE AND LIFE SAFETY PLAN REVIEW_ COVERING THE CONSTRUCTION OF _ A NEW BUILDING INDICATED TO BE IN FIRE_ 20NE 2. THIS REVIEW I5 BASED ON THE FIRE — J_ AND LIFE SAFETY PORTIONS OF THE 1976 EDITION OF THE STATE OF OREGON STRUCTURAL _— SPECIALTY CODE. — TENANT MODIFICATIONv; Sti>AI,L BE _B) T, HIS RE"*E''3 COVERS ONLY THE BUILDING SHELL. — __S,�lj1M=LD M THE AUT ORIT11_ —) I �`!RD=C L(aN. FIAORS SHALL DRAIN sl—��g�$_WF,LFt�R MOTOR VF'i'T •F�a. BO�IT5�8-BT p .nNF.R ARE STORED. Examined b +- -- APPLICANT, FILE, DEPUTY, SFM, OWNER, BLDG DEPT, FIRE DEFT► ELEC Copies to: — iP 63 3.814 FIRS - - -- - - - - ----- -. 1 i DEPARTMENT OF COMMERCE—PIANS NEVIEW SECtION NOTICE OF PLANS REVIEW '- ROOM 776,STATE OFFICE BUILDING,PORTL;olu 97101 OHIS IS NOT A BUILDING PER.Alt) _ No, 79-586 Building — �� A�a��rc�is�TT�RIY, Building TO AN_APPROVED OIL SEPARATOR OR_ TRAP DISCHARGING TO SEWERS IN ACCORDANCE WITH_ ----- THE PLUMBING CODE. SEC 1102-B-2 _ D) STORAGE_A_REA3 IN EXCESS OF 10_00 SQUARE FEET IN CONNECTION WITH WHOLESALE OR _ RETAIL SALES, SHALL BE_SEPARATED FROM_THE PUBLIC AREAS. BY A ONE-HOUR FIRE RESISTIVE_. • _ OCCUPANCY SEPARATION A9_DEFINED IN CHAPTER 5. SEC 11028 E) HEATING APPARATUS WHEN INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE MECHANICAL CODE. SEC 1108 F) NO STORAGE_ OF VOLATILE FLAWABLE LIQUIDS SHALL-BE_ALLOWED AND THE HANDLING AND__-_ USE OF GASOLINE FUEL OIL AND OTHER FLAMMABLE LIQUIDS_SHALL NOT BE PERMITTED UNLESS _ SUCH US_E_AND_HA_NDLIN_G_COMPLY WITH U.B.C. STANDARD NO. 10-1._-SEC 1108. _— _ ATING A GLOW OR FLAME CAPABLE_OF IGNITING GA.�OLINE VAPOR SHALL G) DEVICES GENERATING NOT BE INSTALLED OR USED WITHIN_18 INCHES OF THE FIAOR IN ANY ROOM IN WHICH VOLATILE ---- _ FLAMMABLE LIQUIDS OR GAS ARE USED OR STORED. —SEC 1108 _ .__ -- --- H) BUILDINGSRT _ERECTED OR CONVERTED TO HOUSE HIGH-PILED COMUSTIBLE STGZK SHALL COMPLY WITH THE FIRE CODE. SEC_1108. I) THE PLANS ARE ACCEPTABLE AS_SUBMITTED SUBJECT TO THE REMARKS NOTED ABOVE AND THE___ _ RISDICTION. PROVAL OF THE AUTHORITIES HAVING JU AP _ DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE OF PLANS REVIEW ' ROOM 376,STATE OFFICE BUILDING,PORTLAND 97201 (THIS IS NOT A oUILDING PERMIT) 7j`586 BuildingDURHAM-HALL BUSINESS CENTER BLDG D 16285 SW 85TH TIGARD No. - Building -- Address SEE ORIGI County WA_gBIITG. 0N— Occupancy R-2 _—_- Const. V-N Sound Value ea -- Architect JOHN 0. SACHS __ New Bldg. 12 Addition ❑ ❑Alteration Date Received 5-10-79 •nt^MS _ Address 309 SW 10TH AVE, LAKE OSW&CrQ Reviewed 6-12-79 Owner _.��E_ r - - Storms 1 Asea 16,8_00 NS Attic 21+ / 2 _._Fire Walls 1-2xRFire Escapes NS Exits 18 54 Tot,Width ft Main Fir. Basement Ht. Ston& NS NS -- NS Stairs - NS _/- — Vert. Shafts NS / Sprinklers _.X __/ ` /.N3_ Man. Alarm S.P. C..... Yes Area Int. Size Xt. NS_. Cio CC C WP;l'NS T Ext. _/—.-- Ht. Dot. NS j-_ / .9 Fluor -- Ceiling Roof BU Str. Members Cues No. Type gr�eCovd. GAS Wall c NC �A CONC G rm. encl. N Type flue _ NS Type Htg. System — UNIT- Fuel Ext. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. 11, 17, 26, 28 - checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is riot an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: _Al_ .THIS. ISA FIRE AND LIFE SAFETY PLAN REVIEW COVERING THE CONSTRUCTION OF A NLV BUILDING INDICATED TO BE IN FIRE ZONE 2. THIS REVIEW_IS BASED ON THE FIRE i AND LIFE SAFETY PORTIONS OF THF 1976 EDITION OF THE STATE OF OREGON STRUCTURAL SUCIALTY CODE. -- li) _TFiI"iBEVI COVERS ONLY THE BUILDING SHELL, TENANT MODIFICATIONS SHALL BE _SVr,MMMnTL TO THEAUTHORITIES HAVING JURISDICTION. VEHICLES. BOATS OR AIRPLANES ARE STORED., FLOORS SHALL DRAIN Examinedb _ C APPLICANT, FILE, DEPUTY, SFM, OWNER, BLL'G DEPT, FI - rr Copies to: —_ - ---- ' SPe26585414 hN5 1 DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE THISI OFT PLANSP�REVIEW Ri;UM d/h.STATE OFFICE BUILDINCG, RrIAND 97201 —T�;, T CARD No 7 -r �t�*M �r'�.��.Q rmLDG D^ 16285 Sti - B id nrl U�-1jA�j�,t.-BUS�+S- Address Bu ld ng TO AN APPROVED OIL SEPARATOR OBR2TRAP DISCHARGING TO SEWERS TN ACCORDANCE WITH TFIE PLUMDING_ CODE. SEC 1102 D) STOfc�1GE AREAS IN EXCESS OF �D0___ 0 SQUARE FEET IN_CONNECTIO____N STHOLESALE OR___— RETAIL_SALES, SHALL $E.SST ON ASA ONE- TED FDEFINED IN CHF►PT RPUBLIC A 5.81 SEC 1102B R FIRE • RESISTIVE_OCCUPANCY_SEPA ;) HEATING _APPARATUS WHEN INTALLED SHALL CONFORM 20 THE REOUIItEMENTs MECHANICAL_CODE.--$Z911—Q8---- _ LING AND NO STOJ?AG_E- OF VOLATILE FLAMMABLE LI UIDS SHAlli E IDS HALL NOT BE HANDLING 1 USE OF GASOLINE. FUEL OIL AND OTHER FLAMMI�BLE NO — UNLESS SUCH USE AND HANDLING CF DYC LUE'QFCEGNITINGRGASOLINEIVAP R SIHALL�NOT BE — -- - DEVICES GENERATING A GLOW_OR _ - INSTALLED OR_USED WITHIN 1P INCHES OF THE FLOOR SECN1108 ROOM IN WHICH VOLATILE_. --�— FLpMMAF3LE LIQUIDS OR GA9-ARE USEp OR_STO_ RED•_- --- }1) -PILED COMBUSTIBL1t STOCK SHALL BUILDINGS ERECTED OR CONVERTED TO HOUSE HIGH —_— COMPLY WITH THE FIRE CODE. 1108 _,_ _ -- I� THE pLB`TS_ ARE ACCEPTABLE AS SUBMITTED_SUBJECT TO THE RF.DSARKS NOTED ABOVE AND-THE APPROVAL.-OF_THE AOTHO iTIES HAVING JURISDICTION. Adopted 1-1-78 DEPARTMENT OF COPL`4 RCE Fire 6 Life Safety J�� PLANS REVIEW SECTION Plan Review Number-1-1-L-51611 umber�1- 5 .5� CHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQ11IREMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, 7 MUST BE INCORPORATED INTO THIS PROJECT. Approval of submitted plans does not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. 1. Structure required to be Type throughout due to area, _____height, occupancy, Fire Zone. 2. One-hour fire resistance rating required for all interior construction. 3. All living units required to be completely separated by one-hour fire resistive construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 5. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6 Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furrace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of one-hour, _ two-hour fire resistance. Access ways to such shafts require self- closing and latching Class B fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1706 S. Attic areas require draft barrier: as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided) Sec. 3205 9. Voids created by ceiking-floor systems require draft barriers not exceeding each 1,000 square feet.. Sec. 251'(f) 10. Building pro' inns ich aE. balconies, eaves, overhangs, etc., require fire protection as per 1976 State rral Specialty Code, Section 1710. 11 Fire stops, • .nq or framing meiabers pierced for utility runs require packing to equal fire resistance .1 such piercing. Wood frame construction requires firestopping of both vertical arn. rontal draft openings at maximum intervals c-f 10 feet. Sec. 2517(t) 12. Corridors re. . at least 6 feet in clear width. Drin%inq fountainR or other equipment may not operate manner which would obstruct the minimum 6 foot width. Ser_, 3317 13. Handrails are r •bred on all stairways. Stain,ays over 44" wide nee(' handrails on both sides. Sec. 3305 14. Open stair railings and guardrails shall have intermpdiate rails or closures with no openings large enough to pass a 9" sphere. Sec. 1716 15. Exit oocrs from lobbies, corriaors and rooms with potential occupancies of 50 or more ar. required to swing in the direction of exit travel. 1,ec. 3303 16. Exit doors from lobbies, corridors and assembly areas require panic hardware. ].7, hardware for all doors required for egress is required to be of sirpl- type having no pro- visions for Io_Ring against egress, with obvious method of operation. Flush bolts other than listed auto-a'-ic are not acceptable. Sec. 3303 (See exception) 19. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or. beds. Sec. 3318 19. Sleeping rooa9 require at least one window readily openable from inside without special tools and providing a clear opening of not less than 5.7 square feet. The minimum net clear opening height dimension shall be 24 inches. The minimum n_t clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not rore than 44" (inches) above the floor. (Over) O 20. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F for one-half hour. Sec. 4202 22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof, Sec. 4205 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 24. Standard seat row spacing must provide a space of at least i2 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(j) 26' Heating, cooking, air conditioning and similar service equipment are required to be approved and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized safe practices. The installation of ventilation systems is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. 2- A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate water tank part or in port for hot water line. Shutoff valves may not be located between A water tank and relief valve. 29. A firefighting water supply is required within 500 feet of building that is capable of producing 500 qpm (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water nupply as required. 30. Interior wet urdpipes at least 2 inches in diameter located and equipped as per Se 3804 are required uplinqs and connections required to be American National Standard Thread. Where standpi are served by sprinkler pipinq, see 1973 NF'PA Pamphlet #13, 3-7.7. Sec. 3804 31. Approved auto"at is sprinkler protection throughout occupancy is required. 32. Approved auGnrtic sprinklers are required over and under stage and in Ali auxiliary areas, including dres ,ing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators dinplacinq at least 5% of stage floor area, operable by hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-06) 34. An approved fire alarm system conforming to 1972 NEPA Pamphlet 472-A with signals audible t1•.eo.9hou!. t.ti'.3ing ar.A _sn9iny sc^ttnrs mAIA ^t ♦,i oxite from each floor or area are required. 35. 22" x .0" access to attic Spaces is required per Section 3705, 36. All exit doors and access ways thereto are required to oe identified by approved electrically illuminated signs served by two circuits with one separate from all other circuits. Sec. 3312 37. An emergency pcwer system is required for the gymnasium, auditorium, building to maintain exit illumination for not less than one-half hour in event of I public utility failure. Sec. 3312 38. Fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc. , approved for such mounting, or installed to provide at least one and one-half inch air space between the fixture housing and combustible material. 39. Conformance with all requirements for the removal of architectural barriers to the handl capped is required in compliance with Chapter 31. NVrE5: 1 LoCA1 regulations or insurance standards for most favorable insurance credit may, and oft,!n do, exceed tuese minimum State requirement.-q. C This revrew does not cover O.SJ.A. (n.S.H.A.) rrquletions. ""1 This review does not cover Medicare-MAdicaid regulations. 4. Oregon State Health Department. P-UC,-r L�F-A L CA 10 0 �..- R- U T2IIA,�n e. Oro 4� Kr , i, • 4` � ►�1= 1/ 404-�) 2 ne ,'a' T57 4- '• 157 '—� ; 11 L' c 7 � 0 _..... ........._._ S1V'i z Z _ r r� it lip Pc CAP" �8 r, LOY ' r FILE NO. SHE"NO._!Xl ROSE' , BREEDLOVE o, MCCONNE'_'_. '%C. Fes' a �- MADE 9Y_ �+� ,_r._ DATE CONSUL'"WG E' 6' CLIENT r if" VA1...4.. 1� •' P _ a � f ov 14 ,r —121 S _j am g5/ /� �,4 r• ( � 9 Jf n •+-� S ,L�J3�►r= 3 �1�1» 7SCs.029'�C/ s 2.1-14-?00' � ?a ?; J - -) Q ,• o4. s y�2�• FOIE NO. SHEET NO. ROSE' . MEOLW w MCCCMVEL'_, INC. MADE er =G DATE SIL :7NSUL*-ti, !.NGTNC:RS OQA7� yn, OREr'�v iRC:ECT i��w�/+. � Al 1r� �• r Q Y5 <_ I 44%) C.�-ate) z .�.a3 SR 'L�.�"'C z•�� .r S�,G C I.�•) f 24 G I A. 4.9Z— Z ho uc.1 Me-) C'...• lr., 4 i 1 w 3 ti l�n �'�„.. �./..�,I.d P -r'� 'tom) O�a'�. �/ .L� .. �./s I, Ct►M�r J,�.'' C� S� ► `r o l ' fllE NO. --SHEET 1O. ROSE' , BREEDL , P. McCONNELL, :NC• MADE er 00 C� DATE CONS.LTING ENGINEERS GLINT DOr''LANN Paojtct ! . r Cer+ be FILE NO., SMEET NO. & 'rcCCNNEL'-, INC. MADE !AyC;''7 .�.._-w►TE — CC'NSU!7{VC E'vaINEE�:S CLIENT ---- ^.R%AND, OREGCN °rto1EC' �-"n►I. '' •I '•• �I a 1� I � ' ' 3 1 i u 1 ts J 4 y 1 ' o 3'!S J,fk A. I Z (� f TIIF NO. W!rl NO, 1 .7 ROSE' , 8?��DL^VE t -ftCONNELL, :NC. MADE e,, �C �Si�L-;WC '_'v;INEERS r.IENt -- , r ,I f I jpAsk. A c�•t�Xze)•-u�,G�l !�: �ss �Z 4��'1.0��-�-�•��I s 3 E 1 IT41 i _ .� ._..L.,,.... y C^-1�,3)C�,$) _ 9 fir• ,� A r w yi y Com')(-9) .�. l n FILE NO. SH'Et NO. 1 BREEC.r` c C McMNEUs 'yC• mADEev '"c p"'E CONSLIl.-AG EWGINEERO 'tIEMtYocL OREG^NI �,k ppP,rLANC, e Q G x Nv, I DF J ' �s s� >L �' L27'7 qeo 1 ,n 07 '� C,x.•�- t..t� mow. �� 1✓"t r 1 I +`� 1dA�r 11 •1-(�'� ��i C� r'I -3�S f c. •; ; 3.cxezz) C�� PILE NO, SHEET NO. - 44SE' , �,.• SOL'' E R ,'cCONNSLL, INC. MADE BY CONSULT ENGINEERSCU ENT . 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AAAW By FG `� DATE aiENr iUL"ING ENGINEERS IrN17 UoG e AMA r/S OS9ur+^C� `J couM"i on z k 3 N n ""'" =>x" X 3,1+ V• It(-ALSO , k'" k. h� K .......... _. ntt No. saw ac. - ROSE' , McCONNE!L, AD < Cm.NSULT:NG 71NGINSERS alar - PORYL' NDN OREGON ►�atc* � .. -,; t"s'.','�'."�',:."u'r;..4-_.«-<-.':�.:rel"'' pw�'• . _ _ _ . S I o ti L.Z - 'Ale k'o -2o'?S 1 '„ Ing.+ 5C'�i asa,c 0.4-7. pti (819AZ LoA '•�� AGls:y' 2. 1;� o,�g �V.•��Ct. 5� -+�,��(Z;i37� 4,0r'5 auk BI?L_n'.QVE McCON117U., INC. �-• MAVF By p41r �--- CLIONT S oROJER da J 0 C„�C(L �� I N'y`7(��_ CO/1"'t'Yb I'•L G�i C �f��•O Ct?•��S/ (.0,7o X 11 M e J, 1 r 12)� God „ '� •�[.." "rj, 7 • tI�� -.. !/ 7,IF6 Ile N.r• , F ol ) 71(•d 04) v .00 rt!No. SHEET NO. INC- MADF By . E'6,AE{AS WENT += PROJECT r r� r nX �� 717 _ P> 1 a P3 n. I �1 r c � If,CA ..--- � ,fir. � �% ii •�• �,1 V` � ms's Id-�3•y I � r „�S h `I i r �. ► C-LE NO. SHEET nn C n rF bA'E M CONNELL, ��C� MADE 9Y ,�Rr_;,��,, )P•EGON vROJECT C��.�-�:+ � N ori.-� •� ,�-a x.11" ,`7)( L y); 42�3 .try, li • i .a...any..y �-d!.1� r l ass 0.64? r n..C�0 3 3�.; C,,. O.o•=�I 1 , 4i. ,� -� ��•o'er t �.,��.c-��l � z,«�,,. �.�'!'f •, .�.�:4n. had-,.- ��3� �9oJ� ''" Ge� r'�+ 2-�`� '�1 e�++�.. ��'. �p r ' r �- � FILE NO. - --SHEET 40. - R^SE' haEEOl4VE & HCCONNE'.'.$ T'VC• MADE Py__r- D .�.� DATE G•'} "'"i C04SULT:NG ENGINEERS �2s• �•� ��l'*'T/�r4F = r DORTLAND, OREGON F�o,Ec►_ -L�•,r.. ��1� �4'��'-_.______ r� � 1 I r •1� f --------------- Ww- ............. 1iv0bv. ;,'�»I(:ter�'�70f•' ' r'^ 2'Z �r.-- `, CS Was- 277_., •E'= i FAA No. smut Ho. DATE .L "• RASE' + ogcrr_pVE w McC04ELL, NC- MADE sr -jNSU'."`!NG ENGINEERS OREGON ,Rw� N— S 'ci—1 ,. 190,4' 14 L " ,7000, ALL � ti a Al.�-.lam•.,��«. ep FIDE No. L4W NO. per M NNE�L INC. r' `�.. ROSE' , 9 CLOVE cC0 *ADD er 'FG ,L�NSL'LT'.VG ENGINEA.� CLIENT � N �� lr �yrl � _l „-. .! `�•-,'• aOrt'-AND, OREGON r110JER r k y* (,O.p7J�^ s(J4-,o!(a, )''� r�7o) '�i�) ) i�Cro/-1 �� u�..�.�•1 S,' ('`'�- - `�- MIA NO. ROSE' , WEDLOVE ' mcC^k''4E'_L, INC. supe �� a►n '�. ��•'�'" OONSL -r-NC E','INEERS coat � U.,o 1 c. PORTLAND, OREGON h~` L?A Al- I �l 4�.• �N T �„ ALL �o _ m-- C�o� 2 > — ��° �z o -415,7 1 -70 Zg So i S,7 Z 7) 1.� 4 Pie-* .I')'t Lac r K,. FILE NO. SHEET NO. INCuunE erCG rr> DATE 9REE0!OVE & Ncrn.NNEL! CONSULTINE",:i.NEERS cven^ 4'e'.�°-+--� VV G !PORTLAND, OREGON vROJECT A.4— G 'y 7Z w I' L Z ' ( 7io) r' Al 7- Zs 17oJ (v .. SSG, S r FILE NO._ SHEET NO. �'• �? 'LOSE' , RREVLOVE & MCCONNE'_L, INC. MADE BY Gc� �,��(�_' CONSULTING ENGINEERS n,E,,T Ili• u �w �� •� !";"��` ,,;, POR-LAND,. OREGON vin�tT 1 "73 �l� �' Q200 I C b)S I Go roc 27 �� ,n e"►34- �2� � - �"' �ApER s !re. r ^ Ix 7- Ao ILI too) ST=4 Z I �' /+ -_' -', ter ,� �'" I )C►,�!',�(l,+jo►� 1 L�'' I of G G r. ' .•. J I Veo FILE NO.. SHEET NO. 3REEO►.OVE R McCONhEII, INC. GI _ � CONSUL'YVG _NGINEERS MADE er DATE PORt.ANQ, OREGON CLIENT �� K.N •1rTAi t 'tc9fc? ✓JCA— 4;AL r.. oal WA LL Lo �zxA.'l 91 = 3+za 94,7,d t Or , r f or tui'' bJoar SHEET NO. FILE NO. ^� DATE:"t ^CSE' , "R""nLQVE McCCN�IELL. 'NC. MADE 8Y IT-/ ;nN. "NG ENGINEERS CLIENT �,/� �j�y�►�Fc� L-?R- oCP':.AND� OREGO4 Co�. — r ��'i .ter; ,4-►x l xiZ 'moi r, - E.vi. Z4a, - c' -7 Col . _ Cx 11 MV Z FILE NO. SMW NO• ' --�q R�;E BREr�LOVE 3MtCO^11�TL'_, !�:. L.«a! r+l DATE�� - --�—�--- CONJ:'I.++NG ENGINES ✓ 1S STT {LrT1`_ CLIENT ti%' POR%AND, OREGON! ' �►. �1.- PROJECT�u 1 •-�'M At•1. � 5t1•."`'�S �