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6830 SW BONITA ROAD " 4 a i r A ON : :c ts- ._; _1 W 1-4 OH Jill r rj J `J t Ij i tai ve cd Q5 �• t�; � �, j:; r • � I r �. H 1 I ° I �1 1 �Z 68.10 SPS 30NIlA ftC' ' SAD N , v n 1 Nj + QNON V,LTMOS "S OC99 ro I , I ri kill, !� ►-4 S3 gyri I � c� �1; to r, g I Ir� h • m '�u I I J {: 12 n I� , r to tj+�1 - | | � � � � CERTTFICATE OF* C17YOFTIIFARD 'c"'m'A OCCUPANCY OKWN Cf'PAMUNrTY DEVELOPMENT DEF00,RTMENT 001 � � -- 14. ' -- ''—~~^ ^ ^ `43,30 ~~ ~^ `^ ' A "" PARCEL2Sz12*u 200 CLASS OF WORK. :ADD OCCUPANCY GRP. i84 WCUPANCY LOAD s 26, � TENANT NAME. . . :SMETCO � Rema,-km : Addition to exiatinr building � Owner: c 514FIC0 INC. 6830 5W 8ON%TA RD / IBAAD OR 97224-0000 pfjome #: 503-62e,-62�� (-untractnr: OWNER pholle Phone #o Reg it. . :Occupancy of the above referenced building is hereby given, a"M certifies the compliance with the State Of Oregon Spectaltv Codes for the g'uop° acu muy., mnd ncler which the referenced permit was inpurd. J01W . F Rr ,FPAm/MFm/ ouxI&Nilg,'�PfECT7 � POST IN CONSPICUOUS PLACE � INSPECTION NOTICE City of Tigard Building ir_i.,rtment 13125 SN Hall Blvd. Tigan:, Oregon 97223 Inspection Line (Rec-O-Phone): 639-41'5 Business Phcne: 639-4171 Inspe;:txons c--;r Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Cee Line FINAL: Post/Beam struct. Sa::. Sewer Framing -Bldg.*__ - Past/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor l^ Water L!.ne Gyp. Rd. Date Requester . _. (J/�(�/Q� Time: ^!4r"��^►� Ptl 71 r so,,,14-1 Per Rudder• /7'J Q �-15 7 THI, FOLLOWING CORRECTIONS ARE REQUIRED: ^---/) loor vo 1 nspec�,nr ------- 1---- Dater APPROVED `- DISAPPROVED APPROVED SUBJECT To ABMN Call For Reinsp. 7&Associates Planning, Engineering and Construction Managernent September 19 , 1991 City of Tigard 13125 S . W . Hall Boulevard P . O . Box 23397 Tigard , OR 97223 Ref : Buildinq Addition - BUP 89-0792 6830 S . W . Bonita Rd . Dear Mr . Jaqua : With regards to the referenced building addition : the corrective measures require:; in CVR & Associates report have been inspected by CVR & Associates and found to be acceptable . Attached are copies of the Welder ' s certification for the records . Also , the attached column footing detail is acceptable in lieu of that shown in the report . SMETCO will have all of these completed within a few days , at present thev have completed more than 50% of the columns . All other items required by the report have been acceptably redone . At this point it appears that issuing of the building permit for the new building is in order . If you have any questions , please contact me . Sincerely, Carl V . Rossetti , P . E .Engineer of Record cc : SMETCO 1 3ry ,. 0, 1 ��`�vrcr JOB lzni CVR & ASSOCIATES SHEE r No 3255 SW Hunzikp.r Rd. CALC ULATFD BY DATE TIGARD, OPEGON 97223 (503) 624-9009 CHECKED BY-- DATE -j T' ISCALE IL .............. .... ........................ ..............................--------- ............... ............ OK Ott000/ L ....................... ....... .................... .......... .................... .......... ..................... ........... .......... .................... ........... oelo ............ .............. .............. ............. ............... ..................... ......... ................ ...................... ............... .... .......I. ......... ...................................................... ............. ......... ........... ........... ......... ............ ...... ........... ..... ............ ......... .......... .. ................ ....... ........... ....................... ... ........- 7. ...................... ..........f ........................................ .. ............. I. I Rl �l ... ...... ....... .. .......... 15T, ......... - A.... ......... ............ �5 Tyl F W ...................... .... .......... =.......... ............. .......... ........... ....................... 0 ) .... ......... ........... L V, . 4 -i�IL.............................. ..................... . ............ ........................ ..... ..... ......................... .................. ............ ...................... ...... ..... .......... .......... ........... ................ .... ........... .......... ... .. ............................ ........... ............. ....................... ......--............ .............. ....... ........ ..... .................. .............................. .......... ....................-.. ............... ........... . ......... ! O ! � kcR+ I'� ; I ! RECEI D! JIJ v?r. 1 d1T Z 110 Ln I ss Q 0 v) "0: I k a o ► Z D I I I W �INIr-�1 0 3 '[I�� Z Z W iN��l o "� y m P v i CJ!-�' A •x"11. Q� Mi•--1 W I l i Qil i I oc a � •ir+�(nI �,�• G 0 o .. 0 0 W 'ss6ta : z � Z }df W p � � � � I } 7W ilL 7U 1 j�yj a°` "o i7 $ 3RS 684 V?34 CARL TES1Iwq 00*,Ofi��`� , Cor;N',&6Q"frr:prerrvn 4 Rr4rrrd Tests arlson'rer- ging, Anc. P0.P'n 23814 Tlerv,Crseon VFW23 P T!.I. 1 �44.3460 � r 9 8 6 F�.k yd4-(�i64 OU-613Z FTELD INSI? TION R�P0R'.+r DATES OOv IMO.- Apt-JI 2-If s ,21 PROJECT, S,aetco ADDREbr' : 6830 1:7 .W. 3a:lit: Road TNSPE%',eORr Stasch 4-22', 91r : 'aPzaeentat.!ve perfOrmed S=hmidt. N tea . in4 on i--otinga for shop addition. The teswas performed til ammr_ orm t on the tcp of the LOO',ing lnd s as area. ed AQ" P11 EA*,,. Side of z�l:iq. South t,00tinq 5900 Third Foot,ng izc*n ^ AFt 41 ,iR00 rourt.h Poc•ting fron T*st 01 41050 EaAt Side of uidq_ . North Footino 5i'Ju "+Jest. Side of sidg. Footing 3200 Most fJdr3 of Bldg . So-!th rooting 3000 :4-8c qI dr_+ r; Jldg. aor_uh !'00` ineg 3600 Vhj e concrrste wa4 PJ f.ed 4, ]rA+lst r i�_ .tionth,b a,•.. flamer ZFk accure.to ;,n +;' 15b -in concrete that is ?.et• h a1 Schm�dt old, A t_,-vol ed % ir.t eh will also e t fec t the s trpr:gth J April 29, 1991 CITY OF TIGA►RD \ OREGON John E. Smets \\ 6830 S.W. Bonita Road \ Tigard, OR 97224 Project: Building Addition, BUP89•-0792. 6630 S.W. Bonita Road Dear. Mr. Smets: The Foundation Permit for this project was issued April 7, 1989, and the Building Permit was issued April 19, 1989. A list of several "required inspections" is printed on both permits. both permits hav been signed by members of your family at the time of issue. We assume that the permits are, and have been, in your possession and available for revi`w. No inspections for any of the work being done have been requested. This is the reason we suspended work on the building addition. Before we can allow work on the addition to continue, we are required by the building code to have information showing that the building work completed to date complies with the building code and hau been completed in accordance with the plans and specifications on which issuance of the permits was based. The test report for tie concrete slab is acceptable. We now need similar reports on the following items. 1. Condition and load-bearing capacity of soil under slab. 2. Footings Fnd foundation thickness and reinforcing steel. 3. Floor slam thickness and reinforcing steel. 4. Certification of all structural steel members as to grade. 5. Certification of all welded joints and bolted connections.. 6. Testing or other certification of wind brp.cing members. 7. Verification that all covered construction complies with the approved plans and specifications. No further work may be done, nor will any inspections be made by this jurisdiction, until the listed items have been satisfactorily addressed. If you have questions or if we may be of anai.stance, contact us. ( Sincerely, /Jim Jaqu Plans E iner FAX (503)684-7297 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ------- — INSPECTION NOTICE —----------__� City of Tigard Building Department P.O. Box 23397 5/71 Tigard, Oiegon 97223 ' 1 . Phone: 6394175 `- Type of Inspection 1 Date Requested �1GTime A.M. P.M. Address CG a�12�Z��i..�—_ �a1rmit # Owner _ _ Lot #� Builder The following Building Code deficiencies are required to be correc l Al Ir Presented to [*Approved inspector Ohepproved Date CALL FOR REINSPECTION Cl YES 0 NO CI OF TIGIrI 1-/ P E,R 11:1 T COMMUNITY DEVELOr%mAENT DEPARTMENT c i T YAv TURLDoftem 13125 SW J IWI BW, P O.Box 23307,Tigard,Oregon 97223 (503)09-4176 ME,C90 0 DATE% f.SiSUE_li»-0—kLr,-1z/90 66-aW SW D O N T T() 6ARDENS BLOCK. . . . . . . . . . . 1-07.. . . . . . . . . . . . . .. ZONING: CLASS Ca F" WORK. F'LOOR F*URN. __ f'YPE OF' USE. . . . ..Coin UNIT HEATERS. . EVOP COOLERS: OCC-'UPANCY GRI'. . —P2 VENT F'ANS. . . : Vr'NTS W/O VENT SYSTEMS: I BOILERS/COrIPRESSORS HOODS. „ . . . . . I,`.- T y P E S 0-3 H P-'. . , . ... J. , own,/ 3-1-5 HP. INCIN: IWIX INPUT. B T U L COM111— INCIN." F*1 R E 1)(1 lyl P E,R S 1J 3 0 HP.. 1--�CPO 1:R 1.)N I FS 30--50 HP. (3AS P"RESSURE. WOODSTOVES. O- OF UNT �J 0 4, HP. NCILO DRYERS. 1-UlRN < 100K PTO,- 1. AIR HANIXING Uhl 17,E.; OTHER UNTTS. 1:'URN )=100K DTU: <=:: 10000 C:fP)-. G A S '0 LJTL 1.--' > 10000 c,fni: 1,.'e ni.%-r,P.s Owie-v.- '.;!I FEE,�), (-,8-30 SW SONITA typt? zinicmmt b-Y (IAA.e -r,e C p 1, PRMT $ 2/o. 0o TIGORI) OR 97224 PLCK $ 6. 00 Phol-If- 0- 5PC`T' 1; 1. P0 P P y 11 $ 31- 20 JL.H 08/27/90 A 1? HE PTJ 1,4 0 1)"11 ONE W',F- HOLDING 1491.5 SW *72ND T'.1GARD OR 9,72,14-0000 Pliorv,-,t W.- 503 c:,8 4---3 3 5 1.5 RPP J`J- 31339 31. 20 1 CMIL RE QU I RED INSPECTIONS This pernit is issued subject to the regulations contained in the F-irial 1).1speat ic)II Tigard Municipal Code. State of Ore. Specialty Codes and all other ........ applicable laws. All work will be done in accordance with ".....'••"-"-... Wroved plans. This perait will expire if work Is not started ........... within 188 days of issuance. or if work is suspended for vorr than 188 days. v r m j.t is e jA t ...... .............................. . ............ ............... ......... Call far j.nsper�tioyl G39-•4175 �IITY OF TiGARD - RECEIPT or, PAYMENT RECEIPT NO. x90-2O4122 | NAME : A & B HEATING CHECK' AMOUNT » 31 ,20 / ADDRESS : 14915 SW 72ND CASH AMOUNT x 0,00 / PAYMENT 0ATE : 08/27/90 | TIBARD' OR 97Z24_ SUBDIVISION : ' PU"POSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUN[ PAlD i nECHANICALPE MECq[/-017----------- --'-------------- PLAN CHECK. F� 8T. BU%LD PER ------1 '--' . 6. 00 ~ 2` / / | | ! | / / 6830 SW BONIrA | TOTAL AMOUNT PAID - �| TUALA61 iN VAILE I FmE AND FESCUE MARSHALS OFFICE NOW"', "10711010�j4jm' 4755 S.%'. kith D `r • P.O. Bow ^.��F • BAavarton,Oregon 97076 • (503)526-2239 April 20, 1989 Rossetti-Maris, Inc. ?263 N.E. Cornell Rd. Hillsboro, Oregon 97124 RE: Addition of Assembly Area SMETCO 6830 S.W. Bonita Rd. Gentlemen: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) , as amended by Washington County Fire District No, l's Ordinance 86-1. Plans are conditionally approved subject to the following items: 1. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguishers) with rating of not less than 2AlOB:(: shall he 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. Mechanical. Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the MIAC equipment and duct work must be submitted to and approved by this office prior to installation. UBC Sec. 302 3. Mechanical Equipment Approval: All heat producing and electrical. equipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other rationally recognized specifications. UMC Ser. 502 testing agency and installed in accordance with the testing agency's 4. Firesto ping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must he installed at all floor and ceiling levels. Penetrations in this prescribed firestoppirng to accommodate wiring, plumbing, and other similar utility runs must: be packed with cioncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 i Rossetti-Maris, Inc. April 20, 1989 Page 2 5. Exiting: All areas of a building shall be provided with exit doors as prescribed in Uniform Building Code Chapter 33. These plans do not show swinging man doors. It is assumed that either they were overlooked or that wall will be removed between this additional space and the remainder of the existing fab and assembly area. 6. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to building and lire inspectors for reference during required construction inspections. UBC Sec. 303 7. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. UBC Sec. 305 S. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space), a certificate of occupancy or other written i-nstrument of approval must be obtained from the City .of Tigard Building Department. UBC Sec. 307 SPECIAL NOTICE: DEVIATIONS FROM ;HE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THF WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY PHIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT. If I can be of any further assistance to you, please feel free to _.ontact me at 526-2502. Sincerely, �ze' G JGA& Gene Birchill Deputy Fire Marshal GB:kw i cc: Tigard Buileing Department ✓ IR,11:11—DINC., PEPM:I:'T* CITYOF TIGARD rEpm.1'r NO. : BUS90792 GI COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.Hall Blvd..P O.Box 23397.Tigard,Oregon 97223.(503)6394175 DA'I'E' 15SUEED: -1/1-9/89 100 ADDPESS : 6830 !:iW BON1 T'0 1-41:11 1 ()X MAP/1-01' 25:1 '1 ;:'AI:) ot?0 0 300 r5 U R L.."T 8k : I i)NO 1 01 CO3 Z I!:,. : VAI LUYTION : FPOWT : PEAP: OP W .l< Cl AG'5 - ADDITION DWE*l. L. . UN:I:'T'!:) . LF ET : Al(',*"1-1 T, ']'YPV-* . )NDUS'TRIAL NO. HIEDPOOMS EXT .WAI L CO N 51 (."-(.)N5 F . TYPE: VN NO I3A'T'H'5 : N:NA S 1-41-1 W :NW (-*"r4P . E1h 14401* -OPENTNGS : LOAD N W TOTAL. AREA : W S*T(:IPTES : 1. IS T 1 PL)OF (.,nNS'T : A F'TPE NO P AT k D NO 3PD : 51:-::P(-)11'? NG PATE:1") HE A N 114 V."I NO BASEM"T 00A 1 (")AD : 1.R5 GAPAGE." : I P Er S P 11 I<L 1:1 1? Yl:9 AL.APM? NO FL.Ow(C'01:11141) "? NO I, tyt3 cirx:i1S1bi.rtg ttt.li1.(:Ii.rtc;l 1:4FISSUE. OF NO. 1-0!51' W N (.930 F)W Cil(.1 17.t lit P Cl M 9 a E PL AN REV I EW R 1 (11 in 1"(1 Op 1'134L. 1:)r.-*.I:),T, 620--AW5 'S16'1,V.-*.,. 'TAX $1.lei. 90 C I 1".VELOPMEN'T 0 N T R A PEK, :11; C T V,P r.;.F)o'I'.1.) < 11`131;.? .'i'0 0 R 'T'U FAL : 2. Y 0 This permit Is issued subject to the regulations contained In Title 1 PE NO. lo 665 of thp TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby I41i-"Q1,11 RED agreed that the work will be done in accordance with the plans and 1:r(AXT—I:NG specifications and in compliance with all applicable codes and 4i1 (.y::i otd-nances The issuance of this permit does not waive restrictive , covenants Contractor and subcontractors shall have current city F:P0 M.1 NG business tax permits This permit will expire and become nuil and POOF NAZI—ING' void if work Is not started within 180 days.or if work is suspended or 1: 1.P 1=.W A L.I abandoned for a period of 180 days any time after ovork has r)P WA) I commenced.It shall be the responsibility of the permittee to assure all required inspections are requested and approved T N 15 111. A'T' L 0 N PATN 1* 1.Nol., Permittee Signature Issued By I:()L I. FOP .1 N51-IFOG T 1:('.)N 639 X4 1, 1 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE kk (ITIS OF TIFARD OREGON April lb, 1969 Carl Rossetti Rossetti-Maris, Inc. 2263 N E Cornell Rd. Hillsboro, OR 97124 Project: SMETCO Addition, BP 890792 6830 S W Bonita Road Dear : Mr. Rossetti: Revised plana for this project were reviewed for conformity with applicable codes, and are .approved. You may get the permit for the project at your convenience. If you have any queations, or if we. may tie of assistance, please contact us at any time. Sincerely, im Jaqu Plans Examiner. i 13125 SW Hall 13M.,P O.Box L3397,1igord,Oregon 91223 (503)639-4171 PEMAA CITYOFTIFARD A-14 I:"EPM17' N(,*) . BILAW390776 CITY40FTWAIDND COMMUNITY DEVELOPMENT DEPARTMENT 0111110001 13125 SWAMI Blvd.P(1.Box 23397.Tigard Oregon 97223.(503)639AI75 1.)A*1*1;.;: 15SUED: -1/ 7/C)9 . yf H ADOPESS : 6 El"s 0 51,1 RL)ISIXA'A RD lf^*.X e:.151APA SUER L.F : DK : AN (19 'T I VAI 4i '115 000 1AIC K S 1=14ONT : WE60: WORK A5'5 : ADDT Y*.I:(:)N DWEI L. .UNI'T'S : 115F.: 'IyVIE COMMIEP1: IA1 NO. 1:0J)1' C)OMS : EX11' . WALA. GONS (.-,'(:)N';1 I' . - VN 140 . EAJI-Ki : N. 5 : E : W 0M.I. HP PP(J I (:)V+*'N1N(3% : 1-0.60 N 1:;: W '111)"I AI AV—'!F-:A 1500 NO . !-.s'T0V-A:f--G 1. 1.':5 V : WOOF (701SIST FIRE'. PLTI? PNr) . AWLA 51:_::P A P WAI 1:..V: ;51.71:) F5f.-*.T-Ai-,"? PATEED: Ml:.:ZZAN:I'Nl:.,'? BASEM' 'I F 1-00r4 I OAD : P F".., 5 P 1:4 I<L.1:4 Al APM? F LOW(('.71:)M) 1:)I:::TIA'A '? L I'l-AN 1-11:-:CK BY: 13C*R 1 1 OAAKS : ; ti'tINDATION ('.)NLY PEAM11' PF''ESSUE, (.')I:: NO . 0 iMFT(-0 PI-ESMIT W N e,J3','.4 0 !:'M DONJAA PU V"LAN 971-VIAN E R 1 1:01 A 111) OW L '"SWT V.•' 'TAX OTHEA C ON114'N'T 0 SIX.,I S1*01:4M) N T S D 1:1 !iT A r.:-,1:;.*T R A C < T 0 R 4153 . 0:3 This permit is iMiecl subject to the regulations contained in Title 14 ...................... .................... of the TMC, State of Oregon Specially Codes, toning regulations and all other applicable codes and ordinances. and it is hereby agreed that the work will be done in accordance with the plans and F 14 specifications and in compliance with all applicable codes and 1':01.JN J.ON WALL ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work is not started within 180 days,or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall b h ,;"a,,O),e L,re resp.o'ntibilit'of the permittPP Inasstiro I , all required i e eq d and approved Permittee Igm llo�e6 Issued By --,—T-F— --TTTT:,I --/n7r—, - SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITYOF TIGARD OREGON April 7, 1989 Hr. John Smets 6830 Shy Bonita Rd Portland, Ore 97228 Dear Air. Smeta, A plan review has been conducted on ,t proposed addition to your building for a "Foundation only" permit. The permit is appr.aved with the following noted: 1. All reinforcing steel shall be tied in place. 2. Test reports on concrete sampl.es shall be submitted to this office. 3. The approval of the foundation. is not a guarantee of approval of the entire_ project. 1£ you have any queeitions, please call me at 639-8171. Sincerely _ Brad Roast Building Official 1312b SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (50:3)639-� i 11 LOT LINE DECLARATION This declaration is made this 7th day of April, 1989 by John E. and Marietta Smets ("Declarants") . Declarants are the owners of two contiguous parcels of real property known as: 6830 SW Bonita Rd. WCTM 2S112AD Tax Lot 200 (200MI) and WCTM 2S112AD Tax Lot 300 Declarants wish to build n- addition to their existing building, which is now located on tax lot. 300. The proposed addition would extend the building over the property line onto tax lot 200. Beclar nts cannot consolidate the two parcels because of deed restrictions as set f?rrth on tax lot 200 (200MI) . riolarants wisAL to have the City of Tigard issue a building permit to construct the proposed addition without regczf_ring the wall and opening protection, as required in the State of Oregon Structuisl Specialty Code and Fire Life Safety Regulations ("Building Code") . Tigard "Cit approving construction of the In consideration of the City of Tib ("City")) pp 9 proposed a3dition, as described in the plane and specifications prepared by Rossetti-Marie, Inc., the 1)ecl.arants agree to the following: 1. The ti'T.; of this agreement shall be perpetual, commencing on the date this —A ruk!ment is executed and remaining in full forco, and effect theru,'ter. This agreement shall rnn with the land as to all property burdened and benefitted by th;.s agreement, including any division or portion of such property. The rights, covenants and obligations contained in this agreement shall bind, 'i-irden and benefit each of the parties, successors and assigns, lessees, mortgagees (or beneficiaries under a deed of trust) . 2. The building addition will be constructed in conformance with the approved plans and specifications referenced above , and all other applicable codes, laws and ordinances, with the exception that the building may be ror •ross the property lines between tax lot 200 and tax lot 300, :squired to provide the wall and opening protection as Building Code. :laranto ..free to bring the entire building into full conformance with all laws. ordinances, and codes, including but not limited to; setbacks, wall an- .pening protection, in the event the declarants transfer any Interest in one or both of the parcels of property. 4. This Declaration shall be duly recorded as part of the parcels deeds and titles, and shall become a permanent part thereof. 5. No change may be made to the Declarations contained herein without the express written approval of the City of Tigard, Oregon, or its successor. 6. Declarants agree to indemnify, defend and hold the City of Tigard or any other involved agency harmless, against that claims, demands or lawsuits that may be brought in relation to this agreement, or to the building approval. / q B*J.hn Date � 7 �`• E. Smets STATE OF OREGON ) ) COUNTYt.OF WASHINGTON) April 7 19 89 r Personally appeared before me the above named John E. mets who exe%uted this instrument and acknowledged to me that this instrument was executed voluntarily and freely. IN TESTIMONY WHEREOF, I have hereunto set my hand and seal t.hist.7k�`day of (NOTARIA'� SERL) Not-4y Public of Oregon My Commission Expires:.;2 - 5 By � �1�� 1� i.!6o Date 7 •�� Marietta Smets STATE OF OREGON ) COUNTY OF WASHINGTON) April 7 , 19 89 Personally appeared before me the above named Marietta Smets who executed this instrument and acknowledged to me that this instrument was executed voluntarily and freely. IN TESTIMONY WHEREOF( I have hereunto set my hand and seal this M-- ay of �, 19 L`1__- (NOTARIAL SEAL) Notaq Public of Oregon My dofivnission Expires__,�) - _ ,ferry R. Hanson, Ex Officio Washinaton County clerk 150 N. 1St Avenue Room 215 Hillsboro, Or 973.24 PHONE 648-8751 Receipt.: 0 : 7542 k ohn P Smq-t:s 04/07/1989 6830 Sw Bonita Rd Tigard, Or 972.24 Documents V . Recordinn Survey. . . Vacation Transfer Lenq/Short Tota].. . . . 8901Ej21,13 10.00 6. 00 16. 00 ----iH. cru Grand Total --_--16.00 N r ROSSLI fl-MARIS, INC. rrao _ 2263 NoMieaM Corru:ll Prod HILLSBORO, OREGON 9/124 CAI CULAtEDer _. G _✓/C- 3�Z_8�fy'c� (503) 648.3358 OfECKED BY v `' �' B ly _.X/ r `�/�rSCALE - - - - -0 �J N -vY rte-r %MO 14 f1 --vJ{-� �t-t �-tii h,, L , J t� S T' -FAL P, Q 1 .� ___— ---- lo � I j I,III ROSSETTI•MARIS, INC. smfET NO 2263 Northeast Cornell Road HILLS©ORO, OREGON 97124 CALCULATED 8Y (503) 648.3358 )Ij Ll z( ` ( �. .. . _ SCALE. -- - PCS FIWre— - `. li1= C_�r -7 -r6-rac, acv " c E� C: - 1 j t �oNF �T icIV PaOJ1 r---r= 0 Z "l 'K 1 e tee 4101k i .rcpt+ y _ A I I-P► ARIS, INC. SHEET NO ___..-.__ / / _ _ _. ._ of ';urtheast Correll Road J n dill )RO, OREGON 97124 CALCULATED BV ._L��'IC� DATE— k503) 648.3358 CHECKEDBY _. _.- _-._..—_..�._ DATE_—_ _- ---- SCALE. -- V/1-rHTO lbs -j- JOU .. ROSSETTI-f, ARIS, iNC. SHEET NO. __ _._. __ OF� 2263 Northc,st Cornell Ro,id MI LSBORO OPFC,0N 97124 CALCULATED BY oArE____ (503) 648.3358 CHFCKLDBY DATE__ . r- L `T SCALE- - - I i Iz I I� LG _ N 1. , Tt I I F- ro 'o o Jill' /I 41�� Ix �I�l' �!�II MnCI-IIuF CCM Pik 7ao roK Is T. IV05 CL r r\tj i L�_ —- - �- Lir _;lrr L I -Tatcne Lnytr,, , s, Int. ROSSETTI -MARIS 0-,)1l SMETCO E<LDG. FRA,'-'.[ ' *-#—IN 2_thn LATA #e Job Description: ROSSETTI --MARLS E1'3011 Frame Description: SMETC(a P.LDG. FRAME Structure Parameters Analysis Options Members . . . . . Joints 2222 . . .. . . . . . -inear E1-istic Analis: - Imperial Units Secti-:ns Materials . . . . . . . . . 1 Lead Cases . . . . . ad C_.mbinati-.�ns U�Pr Nime: RPS --ftel Services Ltd Head Office: 572'3 West R-ilevard, Ste Vancouver, P.C. VGM 3W8 C,an.ada (6+)3)26, '2726 Softel, assumes no responsibility for the accuracy, validity .;r aPPI is bi 1 ity •;f the reso+l is of P-FRAME. P-FRAME Input Data RE+S 30 Mar 8'3 n3 Pm I {lode Lnrncjl ltd _ _�c ale_L"=J1-Z71.25.I i I II II t --T-i i � I 1 i I ' Undeformed Ceonetrs Scale V = 11.27125 ft -.631 I Undetomwd Ceoimetri _ _ Scale V = 11.27125 t i d t{o I'm l_SZn s s ltan�_e 43350A ,i anal►oa _._.. #26888 +28188 ' hover N S #13488 _ ....... ...... . ...... ...... ........ Joint #6708 _...... .... _ t__ .` i e 48 _ _ Crea er e I Joint s -6788 ` - _ .. ........ ........... 9 -13489 -f =-: _. ...... . . ... .. . . -26809 .}...... .. . . ....................... -33500 -- —� ------ ------- -- -- ` 1 2 3 McMber Range Norval Stress Rango (29508 In�a�_�41ih1nail� � A_ +23688 -. .. ........ ....... .. ................... _. ............... ............... . ........... 17790 :a.! ............. ...I........ Lower Joint S411898 ................ ................ ..... X5988 .......... `; J ater e ........... ._..... ............ nt s s -5988 .............................................. ....... .......... ........................ P -11808 .. .. .......... ... . .. . ............. . .. .. .. ............. .............I............ S i -177e3 ............. .....I.................. -23603 ............ ..... _... .............................. ........................ -29509 - —r---- - -r-- ---- 1 2 3 Wmber Range Loan COKbination --) 1 Kji;ent Diagram Scale V = 135,255 K-ft I i I L- I� _. -_,._._- _-_ �- a�._......__.a...e._... ..rte .__.. ..�__ _._�..._ ..,.,.e.,...r.,.�....................... K, I !.ar ro. 6 Cu iaation 1 _.__.._.. __ 8.328 ,68 i -" axIMull Morx nt c ,4A � 1 +36 I 24 i ....... . . n +12 .............. .. t +y , k -12 '.. ... ... .... . ..... . . .. ........... . P -29 ................. ........... .. .......... .... . ................. ..... ..... f -36 ................................... . .. .. ... ..I........ t -48 listance -60 --r----,----, 8 3.6 7.2 10.8 14.4 18 21.6 25.21 28.81 32.41 36.61 Distance feet McMLer Mo. 2 #40 LoadSn�inalio�Z___ 41.162 +32 ......._.... . . ........ .... ' MaXi Mun +24 Moment +16 �........ .. .................. ............................... .............................................. +� e n +8 t . ............... ................................................................... .... ........... -15 .... ..... .................. ......................................................................... ........... P -24 .... ................................................................................................... ... t -48 .................................................................................................................. Istance -411 1 1 feet 8 3.6 7.2 16.8 14.4 18 21.6 25.21 28.81 32.41 36.81 Distance feet ttc ld e r No. 2 ♦77 --ka --- 68.923 +66 ........................................ .. .................... .................... KaMenM w +55 ......... ........ I......... u +44 ...................... ............. ........... +33 _ _ _ _ .... .... n +22 _. . .... ... ....... ....... ................................ :... .. ... t +11 .................. .. . ................. ..........................I...... ..... .. ........... P -11 f -22 18 t 33 f I' ` Distance -44 + ----,----T—-r —r--f-- —� - r—, — r. _.� feet 8 3.6 7.2 16.8 14.4 18 21.6 25.21 28.81 32.41 36.81 Distance feet n�ni.rr nu. a Cabe I-- U n r0 t v t -28 -25 ....... .... . ... . ......... .. ..... ... ..... ....... .... .......... .. .. GiStance -38 --r--r----T----r— -r— -T-- feet 9 3.6 7.2 10.8 14.4 18 21.6 25.21 26.81 37..41 36.P1 Distance feet 1,9ad CoMbinal►cn_--> 1_Su_pport P.ractio_ns__ _-___ ____ klps_ or K-ft f i I 4 .115 4-2.755 1N.754 11.t.GZ Load Coribination --) 2 "'PM,rt Reactions ___- jij�s or K_ f t ......................................_.._... .......,._.._.._... ....._....._... ! �-2.81y E-2.461 4.47 i Y. oLer Nor. 1 Lead Cale Gwclu►�e__�._. .� r.M.4ie ..................................` I ' Load 0 Case " e6 ✓' r............. ..................................................... e -32.536 n Mininum t 6 .` . . .., { Itomcnt 11.Lo ad . ... ..... ..... ................ .... P 18 .. Case .. . . ....... . 16 ' feet t 3t1 Distance -36 —T----r..�— r—__r— r ---T—--r---r-- 9 1.6 3.2 4.8 6.4 8 4.6 11.2 12.8 14.4 16 Distance feet Flo. 2 •77 - - -- -- --L�a.dSass,Ilia1 ------- 68.423 Maxi wit Moment +55 i' _.. ....... ..... ............... 1 Load o X44 . Case " #33 .... ........ . _. ... . .. ....................... ...... n +22 . . ..... . ... ..... -1.879 t _-� MiniNcim ,11 -.,,... � \ Mo me n t k9 Load �• .................. ..............._. . P -11 Case ......................................... f -22 18 33 .t ..... ...........................................I Distance feet 3.k 7.2 18.8 14.4 18 21,6 7.5.7.1 78.81 32.41 36.81 Distance feet Monter NO ♦9 .... 1�-�'iISR.�AII °'�^"""� ""'�" -24.185 Ma x i rue+ -4 ................................................................................................ Mom.nt 8 ..................................................... ..... .... M - . . ....... ....... ............ 2 o -12 ...................... Load Case r -!6 ............................ ............... ................................................... _34.861 n -7.N . .....................................•............. Minimi» t M^Kent k24 ... ..... ... ........ ..................... ...........I................. I _.......... ir.ad F -28 ` e 36 feet 49 --r-- T--r—-~ r---r — --r— ---Y----�— 9— 1.68 3.33 5.93 6.7 8.38 18.85 11.72 13.4 15.98 16.75 Distance feet Z wH I 1 Tot,,iit, Lnglrt, ROSSET T I-11AR I S a-y,; 1 GMETC0 PL DG. Fwir.l_ *+*-JQIN..LAATA*•• X - coord. Y - coord. X - Degree Y - Degree I - Degree Nu,' r (feet) (feet) of Freedom of Freedom of Freedom ri 1 6 �i 1 1 � Ct 16.75 1 1 Y J6 0 �� l► 1 1 Noty: Degree of Freedom: ()=restrained 1 -free .J=coupled to joint f J -- --- -- ---- -- ----- ----------------------- -- --- --------------- -- *** SECTION PROFERTY DATA rr* Set X-sectional Mom. Inertia Shear yea Section Mod Plastic Moment No. Area (in2) (in4) (in") (in3) rapacity (K-ft) 1 5.8'3 69.4 ti 17.8 9 ^1 _.J ' •.J t.:r �) .3 1-1 'iorl-:er:. Crc,ss-sectional Area and Moment of Inertia are mandatory. :. For n,:n-zer,� Shear Area, shear stresses are Calculated. 3. For n_in-zero., Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non-zero Elastic Section Modulus (S)t streFses are calculated. S. Non-z•:rcw Plastic M_-ment Capacity, is m.;ndatory f%nr plastic analysis. ---------------------------------------------------------------------------------- *** MATERIAL PRpPERTY_DATA �** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (Psi) (K/ft3) (/F 1 .EG) (ksi) .49 Notes: 1. Elastic Modulus (Young's h'odulus) is mandatory. For non-zero Shear Modulus and Shear Area, secondary deflections do-le to shear are included (linear elastic analysis only). Nonzero density is required if self-weight is specified and member welaht he considered (linear elastic a,,_, plastic analysis). r rc 1. ',;_r;-.11 7,effi(iont of E-�pan_i-:r 15 required fc,r thermal loads. , linear elastic and plastic analysts). 5. N„n -zero Yield Stress is mandatory for plastic analysis. P- FRAML Input Data FPS Str No. O1 30 Mar 3:03 pm r%05',L I T I -11AR I S U'Xi I I SMETCO G' Of,. rrAmE !**-MEMBER _CONNECTLVUY__QATA. Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 16. 3 1 t 1 1 36-(X.178 3 3 4 1 1 1 0 1 16.75 Notes: 1. Member End Typos: ! -fixeiE (rigid tori.•.ection) 0=pinned (pinned connection). �. Attribute Type 0 indicates that the member has been deleted. I I P-FRAME Input D;.,ta Str No. 01 RFs 30 Mar 8'? 3;03 pm L ... r t I 11.1 1 T, .,t I.! 1 n,Iit r'r11(• RO:iSE i f I -MAR I S fl*-',.)I I 5ME I C . E ! DG. F hAML *04 LOAD INIT [ALIZINC, 1rATA *+ Load Number of Number of Load Case Case Loaded Joints loaded Members Description II 1 S4JOw + DEAD LOAD 1 1 WND LOAD *** JOINT_LQAD_DAT *** LOAD CA5c Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Load (K-ft) 1 2 . 16 0 it Notes: 1. Joint loads act in the global coordinate system. �. P.-•sitive Horizontal Lads act in the p�sitive X direction. 3. positive Vertical Loads act in the p�lsitive Y direction. 4. Positive Tori-ional Leads act counter-cloctwise. -------------------------------------------------------------------------------- - *** MEMBER L,3AD D"T *�►s I V LOAD QASE 1 - member di.'tributed loads Ret Mem Sloped UDL —Proj. UDL Local UDL Local UDL Triangular Thermal No. leo. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Chanrle (F) 1 2 0 -.631 0 0 0 0 LOAD U/ member distributedJoadit Rec hem Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft harll K/ft @ GJ Change (F) 1 1 0 0 -.32 0 0 0 N,�tesf 1. � 1- ,rid UDL, Projected UDL & Print Leads act in the 91c.bal coordinate system. t al Perpendicular, Parallel, Triangular .and Thermal Lc.,, act v. E local member c.. .-rdir,ate :y�tefr,. i 3. Tri.inqular L,-.ads are 0 at the lower joint with the magnitl,de Specified at thr greater joint. i P-FRAME Input Data Str No. 01 RI1S 30 Mar 89 `:03 pm I MAR 15 89011 MC ': U L41 DG. I-FAME: #rs LOAD COMBINATION DATA rra Load Load Comb Load Comb Loe' Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Cas.: Fact Case Fact Case Fact Case Fact p-FRAME Input Data Gtr No. O1 RC+S 31j Mar 99 3s 43 pm __ - _ r. _._ ._ ... _ �..r. �_.. _ _._..- o!, : 34.1 ►_ 4lb = 4.0 ft Fy } = 1.GOP I.G Ib = 1.021 > 1.000 ERR ERF -lb = 4.0 ft Fy = I Is: Cbx = 1.('0 TOP I.6-: 1.040 ; 1.000 ERR rr = 0.0 Lr 4.0 ft Fy = 1 NO S1DEEW "c tens f:a,ye V.' ! 1,009 ERR Se (.n area deat4 tw bf tf r1 :,x Six rit Ivy SyY ryy logit M 81 11 6.16 B.:B ci.:5 5.:1 0.4 1.41 7„.'s 18.2 3.49 :.,7 3.11 1.26 0 ,q;E ELATES CAP Ibli ItfI tit: :Ski: 'ry top Af [Af) 5.27 0.4 i.'1 1E.: ;.BSS :.108 ..108 S:EEL :!R - Piece 1 2 load case 1 03/3'.'!P9 rev 02/21/87 P 1.3 1 x .,..0 it 'CP 1.6-1a 0.921 :.COQ ERR 4C1 = 68.9 ►' +Lb = 4.0 ft Fy = 36 :si Coy = :.00 ,k TOP 1.6-lb = 0.905 1.070 ERR Er; -Lb !`. Fy 1 ks: Cb+ TOP 1.6-2 = 0.910 :.Vo ERP, '!y 0.v LLy 4.' ft Fr - 1 Is: NO SIDEaA tet.s flange = `.81C ERR Section area dept'. tv bf tf rt lxx fix rxx :YY Syy ryy logic W121 30 8.79 12.34 0.:6 6.S 0.:4 1.13 :�3 38.6 5.21 20.3 6.14 1.5: SnVE K ATES / C'.P [bf; I t f I [rt) IS)%: Syy tap Af ;Af; 6.52 0.44 1.73 32.E 3.12 :.2E,8 :.?E'8 ,- .-,RY :.,%SUL,33 WINEERS Page 1 S'FEL :rR Piece 1 I load case 1 03/30/89 rev 02x21!81 P = 11.4 k lx = 16.0 ft Cox = 1.00 !! TOP 1.5 la 1.149 ? 1.000 ERR �!!x 32.5 V 4lb = 8.0 ft FY = 36 ksi Coy = 1.00 1 !! TOP 1.6-lb = 1.079 } 1.000 ERR ERR -lb = 8.0 ft FY : I Is: Cbx 1.00 1 !! TOP 1.6.2 1.110 > 1.000 ERR My 0.0 0 Ly 8.0 ft Fy : 1 1st SO SIDESKAY OK tens IIA-,e 0.876 ( 1.000 ERR section area er:tf, bf tf rt Irl Sit r=x lyy SyY ►vy 1(01c V 81 11 6.16 8. 8 .25 5.27 0.4 1.41 75.3 18.2 3.49 9.77 3.71 1.26 0 SHAPE FLAIES / CAP (bf) Itf1 Irt; ,SIX] Syy top Af fAfl 5.27 0.4 1.41 18.2 1.855 2.108 22.108 STEEL CPR • Piece 1 1 Ccabinatic• 3/;1/89 rev 02/27/67 P = 10.8 k lx = 8.0 It '.i = IM 01, TO? 1.6 ;a 2 0.798 ( 1.000 ERR .nx = 22.3 k' #Lb = 8.0 It Fy cy = 1.(0 Or TCP 1.6-]b 0.762 ( 1.000 ERR ERR -Lb = 6.. ft F, ;.':0 CC 13, :.6 : = 0.1?2 ( 1.000 ERR Py = 0.0 1' q = 8.0 ft FY = 1 ksi v0 S1OECWAY 0k :ens flange = 0.571 ( 1.000 ERR Section area deptt ty bf tf r'. :ix Six rix Iyy Syy ryy logit Bi 21 6.3 8.18 0.25 5.27 0.4 1.41 75.3 18.2 3.-,9 9.77 3.11 1..6 0 SuA1E P.L'E5 / CA? (bf) (tit) (rt; [SIX) Syr ;(,P Af Uf1 5.:1 6.4 1. . 18.2 ;.65`. 2.108 STEEL CPR . Piece 12 Combination 2 03/30/89 rev 02/27/87 P . :.5 k Lx = U.0 It "ai - :,00 OK TOP 1.6-:1 = 0.::3 1.000 ERR •Px : 68.1 :' #Lb = 4.0 It Fy = 36 ksi Ccy : I.CO OK TOP 1.6-lb : 0.93 ( 1.000 ERR ERR •;b = 4.1) it Fy = 1 ksi Cbx : 1.00 Or TOP :.6.2 = 0.311 < 1.000 ERR Py : 0.0 k' ly = 4.0 It Fy = : ksi NO S10ESMAY CK tens flang, = 0.673 ( 1.000 ERR Section area ceptf tv bf tf rt III Sx► ►ix "YY Syy ►yy logit Ii 121 30 8.79 12.34 0.3 6.5: 0.44 1.73 238 X8.6 5.21 20.3 6.24 1.52 0 SHAPE PLATES / CAP Ibfl Itf) (rt) (Six) Syy top Af ;Afl 6.541 0.44 1.73 38.6 3.:2 2.6638 2.8688 STEEL CMR - Piece 1 3 Coobination 1 03/30/89 rev 02/27/81 P = 12.0 1 Lx : 16.8 1t Cox : 1.00 1 NG TOP 1.6-fa = 1.435 > 1.000 ERR #Mx : 46.2 V •Lb = 4.0 It Fy = 36 isi Cay = 1.00 NG TOP 1.6-lb = 1.358 ) 1.000 ERA ERR -Lb = 4.0 It Fy = : ksc Ch : 1.00 x NG TOP 1.6-2 1.378 ) 1.700 ERR My _ 0.0 k' Ly - 4.0 It Fy I Isi 0 51 DIEiAY a '1 tens flange 1.158 ) 1.000 ERR Section area doptA tv Cf tf rt ixx Six ►ix lyy Syy ►yy logic M 81 71 6.16 8.28 0.25 `.21 0.4 1.41 75.3 18.2 3.49 9.77 3.71 1.26 0 SHAPE PLATES / CAP W) (tf] Irt) (Six) Syy top Af MI 5.21 0.4 1.41 :8.2 1.855 2.108 2.108 RUS 51:1 T I MARIS (Veal 1 SMLTCO hl DG. FRAME t".ANALY5I.5.11.I6IQAY_.««�► Structure Degrees of n eedom . . . . . . . . . . . . . . . . . .. 7 Structure: Half-Dandwidth 6 Structure Stiffness Elements . . . . . . . .. . . . . . . . . . 42 lle.nber with maxianim half-bandwidth . . . . . . . . . . . . . 2 Nllmbpr ,,f ^,,.,pport Joints and Springs . . . . . . . . . .. 2 - - - - ------------------------ *«* SUPPORT RAOTIQlt * �► Load_ Case Result Joint Load X-Reaction Y-Reaction Z-Reaction Number Case (kips) (kips) (K-ft) t 1 2.(►34 1 1.358 0.000 -3.836 -1.209 4 1 -2.034 1 1 .358 i►,(u_t(1 -1 .144 1 .::09 0.01)0 Load �ombination Results Joint load X-Rr_action Y--Reaction Z-Reaction Number Combination (kips) (kips) (K--ft) 1 1 . 115 10.754 0.000 2 -2.819 4.470 0.000 4 1 -2.755 11 .962 0.000 2 -2.461 6.888 0.000 Notes: 1. Positive X-reactions act in the positive global X direction. Positive N -reactions act in the positive global 1 direction. Po--itive 1-reactions act counter-elorl ,.,.i,, . -- - -- -------------------------------------------------------------------------- - ** JOINT DISPLACEMENTS *** L,:, d-Caae__ It-q Joint Load X-Di=p1 . Y-1)ic,pI. Rot<,tion Number Case (in) (in) (rad) 1 1 0.1-1.tp()0 0.00000 0.00000 1 . 13;48 -.( 1277 -.01313 2.64600 .140136 (1(121)e 3 1 . 13424 -.01337 .01:94 P-FRAME Linear Flastic analysis results Str tJ-,. 01 RHS ;; Mar 99 J:03 pm i ROa;+C T T I "'Aft 1: f;91:11 i 5METCO BLDG. ('l-'AME Lard_Case,.f3esult� Joint Load X-Displ. Y-Di,;pl . station Number Case (in) (in) (rad) 2 2.64378 -.00142 -. )0343 4 1)0000 4.ooO(:,r.r 0.0000() 0.00000 0.40000 1).00000 Ejrad Comb na�n ReeulAi Joint Load X-Displ. Y-Displ. R,Jtation Number Combination (in) (in) (rad) 1 1 0.(10000 :r,i)()(►4(r i!.QQi►'r'► i 0.00000 v•i t0or o 0,t)(►(►r)r) 1 1.460 40 ,o 12,09 -.01417 _•~.474 ,I)')CjO2 .��r,'?G'j 3 1 1.45613 -.01408 .0'. 119 ''.710S,1:1 .O0(311 ,002,98 4 1 0.00000 0.00000 f:1. r:u:►r'►iJQ rt,4r)gt;u) r).1?t)000 0.01)400 Notes: 1. Positive X-displacements are in the positive global X direction. 2. P,:sitive Y-displacement-, .are in the positiv►' global Y direction. 3. Positive Z-displacements are counter-clockwise. +�** MEMBER FORCES * * oad Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ G] S3hear @ 83 BM @ 63 No. Case (kips) (kips) (K-ft) (kips) (Gips) (K-ft) I 1 1 11 .358 -2.434 0.000 -11.358 2.034 -32.536 2 -1.203 3.836 U.000 1.209 1 .184 20.418 1 ...-70 11 .313 32.536 -1.737 11.3'38 -34.061 2 1 .419 -1.239 -20.418 -1.418 1. 7?3 -14. 185 a i i i . . � ' 2.034 ;:.•1.061 1 . ,.`.1 . . � ( , iii,j 1 ' 1.444 N. 185 t .: 9 i . . ;. r•,r .n:r loact Combination Resul_ Mem Load Axial @ LJ Shear 0 LJ BM @ LJ Axial Q GJ Shear @ 01 BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) i 1 1 i 107x41( . •rII-.. . 2 4.470 4..81'? 0.001) 4.470 �.Jr)1 T. 1 J(► P-ITAmE Linear Elastic analysis rest.rlts Str No. 01 P C+S 31) Mar 83 3t 03 pm i ++ • �f+'.,/ a 'Ti+�+ lllLngll+vei ., Illi. ROSSETTI MAR1S 09011 SMETCO PI DG. rPAME L-,-,id Combinittlon RQsultS tem Load Axial Q LJ Shcar @ LJ SM @ LJ Axial 0 GJ Shear a GJ BM Q GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 1 _.979 10.E'j 4 327 -� 506 12.1'. 17 1 i 2 X53 4. 319 - x. 151? -2.'17 6.'338 - :1. : 16 r :. 755 46. 154 -11.962 -2. 7 55 0.r 2 Q.G88 :.4h1 41.216 "6.088 461 0.000 W-tes: 1 . Positive axial forces act in the positive local (member) x direction. P:.sitive she•ir forces .)ct in the positive local (member) y direction. �. Positive bending moments act counter-clocl:aise. r+aa MSM@RR STRESS r+�s Load Case Result] Mem Load Joint Axial Shear Pending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 1 1 1 -1,928.4 0.0 -1,98.4 -1,928.4 2 -1,'328.4 41,'354.6 '20,006.2 -_319-J:..'j 2 1 ^05.2 0.0 205.2 X05. 2 205.2 -13,764.8 -13,559.5 13,970.0 1 2 -243.8 9,884.4 9,640.7 -10, 128.2 3 -193.0 10,347.8 10, 15-4.8 -10,5.10.7 2 2 -152.4 -6,202.9 -6,355.2 6,050.5 3 -152.4 7,347.4 7, 195.0 -7,499.7 3 ^ 1 -1 9.-8.4 22 962.8 cl 034.4 �4 1?91. r r r r 1 4 -1,'38.4 0.0 -1,928.4 -11928.4 3 -205.2 16,3C4.f6� 16,099.4 -161509.9 4 -205.2 0.0 -205.2 -205.2 Laad Combination Results, Mem Load Joint Axial Shear PL,rIdifig Top Normal Bo! Normal No. Comb No. (psi) (psi) (psi) (psi) (psi' ] i i -1,825.7 0.0 -1,825.7 -1,825.7 -1 ,825.7 ;5,t��:._ i u,2:'6.5 1 F,,G77.9 1 -1158.9 O,Q -759.9 2 -753.9 :', .137.5 -3j556.4 [,038.6 1 -320.0 6,783.0 6,463.0 -7, 103.0 3 ?63. 1 14,01.5 13,752.3 -14,290.6 5511.E -1,534.9 986.4 i?.Q 1 c, 1.3 12 0 272.4 12,770. 1 3 1 3 -2,InI.o 31, 115. 1 29,084. 1 -33, :46.0 4 -2,031.0 0.0 -2,031.0 -2,031.0 P-FRAME Linear Elastic anaIyt,is results Str No. 01 F P 3 30 Mat 89 3:03 pm I rwineer ROSSETTI-MARIS t"olf SMFTCA BLDG. ! %ME J Joint Axial Shear Bending Top Normal Bot Normal b No. (psi) (psi) (psi) (psi) (psi) 3 -1, 16-3.4 27r 786.0 .^.6,616.6@r 955.4 4 -1, fE'�.a r7.�:� 163.4 tress is positive for tension. `rens is d-,sitive for p,,yitivr_ shear. -tress is for tap .-f member. Bending stress is positive for tension. II stress + Rending. Bottom Normal strQ,.is = A,ial - Rending. gar Elastic analysis results Str K'o. 01 30 Mar R) 3:03 pm I i I City of Tigard INSPECTION REOUEST for i INSPECTION TIME : PERMIT N 0. . DAl c: DATE ISSUED: -_L__L_ OWNERS NAME : '"SM S M�R1C�r�V '7e,y► I ADDRESS : _. .'t7'i& CONTRACTOR : 0 'TEST: Air D, (Mater 0 , Visual,, Laboratory 0 S RESULTDisa rover„ l _ PP � , Pendine [] SKETCH: � DISA�•'pRC�VF�� CITY OF TIGARD A ir3Y--4`"� 4' '' "'�{/ DATE iTITL.��//�✓�i dVlal�� + O 74 INVECTOR BATE iCC—,F Attach SUPPIsmental test dela hereto t I � ! I C Y of Tigard INSPECTION REQUEST � for INSPECTION TIME: PERMIT NO. : DATE: .2 i-2/7;,V DATE ISSUED :— I OWNERS NAME ADDRESS: _� � 3 C) CONTRACTOR . __ I TEST : Air p, Water[] , Visual [ , Laboratory C I RESULT. Approved nlsopprov3d ❑ , Pending [ S KETCH: I I I I I SPECTOR DATE I COTEAttach supplemental test data beret 01 City of 'Tigard INSPECTION REQUEST for PERMIT NO. : ---- SPECTI ON TIME . y DATE ISSUED :_ —L-1-- DAT E: INERS NAME : --- ADDRESS: AME : __ADDRESS )NTRACTOR : QST . Air lJ , Woter r3 , visual 0 , Laboratory p Disapproved 11 , Pending [j=SUET : Approved D - f 2PI_C_T0 R DATE 1E Attach supp1emen �l test data heret fl I JAMES G. PIERSON, INC. CONSULTING STRUCTURAL FNGINEE7S 208 S. W. STARK STREET PORTLAND. OREGON 97204 PHONE 223.3009 February 1 , 1874 Mr. John Smets Smets T'nchinery Co. 6830 S'IY Bonita Road Tigard , Oregon Dear Mr. Smets; Accompanying this letter is a, sketch of the existing foundetion for the off,i.ce buildinn which I have prepared from your sketches and verbal description. If it is sr you. constructed the slab, please so indicate on the sketch. If it is in any way different from whet is actually there, please make any changes recuired and initial them. As we previously discussed, in order to 1.1tilize the existing olnb end foundation we will attempt to struct- urally tie the existinr, slab to the new 4 inch topping slab in order to derive all possible structural benefit. We have shown what we .feel. to be suitable in detail CA on the drawinr*s which we delivered .yesterday. While vie feel that this condition will support the vertical loads imposed by the buildinp-, we are spprehensiv^ about poss- ible future problems from frost heave a,id other problems. We `•herefore nsk that you sign below, and thereby rel sive us a.id the Tigard Building; Department of any responsibility for a.n,y problems from the for.ndatin- . I recognize the inherent risk connected with construction on the existinr� foundation slab, and certify that possible problems hive been explained to me, And that I understend. I agree to hold James Cr, Pierson, Inc. rind the Tir*nrd Budding Department harmless ngainst claims for dema.r,es, cost of defence, or expenses to be levied on account, of any defect or fnil.ure or problem ' associated with t'he foundat ,s the building;, Sincerely, - JOHN SNIETS //J'EilliV1. ESTVUP l , EXTSTJNG OFFTCE SI,AB S:,`ETS MACHTNERY COMIPANY 6830 SW AONITA ROAD i' C5 V-71 I b'N11LIltc: \ Q I � ' I 1 Q I � h�*r2A1C, 2'.O x 2'.O w 1'•O �� _i �/�DFF 1 GE \\ Q - o pL AA 411, te jILI ,l; ; 7- i Trliy,h,,nc 1 iO3► 636-8882 SMETS MAC141NY ERCO. cc� 3919 South Shore Boulevard • Lake Oswego, Oregon 97034r�rar/riwww January 28 , 1974 I I Mr. Jerry W Estoup P.E. James G Pierson, Inc 306 Concord Building Portland, Oregon 97204 Dear Jerry; Enclosed is your signed "Short Form Agreement Between Engineer and Owner" dated April 1973. I have also taken the liberty to tyoe In "Office Building at same adlress. " in order to make this inclusive. As to the nature of the original poured reinforced slab founlation which I described to you, it was originally used for a landing for storing the steel for the building, permission for which I received verba:Lly from Mr. Ernie Campbell., Tigard Building inspector at the time. There was in excess of 20,000 lbs of steel on it at a time. I accept full responsibility for t%,is slab to support the two story of.''ice stru.ture which I wish to out on it. And furthurmore, I plan to pour a nominal. 4" slab on top of this over a vapor barrier as discussed between Mr. Jim Brien and Mrr. R. Robinson, my licensed builder. I also accent full resuonsibilit,y for this 4" "lift" and levelling slab. We decided to add the extra story when it became obvious to us that a single story would be outgrown in less than 6-months, that an adequate overhand for sun protection would be dam-teed. by delivery trucks -coming too close, anJ the availability of 1•+bor Pnd materials to do the lob now. . is available. Thankyou for coming out today. I like your plgns and ideas. Very truly ours, n E Smets Enc 1. '► M� .�� OF p CSU { alt CITY OF TIGARD NCS 1 ORECON j thtner:. ..Srt►eta...-.. .... --.-......... . _ Permit No.....7.3-10.7..... BuildingAddress A ldre. . ... .........6830 S..W....Bani.t.a.-Road . ... ...... ...... .. .. .... Certificate is herviiy riven this. —11.0. day of—January.............. 19....7.4 that said building may he nccupicd and that it complies with all requirements of the Building Code for the City of Tigard, .LS approved by the Tigard City Council. BuilAin�; lnsp�ctur emporary Occupancy Permit to Expire April 23, 1974 Jr�►�ur ry 11, 1974 Mr. John "mete 663n 5.1,!. Onnite Rd. iiyard, brdyan 97223 RE ; Temporary ,:ccupancy, ;mets Machinery 6830 9.1.1. 9onita Rd. , Tigard, rlregon Clear Mr. )meta: Please find enclosed a temporary occupancy permit for the metal portion of your building, only. This perrr.ii. expires fipril 23, 1974, and at that time another inspect-Lon will de made Fit the above mentionod addreav, to check your (.omplience with all requiraments that were ctatud in my letter dated October 23, 1973. This tumpurary permit is also contingent upon completion of your la►►dacape plait and site pl in inc.ludin� black topping of all required ureas as agreed upon by yourself and the pinnning r.ommiscion. 5inceroly , Jamas !"Irian Acting Building Official i 3B/fa En►::; i i City of Tigard INSPECTION REQUEST I for I INSPECTION TIME ' _ PERMIT NO. : ------ I DATE : ___L_L— DATE ISSUED :__1—Z I OWNERS NAME *. c��ra►�"7s /l7�'r " - ADDRESS: CONTRACTOR - --- TEST ' Air u , Water❑ , Visual ❑ , Laboratory I] RESULT . Apnroved ❑ Disapproved ❑ , Pending LI SKETCH: I �CE OR DATE NOTE : Attacl, supplemental test data hereto] .:f CITY STOP WORK ORDER I;l'll.lrl�li iwi,mKTil1ENT LL Permit r1��n► r -Gy Contractor. location: � � You are in �i�►Iszl i��r ►f lilt, t+lII(!�� ,tr��: c., � c 4"_�-�''� f J 1{{d arc herch3 "Otified this (lad' of . AUI'1( ��• 11Fat no more ��ur!, �i�Ftll he' tl�►ttt� +�tt 11,^�c prrFl�i�•�� +Fnlil Ow <t F +%e i 1' �! 1 I )ard, iolFttioii ha•. IK'C'{1 COrrectud a(t+i ceril'i�xi i . lh,' ( l��•Fii01 1s=�.L.�'�:.....+.. .....'E..J_.ri�ti•-.w�` _ ..�.y._ .Jail...dui. nS�Y�1..{�., IN THE MUNICIPAL COURT OF THE CITY OF TIGARD 1Jar.hlnnton county. Oregon [. 11Y OF 1IGARO ) Dlaint! ff * No. vs, lift i DAVIT OF SERV ICV Smet.s ) Defendant. ) 5TATF OF OREGON 1 ss. County of i,lashinGtnn ) I � James Brienbung first duly swu rn. do dnpns!y ano certify that I pf-sona.l l y served a true copy certified by thN building official as such, of the 5top Work. Order attachsd Hereto , marked athibit A. and incorporated hereint on Smworking or causing wark to ho done et. or. the ._l9 ! day Of Lle.r.emti 8�r _._._.* 19 73-.. by Per o n a l l y handing said atop Work Order true copy ori said persu -i. 11n Subscribed and sworn to be`'jd/re me this ��y_ day of 19 Notar PublVc ,for Oregon My C s T F xpi res: y e'r. • .l Octobor 23, 1973 Mr. Jonn Smote 6830 5.W. 6anita Road Tigard, Cregon 97223 RC : )Tats ' ,IChinery 6830 Bonita Hoed Tigard, f,R. uc�c�r t' a . 3mets: un October 17th, 1973 1 made an inspectior or, the arnove m ntion o building 1o^•ted on Bonita Road, Tigard, - regun . The inspection was to determine if the building was (;omol-)ted enough and in confurmance with the 11niform iluildinp rode, as ';a iasue vnu a temporary occunanr_y ndrmit. My findinys are that it may be possible to instie you a temputery pai ,nit, on the metal portion of yo-jr btiildimi onlyl pending uo�jn the rnMaval of that portion of rnetAl aidiriy locat-.0 at r'ie nnrtherly corner covering the door fra, n and installing the door as per plans. 'Pun fl'rther IF'5p—_tion, i Aro sorry to .i firm yoj tliot, tiv wood structure r!irectly against your metal buildir,g, to be used ae ,rf ir.as, toilets, etc does not conform to the unif )rm 8uildirn , o(je iri its entirety. I have no ilternative but to determine it as a dangerous building and no post it with a Do Not Oc-;upy notice under section 20.3 cif the Cniform riuildin9 rode as I stated to you at the time of inspectian. I 1 f�)und !io evidencF that the foundation uas pruporlf prepaind to carry tho load you intended to apply. Also, beginning with the treated plhta as required, was not installed nor 97,y fasteners to hold it secure in calla of grind. I -1r111FW._ .rr#r,...- gdllkMw.- -44. w ..#Olt. A John Smote October 239 1973 Page 2 Studs are not9 raded to wast minimum requirements including all Joist and rafters and the improper installation of their pasts inzluding all headers and support p:,st. Thera are no doublelates to correctly tris in corners and partitions. P Y You may consider this letter a demand as not to u!s or allow to be used any P oltion of the wood structure and to abate said Luilding within o period not to exceed six (6) months, truly regret I can not find any alternative route for you. It ( u,ild h�, possible that the lower portion of your two story wood structure could be brought into conformance with the Uniform Building Code with a considerable amount of work and alterations. If you should wish to encounter this task, I woult; encourage that you work very closely with the building department so as to eliminate these problems before they get to for along. I believe you will find that we will be glad to ussist you as much an time will allow. I 'ieve at this t .ma rends a request to the plar,ni.ng director to remove your r,amv f> >a the docket pertaining to your request ti use that wood structurd as a temporary officA, etc. and to refund your check. If you feel that you can economically brino �-Pur lower porti-jn up to the mim mum standards of the Uniform Building Cods you may at a later date reapply. You may , if you feel my findings to be in conflict or unjust, uab the B jilding award of Appeals. if you should ctiooss to take thin matter to the Board of Appeals, you must send a lettcr in wtitiog addrwased to trio rjuilding u'f icinl, !.1ty or Tigard uteting y^ur doeire to appeal this matter. You ahnul,l do so within tan days from receipt of tn,is letter. I hope you will agree that ray findings ore in the interrat of your Protection and the safety of the public. If I can he of any hsln to you concwrning this matter, feel free to cr►►tact me at 6351-4171 1incerely , James Brien Building Inspector Je/Ps : i City of Tigard I INSPECTION REQUEST I for INSPECTION TIME : �4. `� s PERMIT NO. :-- DATE: /a //712.3 DATE ISSUED : OW N E RS N A M E - /;9z-</oti EA') ADDRESS: . _&D--kZZ-4 _ kt,-6t_ C O N T R A C"TOR : .--- — -- —- ----- -- --- TEST : Air L-1 , Water [] , Visual p , Laboratory ❑ RESULT: Apnroved 0 , Disapproved , Pending [] SKETCH: -j v (!4 j- C o"T S, ter�v G iti s71) � S �'cljo�s r?>ceLO � � 0C1 L) L�77r� 7a - t�o NSPECTGR DATE NOTE : Attach eupplementcl test data hereto? (1 I i of Tigard INSPECTi®N REQUEST far NSPECTION TIME . � `��" PERMIT NC DATE ' DATE DATE ISSUED ,,)W N E.RS NAME --- A n D R E S S.' ------- t�I N T R A r T r) R : -- --- — --- E �'1' i er pESU�. H 'r;V6rf rjpp' :�c(� rl�� l� LU SKETCH: INSPECTOR DAT E COTE: Attach supplemsntaf test uo'e her c� Permit Issued 71 CITY OF TIGARD, OREGON City Hall Permit No. 7 3-/!32-P ; Application Approved Building Department Cost o: Instaltation—�__-. BY / ��a�iioofloas " /�s►awal1, p 7w�o�a�/ees Fee for Permit r- Applicant :hall fill in cost of installation only, Date -1 L' 7 _i above this double line.. Street Sewer Permit _ repair "tmbin Pipes or Fixtures accordingto lens and specifications and Application is hereby made to , ;cription as given below: P instal Location of b:;ilding--Number and Street- _ Lot. Block_--- -- - -y Addition_- Name and Address of Owner_---- 7�P � -- t Name and Address of Plumber-_ xexe - - -- --- Building ((id or New) +f'« Height in Stories _ Occupied as 1 SCHEDULE OF WORK NUMBER � � NUMBER FIXTURES j New ' Move I R'pl'ce FLRTURES j New I hove r'pl'ce i Water Closets_ Fountains, Drinking. i _ Bath Shower _-- -) i Fountains, yard— I Rath "ub___- _I Fountains, Soda Plot Water Tank Sinks, Ordinary__ + I `�_ Sinks, Bar r Sinks, Dishwashing I_-- I Sinks, Slop r Automatic Dishwasher I __ Drains, Refrigerator Laundry Trays__--_____i Drains. Ice Roa I rtt ,. Drains, Floor- mmmmir Drains, Area _ Catch Basins, Yard __ _ Rain Drains_— I Catch-Basins, Garage Automatic Washer -i _ i�_I _ Catch-Basins, Sub Sotl_j — Water Permit No.— Bldg, Permit No. REMARKS: IMPOI rAN I I--Plun-Ning shall not be installed In any building, 'either new, alterea, or repaired), except as shown or designated on the .orrosponding bull ling plats as filed with, or required by, the Building Department In accordance with the provisions of the Building Code and Ordinance 62.14 of the City of Tigard. repair the plumbing system according to this deFeription, plans and -pecifications and the Plumbing Code of the nst�ll City of Tigard e. / Plunit•ing Firm %C -- Supervisor (/Y CITY OF TIGARD 12420 S. W. !Wain ffrnM TIGARD, OREGON W= APFLIIATION FOR BUILDING PERMIT New Construction ❑ Demolish D Addition ❑ Remodel ❑ Move❑ ZONING M-2 DATE ISSUED 7-17-73 BUILDING PERMIT DATE RECEIVED 7•17•'(3 BUILDING FEE $ No. .- PLAN CHECK $ — -AG=O OTHER $ —�.-------- BY VALUATION $ �00 TOTAL $ RECEIPT No. /73 — — 7-/7-7 TWO SETS OF PLANS AND PLO': PLANS MUST BE FURNISHED WITH APPLICATION LUT k MAP A CENSUS 1 RA-T JOB A Architect or Engineer AddressPhone owner. John Smet„ 1�ncG 771ac.[ C<• � �_�_� Address` 'Illj kjA,. We. Y,.f, L?�_ ,Q _ `2,, t Phone Builder Address _ Phone BC111DING USE Single Res. Multi Res. ❑ Comm. ❑ Industrial❑ OCCUPANCY GROUP -L- No. of Stories Total !ieigh Area of Lot Type of Construe. nn I II III IV V Floor a B` Set Backr,; Front Back L.S R.Side_^ Private Sewer Pipe Size ><ewer Septic Tank J Water Service Pipe Size ewer ❑ Ditch ❑ Drywell ❑ Street and Curb Re rements Driveway Widty —.—No. of Parking Spaces_ SEPARATE PSRMITS REQUIRED FOR SEWER AND PLUMBING SPECIAL INFORMATION ADDRESS ASSIGNED w33ti d.W. Bonita Hood FIELD CHECK BY EC• _-__� _ DA'PE`�Lys(j PERMIT APPROVED BY `,Uul It '.s understood that all work will conform with applicable codes and ordinances of the State of Oregon and the City of Tigard, Oregon, and that the building will not be occupied until a Certificate of occ`upafy as been issued by the City of Tigard Building Inspector. l) [ Ssg ure of Applicant 51ATF FIRE IAARSHAL--PLANS REVIEW DIVISION r Root' 376, STATE OFFICa BUILOINo PORTLAND 97201 NOTICE OF PLANS REVIEW j ✓ / _ ITMIs In No 01. now" 1 Building -��9ffC' el e JU r L / 7 /'�� `� • 7 Y \ 11 81111.bING r �tl I� A �b ""'�� }, ✓ r � County _ Oc ancy r Const.. r _sou.4 Valle _ Plan ree Architect L4eJ New Bldg. Addition * — '� 7 9 :(� ��Alteraflgn [� Dj/ Rece;ved Owner ._ Address .� �t---, Date Ravlew /I r ti Storie,, _ Area ! Attic /_ Fire Walls _ Flre hcepR' _ Exits MAIN PLR SASaMENT . NT STOP$ TpT WIDTH ` ri1 L 1 SglnMert. Shafts /— Sprinklerar / /�. Man, Alarm __ S.P. CL". D L Pen Ext. . ��/ S Q'+r0�• ae� AREA�Err 1 r ' INr s1iE uT Ade eov Flu" —.-- Ceiling Roof --- Sir. Members r.v �-�--- J' Wall cover;..— 1 t /_. �( j41Htr. rm. encl. ___ ___� Type flLe.�_—___ Type Htg. System Fuel -_ EST ' INT - ..--_• The submitted plans have been reviewed for�gonformity with firq �tection statutes and regulations of Oregon admin- istered by this office. Items Nt, / 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 r of noncom liance with any applicable re ul tion. of local government. REMARKS A / 14 7;r,FF'.. foyl/ ire- fJ _y'' _ s!�{' 1 �,�— �Lip' '1.'r► IM!// ! �� /�, :- � r' .f` i - , '__'_-_ f C. WALTER STICKNE STATE FIRE MARSHAL E�Ia�ttln-J M/I / /I C^111MMM�r 1. 1! 663 CHURCH STREET N E ' r., r ed r --' _ SALEM OREUON 97310 ! !L / 1Ip ' •' �.� �- sFM.T Copies to: STATE OF OREGON OFFICE OF STATE FIRE MARSHAL Plans Review Number CHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQUIREMENTS NPPEARING ON THE ATT„„HED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJLC'_, Approval of submitted clans doer not constitute approval of any omissions or oversights nor of noncomnllance with any applicable regulations of local government that may exceed State requirements. 1, Structure required to be (/J Type I) (�"Type II) throughout due to (L,7 area) (,� height). 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. 5. Fire resistance of doors of Interior openings to corridors required to equal 1-3,'4" solid core doors. Relights in corridors require wired glass set In fixed (steel) framing. 6. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at I least one-hour fire resistive construchcm. Furnace and boiler rooms r, quire nne-hnur fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc. , require full enclosure of (Z:7 1-hour) (4f7 2-hour) firgresistance. Access ways to such shafts require self-closing and latching Class B fire door assemblies 1-hour rated) (L/ 1-1/2-hour rated). q. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided) 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. 10. Building projections such as balconies, eaves, ,vPrhangs, etc., require fire protectinn equal to interior ceilings with all openings protected as required for ceilings to prevent passage of fire into budding voids and attics. 1410F1re stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires fir( topping of both vertical and horizontal draft openings at maximum intervals of 10 feet. 17.. Cr,rridors require at least 6 feet in clear width. Drinking f-)untains or other equipment may not operate in a manner which would obstruct the minimum 6-tout width. 13. Corridors serving patient bedrooms require at least B feet in width. 14. Corridors requite smoke barrier partitions with double suing doors at 150-font intervals arranged so that each area housing more than 35 patients is divided into at least two compartment3, 15. Exit doors from lobbies, corridors and moms with potential occupancies of 50 or more •re required to swing_ in the d:. ction of exit travel. lb. Exit doors from lobbies, corridors and assembly areas require panic. hardware. '-A1 Hardware for ell doors is required to be f simple type having no provisions for Ir,cking against egress, with obvious method of operation. 18. 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. 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not less than 720 square inches with the least dimension not less than 22 inch,i. Maximum permitted height to bottom of opening from floor is 48 inches. (Re4: Sec. 1304) 20. Surface flame spread rates of walls and cellings, minimum requirement: stairway-25, corridors -75, other rooms-225. (Sec. 4203) 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanrf,nri 1000°F. for one-half hour. SFM- 101 22. All curta.ns, drapes and similar furnishings are required to be noncombustible or rendered and maintained flameproof. 23. All auditorium seats are required to be securely fastened to the floor. 24. Rows of seats between ais;es may not exceed 14. Rows of seat3 opening onto aisles at one end only may not exceed 7 seats, (See continental spacing, Sec. 3313-3314) 25, Seat row spacing, back to back, required to he at least 33 inches, or 27 inches plus thickness of seat back and inclination of back. 26. Posting of capacit.• of assembly areas as noted is required by ORS 479. 195. ...0 1~ 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 installed in compliance with agency's specifications and recognized safe practices. The installation of ventilation systems is required to be in suhstan- tial conformity wlth the 1970 U.B.C. , Volume 1:. Corridors are not acceptable for use as supply or return air plenums. 28. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Re(: Sec. 1008) Dust collection equipment to be located outside of building or in -)ne-hour separated room equipped with automatic sprinklers. 29. Pressure relief valves are requited for all water heaters, installed either in separate water tank port or in port for hot water line. Shutoff valves may not be located tetween a water tank and relief valve. 30. 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 gpm for 30 minutes or from 5,000 to 15,000 gallons of stored or static water. (Ref: ORS 479.200) 31, [!?tenor wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler piping, a 1-inch reducing orifice 1s required at the hose valve connection. ?2. Approved automatic sprinkler protection throughout occupancy Is required. Pining to be flushed of debris, with certification of flushing sLbmltted to this office. 33. Approved automatic sprinklers are required over and under stage and In all auxiliary areas, including dressing rooms, storerooms and workshops. (Sec. 3802) Sprinkler feed piping required to he flushed of debri!;, with certification of flushing submitted to this office. 34. Stage rnpf ventilators displacing at least 5% of stage floor area, npenable by hand from stage floor and by fusible link or ,ther heat cctivated device, are required. (Sec. 3901 -06) 35. An approved fire alarm system with signals audible throughout building and manual alarm sending statins adjacent to exits from each floor or area are required. 36. An approved electrically supervised combustion detection of the Ionization type is required for all patient rooms. 37. All exit doors and access ways thereto are required to be identified by approved electrically Iliuminated slgns served by two circuits with one separate from all other circuits. (Sec. 3312) 38. An emergency power system is required for the ( ) gymnasium ( ) auditorium ( ) building t-) maintain exit illumination for not lesi, than one-halt hour in event of public utility failure. 39. nuotescent llgnt fixtures installed on combustible surfaces are required to be U.L. , Inc., approved for such mounting, or installed to provide at least 1-Inch air space between the fi;zture housing and combustible materiai. NOTE: Loral regulations or insurance standards for most favorable Insurance credit may, and often do, exceed these minimum State requirements. CARL R O H D E - CONSULTING ENGINEER 1,`14 RIDGL- WAY ROAD, LAKE OSWEGO, OREGON 97034 — TELEPHONE 503-636-4469 April 16, 1973 Ernest W. Campbell Public Works In3pector City of Tivard 12420 S.W. Main Street Lear Ernie: Re: Smets Machinery Co. Duilding I have examined the plans for the referenced building and have the fnllowing comments. References are to the Uniform Puilding . cdc 1970 ed. and to Oregon Revised statutes. a) The building is in Fire Zone I and Type 1V-N Construction. Assu- ming that tho principal use of the building will be as a m; chine shop or manufacturing facility using materials not highly flam- mable or combustible, the occupancy group is F-2. See Table 5A and Chapter 11. b) The Jrawi.ngs are entirely inadequate to show in detail that the construction will conform to the city building code and other relevant ordinances and regulations. See Sect. 301(d). c) Since the building is over 4000 sq. ft. in area and is over 20 ft. in height, an engineer or architect registered in the State of Oregon is required to design the building and prepare the plans and specifications. See ORS 671.010 to 671.220. F.E. Washburn, whose name appears on the plans ne the arparent resigner is nei- ther a registered engin-er or architect. The plans for the roof truss and columns prepared by James C,. Pierson, Inc. and stamred by Jerry W. Estoup are for the trusses and columns only and not for the entire building. d) Lateral load calanlatirns must be furnished for the entire buil.. ding. See ORS 460.210 - 2 B 30. It is recommended that complete computations and other data sufficient to show the corrections of the plans be required to be submitted. See Sect. 301(d). e) The building is required to be at least. Type IV, One-hour fire- resistive construction throughout. See Table 5A, Sect. 1602(a) and Sect. 2103(a), exception 2. f) The design loads shall. be given on the drawings. See Chap. 23. F) Specifications for all materials used in the construction of the building uhall be given. See Part. V.. h) The allowable foundation bearing pressures shall be !Mated. Chap. 2q. h) The sizes of all st.ru,.tural members and their connections must be called out. For thc- steelbuilding, this is usually done t r furnishing shop drawings and calculations. These items must hear the approval of tho Project en ,:neer or architect. Sincerely, C,,Q (Z& Lk--- CARL ROHDE I �('� SPEED MESSAGE TO____' ` �R. r�A.1IE G�t11 j3FC�. r �.4 2.C_- - APR---a 1913-.---JAMES.--f__PIERS0N, INC. _ CONSULTING STRUCTURAL ENGINEERS CITy_af__i4GA 4_ 306 CONCORD BUILDING PORTLAND; OREGON 97204 �Ui,JLL1 u►�171N� Z'itr`3SS _x'erL - c.�l�3t� DATE— a5 c-e_ c Frte_ N C�,• L`7. 2A&V I NGlC-Y_i --/IvaS r1� IY1ay 6c' Cm��tQt�C7'�,v ___AL_t�G_'�_. O L CQUiC61 a)-crx __C_vw0ij E4 IP_ Aa SI c-A I!Za TtW_ r ' /41 a'1 /w¢s zc1 Akve._.__A$�urh�-�st_��oNsl&Iti T' rcxt A 7c co L ct l / /IV l/ SIGNED - UM� SNAP•A-Ml A<" YOOM 41.900 Z-PA f•+-, ` All FoM JONa6 COMPANY • y. IfFI •P0INTEL IN U S A. i � V > r IK � 1 �.. - w, z 00 Ia 4 z �W o V W o% M � �r -j j5 ui Z o o .�► S 1 4 = o .^O 0LL Z c ,t o J C a un W 4: u.i W v 01 4 r� CITY OF TIGARD 11410 S. W. &Ula WOO TIGARD, ORNDON 97217 NPPLICATION FOR BUILDING PERMIT (� Addition Remodel —Move Q New Construction (SJ Demolish -_� DATE ISSUED-�-)0-? BUILDING PERMIT ZONING M-2 _ -X75+54- No. 73 ' 107 5-8-73 BUILDING FEE S ! V DATE. RECEIVED_ PLAN CHECY $ 114.08 -` VALUATION $ 65,232 BY OTHER luau $_ 62.70 RECEIPT TOTAL $ Y- TWO SETS OF PLANS AND PLOT PLANS MUST BE FURNISHED WITH APPLICATION LOT M 4 MAP #_ga� 1& CENSUS TRACT �� JOB # -_ Architect or r'ngineer Jwns G. Pierson, Inc- _ -_�_,_ -- ------ Phone Address_— --__ -- — ----------- -- - -- Owner IM John Smote __--�._�.-----------,_� -- - --- �-_. _ __ -- ------- Address 3919 South 3horre Blvd, Lake Oer®o _-�C13�� - —Phone 636_-_--8886 Builder -A&W- ---- --- ---- ---- .- ---- Ph .ne Address �---- ----- rrI BUILDING USE Single Res. Multi Res. u -- Comm. � 'Indust:rialY � OCCUPANCY GROUP _ No Of Stories 1 Total Height_` 22 Are�1 of Lot 87,o t Type of Construction ZxX�QI III IV V Floor Area L _ 1_ 9_640 2---- Set. Backs: Front 75 _ Buck_ 50 L.Side` 20-- R.Side_ 1.10_ i Septic Tank Private Sewer Pipe ,izeSewer--__._ -- EIEl Service Pipe Size -_� Storm Sewer ❑ Ditch Drywell Street and Curb 301 No. of Parking Spaces 10 r- Driveway Width__` S::PARA7,r: PERMITS REQUIRED FOR SEWER AND PLUMBING SPECIAL INFORMATION d. ASSIGNED. � - -��S. M. t3ooita A ADDRESS ASS ._ -------68 R-- [r, iic_ - - - -DATF, 24q-7j— r"" Rd- FIELD CHECK BY _,- ---- - -- - ---- - PEEtf4IT APPROVED It is understood that all work will conform with app i.cab c: codes and ordinances of the State of Oregon and the City of Tigard, CIrh1a bee issue t1i -thelding City of not be occupied until a Certificate of gcoup �Y Tigard Building Inspector. j Siqnat r of Applicant 1 J i CITY OF TIGARD 12+20 S. W. Main area T16ARO, ORROOM "M APPLICATION FOR BUILDING PERMIT New Construction ❑ Demoiish ❑ Addition ❑ Remodel ❑ Move❑ ZONING— M-3 DATE ISSUED 2-W-73 BUILDLNG.2�pIT' BUILDING FEE $ - No. DATE RECEIVED 2^11-7iPLAN CHECK $ �2 .70 BY_- — — OTHER $ VALUATION S 7500 RECEIPT No. rSVJ TOTAL $ AP-7D _ —_ V d2 y TWO SETS OF PLANS AND PLOT PLANS MUST BE FUPNISHED WITH APPLICATION LOT 1 4 MAP # 281 IPA _____ CENSUS TRACT W-8 ` JOB A_ Architect or Engineer E. 8. Washburn Address 17655 S.W. Sentiam Ct. __ _ ._.__ Phone (rimer Tnhn K- Smr-t- ------ -- Address 3919 south Shore Blvd, Lake Owego _-- Phone 636-8882 Builder same - ----- - — ------ -- Addres.1 __'Phone BUILDINI' USE Single Res. ❑ Multi Res. ❑ Comm. 0 Industrial U OCCUPANCY GROUP w No. of Stories__ Total Height__.— Area of Lot Type of Construction IV X Floor Area B--_ 1_ 2_ _-- Set Backs: Front 1:'U Back 100 L.Side_20 ---_ R.Side 100 _ Private Sewer Pipe Size - Sewer_—___ Septic Tank ❑ Water Service Pipe Size - Storm Sewer ❑ Ditch ❑ Drywel11 Street and Curb Requirements—. ----- Driveway -Driveway Width No. of Parking Spaf:es --- SEPARATE SEPARATE. PERMITS REQUIRED FOR SEWER AND PLUMBING SPECIAL I0FORMATION FOUNDATION INLY ADuRESS ASSIGNED_— bt3j0..8,W. Bonita_,_____—__-- ------ FIELD CHECK �� r PERMIT APPROVED BY ;I It is understood that all work will conform with applicable codes a d ordinances of the State of Oreton and the City of T.4-gard, Oreq n, and that the building will not be occupied until a Certificate of •upa y ha been issued by the City of Tigard Building Inspector. Lure n Ap. lica E E WASHBURN 17655 N W Santiam Court Portland, Oregon 97229 (503) 645 3691 February 21, 1973 CONCRETE ESTIMA'T'E Smets Machinery Company 3919 So Shore Blvd. Take Oswego, Oregun 97034 50x150' Concrete slab with reinforcement in place per drawing attached. To sur).- ort building per drawings. In place, finished 47500.00 We need to have clearance to proceed right awa,> tc take Advantige. of good weather and labor available. Very truly ,yours, E E Washburn EEW/mvd r v Q R �Ya 4 w � r W O N 7 y s. J g Lu ul r � II I At ILL (� J U G o y � •S CITY OF TIGARD, ..AEGON permit No. Permit Issued_ _ .-_-- --� �- City Hall Application Approved Building Department Cost of Installation pewai k'ee for Permit- +4 Applicant shall fill in ^ost of installation only, Date_ _ - -_ __ above this d(jable line. Street Sewer Permit- - --- repair Plumbing Pipes or Fixtu•es according to plans and specifications and Application is hereby made to description as given berow: install; Location of building-Number and Street_- Lot -- Block__---- _-- -- - A ldition__ _-- -- -- -- Name and Address of Name and Address of Plumber t 6'r -_1C-•- � n� %"` =`"y' Building (Old or New)-__-zHeight in Stories. —____._, Occupied aF_ - SCHEDULE OF WORK NU_MBER __- - �^-_ NUMBED--- Move ' FNew Move R'o1?1-t�-- FIXTURES _ I New Mo e I R1'ce P - FIXTURES-- � IJJ mo,! Water Closets—`�- -�-�- - Fountains, Drinking _ Mh S!,owrr _ -� - Fountains, hard Bath Tub_ Fountains, Soda_ Pasins Hot Water Tank-_ ---- _ `Y _ Sinks, Ordinary Sinks, Bar_-- + --- -� -- - Sinks, Dishwashing -I--.--_—_- - -. Sinks, Slop _- Automatic Dishwasher _i _ Drains, Refrigerator___ _- Laundry Trays- _-I--I drains, Iee Box_--- - —•- Drains. Floor_ _. I _ Urinals Drains, Area—_ _ _I_ 11 Catch Basins. Yard Rain Drains-- --- I - Catch Basins, Garage Catch-Basins Sub Soil_ Automatic W_9shet_ �— _-- Water Permit No._ - Bldg. Permit No.- REMARKS: IMPORTANT!- Plumbing shell not be installed in any b0clin-1, !either new, altered, or repa're,,), euc•pt as shown or designated in the ccrreslionding b,jilding plans as filed wit or requl�ed by, the Suil.img Department in accord-nce v%ith the provisions of the Roilding Lode and Ordinance 6J•19 of t'ie City of Tiga,A. repair I the plumbing system accordin to this description, plans and specifications and t' Plumbing ,ode of the I agree t, 8 1 City of Tigard."lu:ab Firm Supervisor - J Ir W m I s Z z W r LA Z I Flo o C J M o + kn M u_i ,a i T Js cc OG v (J I ts 4; -- a �� I � w m - J. — NIK J1 � r � I i i r �d v 4 y � � o i ,uA d - V �G r IJ) J G 10 0 _ 4 RE Go ,1AMES G. PIERSON, INC, CONSULTING STRUCTURAL ENGINEERS 306 CONCORD BUILDING PORTLAND, OREGON 9/204 Ck27- ; OREGON { ANIL- _.JAMES_G- PIERSGN, INC ��(�� Q♦ I CONSULTING STRUCTURAL ENGINLEN.S 306 CONCORD BUILDING I PORTLAND, OREGON 97204 • i i i •2.fl.''� �.>3W 2.gK. 7--1 wQUS : 5 P%7- 0 r3� Pr��. 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I ALL0�A), Corn 2.'D• -7'=j'4 i I 1 � �S AM�S_._C`PJER3Q.N,-..1NC. �C 1cmQ mrz) 3 C o ;, a3p-) i CONSULTING !STRUCTURAL ENGINEERS I 306 CO.VCGRD BUILDING PORTLAND, OREGON 97204 0 a v lJlo t u.v� Is.0 I L ,c,� 1 ,� x,c 3 1 qty Z. I.LZ ' ryci ' t (� ?/'tet 5ti.l(Iz) _ 4q-() (00 r 'I- b,r I'K i•b4 /�, ,/b,�0 ,s zs ct,s CN i i I AMES_G.-R LER SON,-INC. (Dj,"►�*ej l CONSULTING STRUCTURAI. IN61111RI i 306 CONCORD BUILDING PORTLAND, OREGON 97204 rz. Cl r'bxl -- V ,�0.10. 1 • , 1�b z 3 3 E, 77.'L 0 ti c�J 1S'�a0 X10�� C-1 IJP r, 9.� , I.� . I�rx 5 Mkt e Wc'q. - �ryz IL `` �_-- xz i � l.C� > r.. o .50 i I I � I � I I I ROSSETTI-MARTS. INC. R„CE4 Hp __. qE 2263 Northeast Cornell Road r" _ ` HILLS©ORO, OREGON, 97124 c�.,cuuTEo er__� -.vDATE (503) 648.3358 C14ECKED er SCALE 10 ROSSETTI-MARLS, INC. SHUT Ko 2263 Northeast Cornell Road HILLSBORO, OREGON 97124 CAICUTAT (503) 648.3358 co 9,__` % � DATE CHECKED BY_. - __..`_ DATE _ SCALE_.. QLUtjU !- FIG f-I(' �-a-2- t-1. w - �v.� 2o :r--CO -mai �- { z I2 C. ��=3 1 - ►x r AA— -41 4 If, I --------------- V � f�I= p4 ' 7z 55 (,Lal. �- ' °j + (10 3 03 21,63 r ROSSETTI-MARISA INC. Ct'TI T Nl -. _ J OF 2.263 Northeast Cornell Road HILLSBORO. OREGON 97124 cAtan AT Hr G�� DATE (503) 648.3358 QHE('-t D BY _.__. ___..,� - DATE —LI z j -ZITa3 -- ��CZ�.G/ = i7, JI I � '� � l,U•�.��z � 9 79 I 9761 T 6.70 Or- '- (F x. . 4 i x- is W, -/Y "1 r3 ✓. C,?S f ROSSETTI•MARIS, 1I4C. _..___ oF_--- _ 2263 Northedst Cornell Rued HILLSBORO OREGON 97124 A,cul i;,By c. ' DATE (503) 648.3358 CHECKtt: Vr _ _.._.____._...._ __ DATE__..__._._. ^atE Ile— r� } �z Co Viz. r;a 1 , -{- q, e :`Lc = 2 9 4r�4 i — 14- 14. 414 . 1d- G, 6 cj 5,10 ��► 4►1� I 1 ::1 Fj hL E r_ �1►sb y 5� IL i �C-,�_u► 113 1 ol Jon ROSSETTI-MARTS, INC. of Road iILLS30RO, OREGON 97124 CALCULATED BY DATE 5 58 CHECKED BV--- _�. 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