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14725 SW 72ND AVENUE-1 ".r^:'W'rYM!ine�/AMn�y �t n U) E n) M n. W c m J C m �t r i 1 f� f I I M 4M AL 'RW I g Onv nw ................ F1 0 a• m t F y.1-1' p If 01 —cs P4 c u ter t— u J 0 �-4' ... T Or u u cd tn. 0 ��' c (1) c 4 4J 4- rj 0 NI td ft C lu tj 0 4.J u m H P, u qwK s CONSOLIDATED FIRE AND RESCUE City of eavtcn County etre Dis:ricDepartment nt t City of Beaverton Fire Department Tualatio Fire District FIRE MARSHALS OFFICE (503) 526-2460 POSTED: OCCUPANT CONTRACTOR l BLDG. PERMIT 0 PROJE:T NAME PLAN REVIEW 0 LOCATION "` % JURISD CMO = Be. 2= Du, 3= K.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= PIC COVER rFINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL El Framing Separation Walls Sprinkler System Shaft F-1 Fire Dampers (Overhead/Underground) Alarm System t___I Hood' Extug Systems � Conference 0 Spray Booth Ceiling Cover EJ Other .r Date: Inspector: �. <` i► - . �__,"ALIWJL -� CONSOLIDATED FIRE AND RESCUE Washington County Fire District 1 City of Beaverton Fira Department I ualabn Fire District FIRE MARSHALS OFFICE (503) 52.6-2469 POSTED: OCCUPANT (: CONTRACTOR ,r , r >f,,,, V _ BLDG. PERMIT I6_` PROJECT NAME _ PLAN REVIEW It LOCATION +I ;r S [r. ' ._� }` _ JURISDICTION: 1= Be. 2= Du. 3= I.C. 4= Ti, 5= Tu. 6= Sh, 7= Wi, 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing u Separation Walls ❑ Sprinkler System �❑ Shaft Q Fire Dampers (Overhead/Underground) I—� Alarm System Hood' Extng Systems Conference El Spray Booth Ceiling Cover ❑ Other .� L2,,1_ /.1-i s Date: 1�_ J Inspector: 24_411 ► I ,U►.1�'r2- SITE S I G N Portland C3eneral Electric Pl 1 � 14655 -- 14725 S. W. 72nd Avenue', Tigard, OR i � � T � -� I �-� ;�, = I I-JG�T�. !.;.._ f•�� =� i�fel ��C-� F-5E>?6 : I�o�L��" c��..� ��.J 11...DI►�j�> \ APPROVED FOR CONSTRUCTION CITY OF TIu R."D PEP'iMIT NO.,.5Pef-Ot SI I'E•ADDR S;: 147x5 j(,ci 7:W _J N � loo Zoo 3E FACILITIES SERVICES 1 1 SW SALMON PORTLAND OR 97204 '1 -7e r• Rortland- General Electric L. j l-,,�-4T4 P—EX iST�N C U r— • L ETT1-05, AND SITE SIGN Portland General Electric P 14655 -- 14725 S. W. 72nd Avenue, Tigard, OR 1 gPPR FOR CONS ;AUC I 'ITY OF TIGARD ,�, �n� SITE ADDRESS_I!�7, _S! -�•Z" � I PERMIT NO.5C�=�- DATE Il' - BY JITLE1t .LuF �. I AQ&r� 14555 -!amuE V- Io I I i ':2t s , 14725- P? J I LPIN;...= I & b A M 0-5A I c:- �L.UG. CE FACILITIES SERVICES ' I SW SALMON PORTLAND OR 97204 Z Vorii it No. SP 88-184 CITY OF I'IGARD SIGN PERMI-I APPLICA1 ]ON The applicant hereby applies for A permit for Lho work indicated or' In Lho accompanying plans arid spocifi(.al Ions SIGN LOCATION ;iDDRESS. 14725 SW 72nd Avenue ZONJ NG NAME OF BUSINESS: P.G.E. APPLICANT/AGENI : Owner COMPANY: PHONE 226-8374 The City of Tigard imposes an annual Business Tax whi(JI muet be kept current on all persons doing business in the City. Do you presently have a current Business Tax? PROPOSED SIGN: (Check as many as apply) PERMANENT (XX) FREES-rANOING (XX) FREEWAY TEMPORARY WALL rucrRONIC OTHER HJU.BOARD B At,1,OON SIGN DIMENSIONS: 7 ft. long x 3 ft. (double faced) EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft. ) : _42_sq. ft. WALL AREA (Sq. Ft. ) : _ NA WALL FACE: NA HEIGHT (ft) : 5 ft. PROJECTION FROM WALL: NA __ ILLUMINATION: YES (XX) NO j TYPE External_ COPY: P.G.E. Portland General Electric MATERIALS: EXISTING SIGNS: None ADMINISTRATIVE LYCEPTION: APPROVED N/A ARCA III.-IG141, HOW Mucil- COMMINT'S: PLONNIN(I 01A)ARIM1,N) All sign pormits mut;t I,w Accompaniod by 4 -;t ,410 d r-,4w i I iij Fermi I 1 rr $25.00 and rdot plan If work mithori;,isd undor a soln pi-r-mi I Nottlipt Nt) 101344 has not boon complotod within ninety daytt ifl.ilr I ho opptovot7i Ity J. Offer pisuancic, of tho pormit III$, pormil 01,411 botomo (11111 H'j I " 10/27/,88 411d vilid. I I i (AkII(Al III RIVII I I CERTIFY THAT I AM 1111 RECORDED OWNER OF HIF PROPERTY I'll 11 Yl '; ( " RI(I X I OR AN AGENT AUTHOR11111 MY THE OWNS fill I I l(. PI I?M I I I?l (0 M h11141 1)- Y K IS No X ) cy.1 121 -t?w -�-,ALAAC)Q -2-L co --- a$11 c� nild r o 3s C1 a- OW CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton l=ira Department '0 Tualatin Fire District FIRE 1ARSHALS OFFICE September 3, 1988 Firestop Company 9384 S.W. Tigard Avenue Tigard, Oregon 97223 RE: P.G.E. Fleet Center 14725 S,W. 72nd Avenue Tigard, Oregon 07223 Gentlemen: This is a Fire and Life Safety Plan Review for an automatic fire protection system. This plan review is predicated on the National Fire Protection Association Standard No. Thirteen (13) . The installer shall properly identify this hydraulically designed automatic sprinkler system by a permanently attached placard indicating the location, and basis of design (discharge density over designed area of discharge, including gallons per minute and residual pressure demand) at base riser. See NFPA 013, figure A-7.1.2, Sample Nameplate. NFPA 13 Ser_. 7-1.2 The following tests shall be witnessed by a member of this Fire District's Fire Prevention Office staff. Please call for an appointment no less than 24-hours in advance, NFPA 13, Sec. 1-11.1 Flush (test) the underground and lead in connection as per NFPA Standard No. 13, Sec. 1-11.2.2 and 1-11.2.3. NFPA 13 Sec. 1-11.1 and NFPA 24 Sec. 8-8 Hydrostatically test the underground piping system with as many uncovered joints as possible. NFPA 13 Sec. 1-11,2 and NFPA 24, Sec. 8-9 and Sec. A-8- 0.2(a) and (b) Hydrostatically test the automatic sprinkler system(s) as specified in NFPA 13 Sec. 1-11.3 All alarm functions shall be tested, NFPA 13 Sec. 1-11 Water flow, air maintenance, and control valves shall be supervised in compliance with NFPA Standards 72 series by nn approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. UBC 3803 NFPA Stds 72 4755 S.W. Griffith Drive 0 P.O. Box 4755 • Beeverton, Oregon 97076 • (503)526-2469 Fi.restop Company October 3, 1988 Page 2 Provide and maintain approved spare sprinkler heads. These emergency heads are to be stored in an approved cabinet mounted next to the sprinkler control valve. NFPA 13 Sec. 3-16.7.1 Provide and maintain an approved special sprinkler wrench to be kept in the cabinet with the required spare sprinkler heads. UFC 1-.301(a) , NFPA 13 Sec. 3-16.7.1 and 3-16.7.2 Provide and maintain signs of standard design, adopted by the automatic sprinkler industry, and attach them as necessary to properly identify the control, drain. test and alarm valves of the automatic fire sprinkler system. NFPA 13 Sec. A-3-14.3, UAC Stds 38-1, 38-2 Provide an iron or bronze sign with raised letters at least one (1) inch high to be rigidly attached adjacent to the siamese connection; such sign or plate to read, "Ai)TOMATIC SPRINKLER". NFPA 13, Sec. 2-7.3.6, UBC Stds 38-1, 38-2 Call this office for inspection request 24-hours prior to desired inspection time. Submitted plans are approved for construction subject to Lhe above noted items and compliance therewith. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel tree to contact me at (503) 526-2503. Sincere Bo H Deputy fire Marshal BH:kw cc: Tigard Building Department Washington County Fire District No. 1 ® City of Beaverton Fire Department ° Tualatin lural Fire Protection District June 23, 1988 Buddy Niss.ing McKinstry Construction 834 N.E. Couch Portland, Oregon 97212 RE;: Portland General Electric - Natkin Site 14725 S.W. 72nd Avenue Tigard, Oregon 97223 Dear Mr. Nissing: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1.985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , ac.d Uniform Fire Code (UFC) as amended by Tualatin Rural Fire Frotection District's Ordinance 86-5. Plans are not approved. Please revise and resubmit correcting the following items. Body Shop (South) 352B-110-000 This building was originally built as a Type II-N B-4 housing a Group B Division 4 occupancy. Occupancy is being reclassified to Group H Division 4 with a Group H Division 2 spray paint booth housed therein. 1. Flammable & Combustible Liquid Storage: Flemmable and combustible liquids Class 1, II and IIIA shall be stored in compliance with UFC Article 79. 2. Flammable & Combustible Liquid Dispensing & Mixing: Flammable and combustible liquid mixing, and dispensing shall be conducted in rooms as specified in UFC Article 79 Division 8 and UBC Sec. 902(c) 3. Spray Paint Booth Exiting The spray paint booth (hazardous occupancy) shall be provided with not less than two exits that comply with UBC Sec. 3304. UBC Sec. 3320 4. Separation of Exits: Exits from both the spray booth and the Imilding sUa= r Ia a— te�y one-half the diagonal dimension of the building or area serve,.. UBC Ser_. 3303(c) Buddy Nissing June 23, 1988 Page 2 5. Automatic Sprinkler Protection: Plans for automatic sprinkler proteation have beet: submitted and conditionally approved for the spray booth protection. This Plans Examiner would advise that automatic sprinkler protection be extended throughout the entire building. 6. .Piping Systems: Piping for 02 Acetylene, CO2 — and Argon gases shall be installed and tested in accordance with UFC. For testing of these piping systems, please call this department 24-hours in advance to set an appointment with an inspector to witness the tests. Contact person will be Bob Ray (649-8577). 7. No Smoking Signs: No smoking signs shall be posted and rule rigidly enforced throughout the building. B. Welding and Cutting: Welding and cutting shall comply with Article 49 of the UFC. 9. Ventilation Equipment: Entire building shall be provided with ventilation equipment that wail provide not less than 4 air changes per hour. Air removal equipment shall be designed so that it is taken close to the floor level. so that air is taken from the building close to the floor level. UBC Sec. 905 10. Sources of Ignition: All sources of ignition of Class I, II and IIIA liquids shall be moved to not less than 18-inches above the floor. UBC Sec. 908 Para. 5 11 . Spot Painting: Spot . •inting may be conducted outside of the booth provided that it complies with UFC Sec. 45.207. Timing on the spot painting shall be not more than 9 square feet in any 12-hours with at least 6-hours between paint sessions. 12. Interlock Spray Booth Equipment: An interlock of the air supply to the spray booth ventilation system shall be provided so that spray painting cannot be conducted without ventilation system of spray booth operating. UFC Sec. 45.206(b) Carage (Nort!i Building) 352B-062-000 Thi . structure was classed 83 a Type V-N structure housing H Group B Division 4 occupancy. It is being reclassified as housing a Group 11 Division 4 occupancy. 13. Allowable Square Footage: Being classified as a Group H Division 4 housed in a Type V-N building, basic allowable area is 5100 square feet. The area may be increased 100% for yards which produces an I Buddy Nissing June 23, 1988 Page 3 allowable area of 1.0,500 square feet. The structure has a ground floor area of 15,200 square feet and a mezzanine area of 1,290 square feet which gives a total area of 16,490 square feet. The building is over area, therefore, automatic sprinkler protection in accordance with Uniform Building Code Chapter 38 or area separation walls that comply with Uniform Building Code Sec. 505E shall be installed. Also, this structure exceeds allowable fire flow (3.000 gmp). Installing automatic sprinkler systems or area separation walls will provide proper compliance with this item also. 14. Flammable & Combustible Liquids: Flammable and combustible liquids shall be stored, used and dispensed in accordance with UFC Article 79. 15. Ignition Sources: Devices generating a glow capable of igniting Class I, II or IIIA liquids shall be located not closer than 18-inches above the floor. UBC Sec. 908 Para. 5 16. Ventilation: Ventilation which will provide not less than 1 cubic feet per square foot of floor area (275 cubic feet per hour) of air changes taking suction at floor levels shall. be provided. Also, engine repair stalls shall be equipped with an exhaust pipe extension duct extending to the outside of the building, which if over 10-feet in length shall mechanically exhaust 300 cfm. General I'ems: These items will apply to both buildings: 17. Exit Door Hardware: All doors shown on the drawings must be operable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. (UBC Sec. 3304) 18. Firestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, piumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec. 2516) Note: This only applies if combustible framing is used in either of the buildings. 19. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency -ctitcles. (UFC Sec. 10.208) Buddy Nissing June 23, 1988 Page 4 Since all. three buildings on this site are addressed by the same street number. , means for identification of separate buildings shall be provided on each building. 2.0. Eire Extinguisher Requirements: Not le s than one (1) approved fire extinguisher(s) with rating of not less tnan 2A10B:C shall oe provided for tach 1,500 square feet of floor area or fraction thcreuf. The travel distance to an extinguisher from any portion of the building shill not exceed 75 feet. (UFC Standard 10-1) Notc.: Where flammable and combustible liquids are used, stored or handled, not less than 40BC fire extinguisher shall be provided within 2n-feet distance of these areas. 21. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no pro.,isions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitter) to this office for approval prior to installation. (TIBC 302(b)) Note: This applies specifically to the garage building, unless area separation walls are installed in it and also, to the body shot) building if automatic sprinkler protection is extended throughout. 22. Approved Plans_on Job Site: One set of approved pians bearing the stamps of the "';gard 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 fire ins!Tectors for referr_nce during required construction inspections. (t)BC Sec. 303) 23. InFpect Ions Required: Inspection and approval. € construction by a representative of this office is required: (a) p. _..r to the cover of any new framing elements following the installation of all utility runs which will be conr:ealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 24. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space) , a certificate of occupanr.y or other written instrumt.nt of approval must be obtained from Lha City of Tigard Building Department. (I1BC Sec. 307) SPECIAL NOTICE: VEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, Ar.E PROH'-tTFD WITHOUT THF WRITTEN AUTHORIZATION O1' THE WASHINGTON COUNTY BUILDING DE.. ENT AND THIS OFFICE. Buddy Nissing June 23, 1988 Page 5 If I can be of any further assistance to you, please feel free to contact me at 649-8577. Sincerely, TUALATIN FIRE D TRICT Gene Birchill Deputy Fire Marshal 20665 S.W. Blanton Street Aloha, Oregon 97007 GB:kw cc: Tigard Building Department District Inspectors T� ,A FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 3782 INSPECTION NOTICE OWNER /_ 2 C� OCCUPANT_ DATE tC L _ OCCUPANCY LOCATION y7 e' YOUR AIIFNTION IS CALLED TO TFIF FOLLOWIN, FIRE SAFETY DEFICIENCIES: 1 /A/ sr/ 'f FAILURE 10 CORRECT TIaF APO,/f- CO4[7ITIONS WltIjIN _ bAWILL MAKE IOU LIAR TlO RESULT FROM lUCII CONDI TIO'!S vOU MAY BE LIABLE FOR DAMAGES TO I'EMOULD -Rr ORS 479 109 RlO PgOP�[R 71 O rROSECU ID EP ROVIIION! OF By WASHINGTON COUNTY FIRE DISTRICT#1 FIRE MARSHAL 20665 S.W. BLANTON STREET ALOHA,OREGON 97DJ6 649.8577 PRESENTED TO FORM 900 AO .. AW a. MIRA 0FT1 MECHANICAL PERMIT C1TYGArRD - &CITY&TW"ARODPERMIT NO. : MEE�C311 E39 COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.Hall Blvd.•P.O.Box 23397,Tigard.Oregon 97223,(503)639-4175 DATE' ISSUED: D 6/22/90 ___ PRIM. PMT.NO. 9ET1199 .1013 ADDRESS : IA725 SW 72ND AVE � -- T'AX MAP/LO'T' - --- _— LANI•T USE : sue. -(IT' SJ.ZE: L-f: BK : WORK CLASS : ALT'EKPAT'ION ITEM : NO: US- 'T'YF)Fw: C:OMPfE:F2C:l'AL FUPNACE: <100K AIR HANDLR <10 NO: CONS T . T'YF)'.": FURNACE* ].O CE 1 Al, HANDLIZ 10K k IN FLOOR FURNACE Occ, G%IgP EVAP. COOLER 1 I.1EAT'E'F2 ? VENTFANVENT k�LR/COMP VENT . SYSTEM NO. Sl'URIkS : 1 <:3H1? HC)OD DWELL.UNIT!; : DLR/COME) 3-1"9FiP I)I._R/(�C)MF) I NC I NERA'TOR(DOM FUEL. N�TYPE GAS 15--30HI•') INCINERATOR(COM MAX. I ,t.1T" L+I. 3U- UH 1,:f000U RHPA:1:17 UNIT'S f IFZE L�MF)F'tS'� NO CUMP 50•+•HF> Iy 2 OTHER LOW NO GASPIPING OUTLETS 14 yLt- —.--�_ - Aciclltit3n ti+ncl c:ltiat7�� tt1xa.sit:i.n51 s+ylat�pt , AP P1;ti.rlt• 4ci:;r t=.1y ht3ath -- --- --. •'u r t l tit rl ClS : --- ii DERMI�i" �v I. ':I• !:)W !:)it 1.In t3 r1 S t N lat)I t.:l.+sttci U.7 5)720*) PLAN REVIEW *10 ,0 E i $1.,q. UU I{ (:)Nk U (�1 ;.i) e'i,•'b_..F31 7,".f FIXTURES STATE. 'TAX •46 . 00 O 1'F(E R Ma.9U FN) TF2Y CU TRY CO. 0y, ].21,4419 nd(503) 238--416cro PATTON NO --_-• - TOTAL : $72.Ho This permit is issued subject to the regulations contained In Title 14 _ RECEIPT NU. of the TMC, State (A Oregon Specialty Codes. zoning regulations - _-y _ _ __ - T and all other applicable codes and ordinances, and it is hereby EGAS RL tN INSPE:(;'TIONS __ ^ry agreed that the work will be done in accordance with the plans and MC'C:HANCL. . S specifications and in compliance with all arplicable codes and YSTEM ordinances The issuance of this permit does lot waive restrictive F T NAL_ covenants. Contractor and subcontractors shall have current city business tax permits. This permit will expiry and become null and vo,d 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 be the responsibility of the permittee to assure all required Inspections are requested and approved � 1 Zmtt@eSijnaI! Issued By -- AL.L.. i'OCT TNSPECTION 639-'4175 SEPARATE PERMITS REUMED FOR WORK OTHER THAN DESCRIBED ABOVE +ate �MffxxvaqRx PLUMBING; PERMIT CITYOFTIFARDPERMIT NO. : PLa61190 �'4p, CCITYOFTWARD DATE ISSUED: 6/22/88 COMMUNITY DEVELOPMENT DEPARTMENT �r�o« PPIM. PMT.NO. 691168 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard.Oregon 97223,15031639.4175 F3 ADDRESS . -3-8"123-c�LT172TiT3 AVE— - -- - - T AX MAP/L.OT SUED: LT: BK : LANG) USE : LOT 51.Z_E : ITEM : NO: NO: WORK CLASS : ALTERATION WATER CLOSET TRAP USE TYPE' . COMMERCIAL URINAL BKFLOW PPVNTR CONST .'TYPE . IIN LAVORATORY 'T'RAP PRIMER t:) '.Up. GRP. : HA TUB SHOWER GREASE TRAPS, D T SI•IWASHER GARBAGE DISPOSAL NO . STORIES : WASHING MACHINE: DWF L.1_. .UNITS : I...AUNDRY TRAY BLDG. DRAIN (DIA FLOUR DRAIN SINK SEWER (FT) WATER HEATER STORM/RAIN (FT OTHER 1 REMARKS : Ocher : Addition of ailgitor) vi4lvta to m storm drainage siygitk-�m n �t Portlatid GerlHriAlEI&K—_triC PERMIT $15. 00 121. SW '.-i it.L ra a rl St I I n r t1.atrid OR 9*7201 FIXTURES N PHONE (303) 't.226-817,5 STATE T AX II . 79 1' OTHF'P •3. 75 C O N T R A T T TOTAL : $19.50 O H RECEIPT NO. This permit is issued subject to the regulations contained in Title 14 REQUIRED INSPECTIONS of the TNTC. State of Oregon Specialty Codes,zoning regulations STORM DRAIN and all other applicable codes and ordinances. and it is hereby ROUGH- 1:N agreed that the work will be done In accordance with the plans and r'.1 NAI... i specifications and in compliance with all applicable codes and 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 be the responsibility of the permittee to assure all required Inspections are requested and approved i �ilidLlGF>r�� Per ee Signature CAI..I_ F-UR ]INSPECTION 639—AI75 issued r1� � -- 1 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE F1011 0714(.1. i.;Enti:rT CITY OF TI��RD VICAHT I' NO WJ8*,.]f1'L89 CrINOFTiVARD rwri,:* 1155UEO: 6/22/88 Ty COMMUNITY DEVELOPMENT DEPARTMENT I.IP EM PMT NO 8$3 1.1.Fie 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard,Oregon 97223.(503)639.4175 I'AX MAP (1,11 5t.1F1 1 r F.3K I 16)iNr) tJGr_ (TI ST i F 061 1 JAT 1.(314 48 60 ,000 5I-'t8AC;Kt-', V PONT : 40 PEAN 'U IsIOPK (J AGSI.IN'E PB L EFT: 1.0 WIGHT 4( I)Inl* 11,14%, COMMKI)MAJ. 140 1,31KOP001`115 V.X'I WALL CIONVvi - 'I 1 1'. IN NO P6 11115 14:NF; G . E : NP W:NA VA-01) 1-1A PPOT r31J1_".N1NGC; - 1. II)AD 30 N-NW G NP E NP Id NP 113,11A1_ A Z..)0 0 NO 511,01:411E:ii 1. 1.5 r - 7500 R011'.111" CON51' h VIRE VIE Ij ftt I-IEA GHT 12 A PNI) FII:PAR? NO llevl F0- 141"1 NCI 3P11- SEPAU!'? NO WATED N14 oAF;F.m , r F11:1113N LOA[) I i4?!15 G1APAl1,;E_' 1."W000 V 1:PL C.ii 1�1 P K I P7 YF.::5 AL APM7 NO IL-I Ow(OPIII, OF t+,C*I� NO (Fl., GAIS r.,0 P P l4c) -A i.t:il two 1:1'1 i1q.:4 i^idd ' 1i +iicltii lutclui +cii 11K.I":iFiLlIr.: Dir- NO i :file. i:incl F)*-[i it 1:)rjot,h PFAM]. I* 11i 31*3 U 0 W %i'1kJ LEIA1 $P03 11:! N P n(4 97k.!o,:f I. IJ)E: 1' E111, 1. P. E R P11-10141H, (303) PH6. 1WI .) r" HE C MCI(A Nli 1114Y CO DI: 4! S 11,011PIM 0 I'V1-IINST14), CCI 500 15'11 FATT U N T R17U1 r 61V A e)j'2 0 C T 1 .10 11K) .10911143 0 This permit is Issued subject to the regulations contained in Tille 14 of the TMC. State of Oregon Specialty Codes, zoning regulations Im.OU'l,T If4c, and all other 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 all applicable codes and ordinances The issuance of this permit does not waive restrictive CXI 14'.A* covenants. Contractor and subcontractors shelf 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 be the responsibility of the permittee to assure all required inspections are requested and approved S4/ ?_ �� Permittee Signatures Issued By SEPAIATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE 94 . .•IS* — f1 .t "t � �y¢'tea .,►';. / ' ��/ w 'S`� 985+��' t ;SRha .; k. fi�1yt� tA� •.,��I N. I�,S:, i 4nl'� ry I�y'��•� �Q,., <., 1^F `y ' :~�t�Iw.� j N!1 j•�`�r ''t t'*t.,,} + �t o.r/� �y i '+ i. "'Y'�. + k' .�d� a �^?''� r� ' >f t N y ,,� 1{i,+1 � •,/( 1{ ��1{ .�.��t � 'la• '((j!'+, ,d°t}� � 'c �rrr''�.n,�''"�� '"° art .� ��►� �- rrrr ,:� ti.� ,,ti +�r � )^ r r aa' , ;G r: i hl�;�'y4i _. �•� ,�, �'� ISI;h�� " M: 17� i. R M Vj ` 1pc 44 1=i � 14 f RON: bo rob) .194-1 10 U C rnin . y O z N ra c0 01 Find ) Ix ed in u 4-1 cq � rt1 .fl •.+ .D � 4. � I d•1�Iq 1 00 1""1 Nip f{Diz , 4 c .1;�� ' f�:.Y.•��G.Nt714•n•Se:btY>.•ttL3G•G•Ck.t ::r„baerv'.��wen'dp.rpd•�S.�i..-SIT?::----- _ �:w z:�. - -. ��"� �+�'''� ") n N�1kM �„�,�:`� .• ,�b►t.'��'lify''� 1� � �,• � ',�'l�,•,�� `j'`1��r �9 \�1� ^`r !.°..•: yf.. ",o . . N'i_",�a'� ��t�. }ty'MV ' .�,,.q� �P . t:Rf►�1-N� - .--\/\_. - ter.. .�<`"��."� :.. .n.. .�•\_ �-�,��` -��•.__.._��„- ` •'`_"'-. �•l '_`.y -i. ... }�'.r.v� .y, "^,'ti'' _" `,may"`i "� `�. 1, �T ,�4',.-Y - 1T .;,1 ,J y �—�•lf` , � •. �;i � �4� l \J� 1 �•l. �C 7 ��•� �I�- .i�"�1; ��.n� ��,1 �� II ✓ I r r� ��(,r�• I�� 1�•y�f �r ��ay�t��F�r � ,r. ! ` 1`1L •��1 .4Y. •'Y�'�' �l r' �'Y'yt 1 f�,'�`f�t �l - .. �;''✓(r 1l ,r"1`.ly�� ,,,,✓��A. , ��. b (,.rt'~ a'' �... i' �..+�'k 1,.. may'- .� 1 Y t ;.. rY� —4.k 1.S�.hA.:rw OO��FF _N�."•G{A � y,vZ,;��./VVy `1; '. }� � .�., w,,., ,:Y3, .:y..tr3YG::L-fai.. '�1::r:, .:mYar.,S..:c...:,.d��b•Sr �r �� i r Oit ry .Y it- 04 t:. i r + Ll • It IM • �4:t��fl 1: • • .. , � .1 C3 04 k� ` • • - •t '!..� j • \ 1tL`, r; 14RK U* U) __4 :j fir 4-4 • �/^.1�/}�yeti ti ��"' • , • % i x: I 44 to F � to Cd1 I + Tl .lr V. ..,ar•av,aNtcte ;'�,' �iT',,t,• / i f tut aiatin Flie bistrict Inspection' Notice 8405 S.W. Eliigaen Road Tualatin, Oregor. 97052 C-> Phone 882-2.601 Building Name� Address_ 0 f G G. CL, 06, � r4 Pursuant to Section(a) of adopted codes, the . ,iowing item(s) require correcting: 1 N Le_.,. 0 C.SEr__l_ ( Aj i ?)_ Z_�_ 'ss_C- .-_£� 1� sr�� - mac. t..z� A-) TR ._ ► .'�...�:., �S t .�5�__. sl v Gf I c)),J r3__ ,�. c.D -I-X_�-- inspecl ,� _--d.�.-L_ (; - L C.._ rnLI ;:OR RFNSPECTION on �= ✓.L(�.) . ., ,�,1_--.� 4}lqrdY,I I1_a I NG DEPT. Tualatin Fire District Inspipction Notice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Building Nnme l —Address C) So 0-, F"r MTL -SH-e)p L-1 P4 PI-16 Putt. to ';(Ttion(s) of adopted codes, the following item(A) require comectinscr C. Date: CAIA FOP RFINAPFCTION OR _(\jA �Y) BI)RDING nFPT. ".,��}.�� '►7.�jy,� 81" ty'��' '�P, 1, t�C!''i rr,�'::ry�P�'iY,�. t;i"'.q...at"x^ r�^"r..wri..r«n..:N.��;�?Y""W'�!` S'�,�/;� N' b ;Ttialatip, Eire Dist+rlin, n Notice ' ri;ai,ttin' t�r� ati.` 7062 Phone 682-26bt 1. s4 iluifdinq Name_ J 1 `,,..'� `_Address_b+-A-7 A<' S Pursuant to Section(s) of adopted codes, the following item(s) require orrectinq: 13 r� [? �✓i.�Q-iso-y�..�L.�� _ra LVe r nr AfgE_1_ t 1 C:,_4' l ;-----ln-— j,4 WIj vim' / r t 6-1 14 Le 4 r— r ttiltTllC.'_ /l/0 "r• Af d ear rx Lj - �--�"�.. •�--+�-- ---- �-.SCJ.--tet � Ire �' >�.. .�..c.�r�,..:�..Iz�....J� -- . -- _ VQ 64 CALL FOR REINSPECTION OR I B U i L.D I N G DEPT. 300-31 e. Tualatin Fire District ',m,,(?3�'t�ivrt Notice F viICinq Mane,-��IR�14, ov'�` c . Qc. Gv4 )AK10 Pursuant to Section(s) of adopted codes, the following item(s) require correcting: . c l� ro w * `✓� r' J, 4-4 I JA le �--_ _ Uate:_J /� U - _ tnsperf rr CAI L FOR REINSPECTION OR BUILDING DEPT. `_ - -� �) 300-31 '. City Of T! 1 _ ��'cN�ecancat Permit NO. Neiw Instalration Replace C] Relocation!_J Addition C] Alteration ❑ DATE: HEATINGCONTRACTOR ��rQ.l vi 2 &-{; OWNER ADDRESS t / 7 }' JL,� 7-1 ""°� — JOB ADDRESS PHONE_ C 1-E" �/{•S–L1 APPLICANT. Heat Input Rating(BTU per Hours Vent Sipe __ Flue Size _ FUEL OIL C] GAS �LECT ❑ OTHER �- ITEM t017EM _^ --NO. FE.T, for Issuance of Permit SEE BELOW Each Air Handling Unit or Duct S• sten 7,C0 New-up to & incl. 100.000 STU 6.00 Commercial Hood Svstem 7..50 New 100 000 BUT's & over 7.50 Other Equipment - Each 4.V0 W_oodburning Stove 4.50 1 Trip Inspection Wall-Floor- Susoended 6.00 Air Condition Compressor - up to&incl.3 H.P. [I j 6.00 _ Vent System w//Fan _ 4.50 A(r Condition Comoressor-3.1 to 15.H.P.incl. M 11.00 ` Heat C,,)oling _ 6.00 CITY BUSINESS LICENSE REQUIRED BY ALL CONTRACTORS OR 5118-C0NTRACTOR5 ! ! PERMIT ISSUANCE 10.00 Comments: FEES SUB-TOTAL % STATE L Issued By 25_ ,6 pLAN CHECK �'� Tigard a� - Mechanecal f erml NO. C��e .9 g Vew Installation � Replaca 0 Relocation Addition U Alteration DATE: �7 � � I HEATING /� ' �1 OWNER CONTRACTOR Q•GC ' L) ADDRESS / � Z 2�-_ �.(. t z t JOB ADDRESS PHONE /421 y y� �^ i APPLICANT_ - �?''I-'L Heat Input Rating(BTU per Hoyr) Vent Size Flue Size FUEL OIL Q GAS ELECT 0 OTHER ITEM NO r fcE_ ITEM NO. FfE For Issuance of Permit SEE BELOW Each Air I•Izne'lin Unit or Duct S+ stzm 7.30 _ New-up to & incl. 100.000 BTU 6.00 _Commercial Hood System 7.50 New 100 000 BUT's & over 7.50 Other Equipment • Each !.50 Woodburnin Stove 4.SQ 1 Trip Insperzion x.50 Wall-FloorSuspended 6.00 Air Condition Compressor - up to&incl.3 H.P. 6.00 Vent System w/Fan _4.50 Air Condition Compressor.3.1 to 15.H.P.incl. 11.00 Repair-Heat Coclinq 6.00 CITY BUSINESS LICENSE REQUIRED BY ALL CONTRACTORS OR SUB-CONTRACTORS ! ! PERMIT ISSUANCE 10.00 Comments: -- FEES SUB-TOTAL �- % STATE ly 71 Issued By t_ 25aPLANCHECK �2 �� k4t-bx- 4!P �Z2 c .. it 2i INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard, Oregon 97223 Phone 639-4171 Address Permit Type of Inspection The following Building Code deficiencies -.v required to be corrected: t"7) Presented Inspector Dsteb CALL FOR REIIVSPE7. 101V 0 YES 0 Nc MECHANICAL 8c C:OMPANY CONTRACTORS A FISCHBACH COMPANY. INPUSTRIAL PIPING POWER PLANTS AIR CONDITIONING PLUMBING HEATING SHFF.T MLTAL 14810 S. W. 72NV AVENUE • P. O BOX 2.WH • PORTLAND, OREGON 97223 • PHONE (503) 6204150 June 4, 1981 City of Tigard Building Department Reference: Natkin & Company New Office Building Our Job #5360 Drawing Revision Gentlemen: Submitted under this cover letter for your files and information are three (3) each of Natkin & Company drawings A4.2 , dated May 26, 1981 , showing modification revisions on the new office structure. Please note receipt, and return one (1) drawing for our record tiles. i Very truly yours, W KIN & COMPANY / D. G. Retzlaff Project Coordinator DGR:kk enclosures OFFICES IN PRINCIPAL CITIES THROUGHOUT THE UNITED STATES wrr ti U BUILDING DEPARTMENT, TIGARD PLUMBING PERMIT i - <�,� Z- _—, Holder of a valid plumbing contractors license is hereby authorized to cause plumbing work as herein noted to be installed in accordance with the plumbing code of Tigard. Such installations require inspection by the City Inspector who shall be notified not less than four (4) hours prior to the time the installations are ready for inspection. City of Tigard Business License required for all contractors and sub-contractors. 11 � / Owner__ Address ' ss�Z1� 1<D_Dat.__ NUMBER OF TOTAL TYPE OF PERMIT ITEMS FEE ON EACH AMOUNT R_E.S_ML6LT A_L S Single Fames-1 bath—each _ 25._00 _Pu PIex—Eoch 1 bath unit W 25,pp _ Additional bathrooms—each — v 10.Go Mobile Home Space—each_ 15,00 U INDIVIDUAL FIXTURER CgMKI 1 to 50 Fixtures in 1 bui din —each — 3.00 51 to 100 Fixtures In 1 building—each _ 2,50 101 to 200 Fixtures in 1 building—each 2.00 20' or more Fixtures in 1 builriin —each — 1.50 i MISCELLANEOUS Sewer—each additional 100 It. _ _ 10.00 CJ Qp Plater Service to building 6.00 i PGRMIT 2 ��`° 1 robing Inspection Phone 639.4171 4 i State �,� Plumbing Contractor Ry _ TOTAL ` RECEIPT NO. Issued Rv _ BUILDING PERMIT APPLICATION TIGARD DATE_ 4/27 __,is _s l_ 3718 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE 63U-4:00 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 6110_410 " -�- OWNER Natkin & Co. JOBADDRESS 1.472'i SIJ 72nd Avenue tE!X LOT NO. 2-131-12A_ _ ARCHITECT ENGINEER BJILDER PUral Roads CO. , InC. ADDRESS P.O. Bax 881pTuelEtil-I DESIGNER STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE xX DEMOLITION U RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOVT ❑ PELIGICUS_❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE [] SLAB❑ FENCE OCCUPANCY _I�-� LAND USE ZONE BLDG.TYPE FIRE ZONE —"PLANCHECKBY --7:----HEAT Demob sh (jxisting gwelling. Cap sewer at �.ra erty line or pump & Fill existing septic tank_ per State Cade. SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT_ NO.STORIES _ AREA NO.BEDROOMS VALUE_ _ BUILDING DEPARTMENT_ SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit X10. 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 Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPi..IANCE 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 .Q n LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. �a` SDC-- Total �l7.40 PDC# APPLICANT OR AGENT By Receipt No. Approved I -1 Pl ADDRESS PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Rough-in Fixture ' Final �• — HEATING Contractor Permit No. ---_ — --`-- ------— Gas or Oil -- --- --- Rough-in Final ---- SEWER --- — __---- Final —_-- DRIVEWAY _-— — Final Storm Drainage (Rain Drains Final Sidewalk Curb&Street Final Approach BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Pr:al Landscaping r. Zoning Final iS i i 71 TLDING BUILDING PERMIT APPLICATIONTl QD DATE ?X12X j119 3700 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH EVVORK HEREIN INDILA7ED BUILDER PHONE t_ _ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER Nat,kin a CO. JOBADDRESS 147�c, Lax LOT NO. 1 --__--- 8W 72nd Avtanu� ARCHITECT B ;719Q0_Ar u u ;J_. UILDER ENGINEER g ADDRESS 14830 SLI 72nd Avenue DESIGNER MichnI!L Yg STRUCTURE ANEW ❑ REMODEL ❑ ADDITION ❑ REPAIR _ ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLrION ❑ RESIDENCE E"li'tCOMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT GARAGE ❑ STORAGE _-- OCCUPANCY '�Z LAND USE ZONE — ❑ SLAB❑ FENCE - —�3 BLDG.TYPE 5N FIREZONE PLAN CHECK BY —E—WHEAT ;.I'IJCt 0ff•'ice t�uilcjin all q per plans aril code. ~--- ..f�?��3 rsc�i r•4 �� SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT j, NO.STORIES _ 1 AREAL O.;�Q3 NO.BEDROOMS __ VALU BUILDING DEPARTMENT SETBACKS FRONT :iU REAR " Permit IbQ�.Q(} - 103 — LEFT SIDE_ 11 RIGHTSIDE_ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 02. 50 I REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ArJD SPECIFICATIONS AND IN COMPLIANCE Subtotal 907.50 WITH ALI 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 241. 70 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Tolet -� ) 7C SDC-- _- PDC# P1 APPLIEANTO A ENT - -- - ------- ----- Approved —_ �- Receipt No. PHONE DATE INSP. TYPE INSPECTION REMAR[K'-S�7 � PLUMBING DATE Contractor FP9it No.h-in _ — / Fixture — -- 717 4_F" y��->� Final _ HEATING i Contractor Permit No. O Gas or Oil S 3 4i A�'�" !�_�. - - Q/( -_ Rough in -- 9- Final -_ ----- - --- iR SEWER - -- Final ---- --- - - �-- ---- DRIVEWAY - - __-j_ - - Final --^i Storm Drainage (Rain Drain)Final Side lk Curb&Street Final - Approach BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIF1CA"t E OCCUPANCY - -- -- Landscaping Zoning Final u tf fi. N' -71 -IRK Ct F F U- BUILDING PERMIT APPLICATION TIGARD DATE___ .__a _,ig_Fl 370 5 THE UNDE;'SIGNED HEREBY APPLIES ;=OR A PERM'r FOR TF1c'NCHK HERE'N INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN"HE ACC')MPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER Netkin do Co._ .IOBADDRESS 14725 SW 72nd A_ypnUFJ t'Qx LOT NO. `il-•..1 ARCHITECT Rat h plspn 13U1LDERart;6 -_ _ NGINEER ADDRESS 141330 SW 72nd Avenue DESIGNER 635-6668 STRUCTURE_ ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE C_l COMM ❑ EDUCATIONAL ❑ GOV-T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _._LAND USE ZONE _ M-3 BLDG.TYPE FIRE ZONE=__PLAN CHECK BY a tW ' HEAT__"" tto� Llork ._Permit includes grading. pavings concrete wGrk �, _st0rm ' and sanitary sewer, lendec®ping & irrigation. All per PlanS and code. SEWERPERMITR 5sugr rnsnectj On Ff �� f�1 CIQ�dp OCC.LOAD FLOOR LOAD HEIGHT NO.STOR BUILDING DEPART_ MENT — - IES AREA NO.BEDROOMS VALU$40 �',; SETBACKS FRONT REAL; LEFT SIDE Permit _ ,•1a7 AO =- ----- -- -- --=_-- _ RIGHT SIDE • THIS PERMIT IS ISSUED SUBJECT TC THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 7B J0 REGULAT'ONS AND ALL APPLICABL;:CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE • WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Subtotal 25.50 WITH 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 6.28 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total - $241.78 SDC - i. ! 9y PDCqAPPLICANT OR AQE 1�---^'--� —-- -- Approved Receipt No. PHONE ow DATE INSP. TYPE INSPECTION PLUMBING'ri+►) �.aiT -��--_-' -- Contractor DATE Permit No. - _ �_-- Rough•in --� ------_ /5-. ---_- -- - -_--- Fixture ---�— Final -- �.._—_.-- -- __-------- HEATING '- - - - ---`—' -- _- Contractor ------ - - Permit No. Gas or Oil - ---- - _ __ - ---- - Rough-in ---- -- - Final -- -- - SEWER — -- - - - - - Final - - - - ---- DPIVI:WAY - - --- - Final -- — — - - -- - - --- Storm Drainage - - (Rain Drain)Final -- - —, - - Sidewalk Curb&Street Final �BLDfi- DEPT.FINAL ------ - ._.-.'-``---- TEMPORARY Approacn CERTIFICATE OCCUPA TCa7'IH'ICATE OCCUPANCY ) Y ---'-------- Final 1_ant,scaping I* Toning Final n i tt� ti ...._ .................,__..... ......,...... ...,,......... _..r...,...r..auvrvf w:,:wi.'wiuwu,..MMNWW1kYY M�IYIbWu:4Ytwl�T:wleiWtlYrni+eKw.Wwruwnnoua:rwM.rVu1iWIWW+='w• ., BUILDING PERMIT APPLICATION TIGARD DA 7E 19 _ -- * 7 _ n THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOP i HE WORK HEREIN 'NDICATEl', BUII DER PHONE OR AS SHOWN AND fJIPROVED IN THE ACCOMPANYING PIANS AND c,PECIFIC 1TIONS. OWNER PHONE OWNER JOBADDRESS 1472] SW 7tLOT NO.nd NVerwe _ _ !_ --- - AF'CF!ITECT _ Inc. EN 3!NEER Leslie Poole BUILDERChr1stal,Grady a Har EBB 2G45 NE Argyle DESIGNER` STRUCTURE LI NEW ❑ REMODEL ❑ ADDITION C7 REPAIR Ci RENEVYA'• ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE EIXCOMM ❑ EDUCATIONAL D GOVT ❑ RELIGIOUS 0 PATIO ❑ CARPORT C G4RAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _�:�LAND USE ZONE _L1-_3_BLDG.TYPE _;X_FIRE ZONES—PLAN CHECK BY ____jiW_HEAT_ 1.ofiatruct sheat matal shop all_par plane erld coye,. S;; aJ �� _ Separate plumbing ` mechenir_,a1 parmjin"QW-red_ -- SEWER PERMIT# OCC.LOAD 7t! FLOOR LOAMUTIC.1 RIGHT 23 _ NO.STORIES 1 AREAL i t a9 j NO.BEDROOMS VALUE BUILDING DEPARTMENT SETBACKS FRONT n REAR 4 LEFT SIDE l I.?U RIGHT SIDE _ Permit S530.00 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 Check _2G:).1) WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Subtotal '�9�j 01) RESTRICTIVE ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTF+ACTORS TO HAVE CURRENT CITY BUSINESS State Tax �� .;�0 LICENSE SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. "+ Total 1816.20 sic— PDG# APPLICANT ORAOENT ��--- ey p1 Receipt No. Approved dwh ADDRESS �� PHONE DATE INSP.I TYPE INSPECTION REMARKS PLUMBING DA E Contractor Permit No. — Rough-in -- 0ZA 4P �.. Fixture — - Final HEATING Contractor r Permit No. �(� � "f 7• �..�-�1 Gas or oil Rough-in Final --- -------- SEWER ---- ---- -- Final y/ - ------ — — — DRIVEWAY --- ----- -- ---- Final Storm Drainage (Rain Drain)Final — Sidewalk W — Curb&Street Final Approach BLL>G. DEPT. FINA, TEMPORARY CERTIFICATE OCc«A EY Final CERT IFICATE OCCUPANCY f/ Landscaping Zoning Final ..��Ry..�.�.�.' _ _��.- iM>lM.MWMMI�MY�M!MNM.IMW�VW.MMMMMI�YM1dWMMNIti7ili�riwW 'w.F4'r1MI:N.,:w..,.N,.wr:r%,:,'......rHh'tw.,,.e..nwr:wNNuw.M,.4L7�wwx rrPi'r'MN.�.r�YHr1.bc[rrrwrwrw....r-•. .._ .. r .n-.... .... .. .rw ..".W 1 I �i f Ntft t t X11 ,N3� i t�f r' kh{tt tr II: ' Q !!,, I!� f CITYOF T16ARD WASHINGTON COUNTY,OREGON April 15, 1981 NATKIN & COMPANY 14725 SW 72nd Avenue Tigard, Or 97223 Dear Sir: An error was made in computing the connection charge for sanitary sewer to serve your property at 14725 SW 72nd Avenue. You were charged � of $8.033311 per foot for the 112 feet of your frontage on this line (449.87). Further examination of the terms of the agreement (an excerpt of payback which is enclosed) shows that the charge should be � of $8.033311 per foot from the point of connection to the intersection of SW Bonita and SW 72nd Avenue, a distance of 301.70 feet. The charge should have been 301.70 x 1 (8.033311) or $1,211.82. $1,21.1.82 less the $449.87 previously paid leaves $761.95 owing. We sincerely apologize for the error. If you have any questions regarding this charge, please contact me at 12420 SW Main or phone 639-4171. Sincerely, o Frank A. Currie Director of Public Works FAC:pjr Enclosures (1) agreement excerpt (2) sewer surcharge billing 12420 5.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW J�.�O7A�76>XIX1E�i.olll(CtROpS4ldttAwTOX?6K " (THIS IS NOT A BUILDING PERMIT) Building Natkin Office Building, 14830 c Ld 7 Lp,Le ltg,a.rd—_ No. 81-364 A Washington Building B-2 Audrr's�-N 498, 353.60 County _ Occupancy _ — Const. Sound value 000 Plan ee _ Architect Ralph G. Olson.- Jr. New Bldg. M Addition ❑ Alteration (3 Date Received 4-6-81 —_ Owner Natkin & Co. Address 14830 8 :W 72nd. Ti&ard Date Reviewed 4-20-81 Stories l Area 7984 2319 An1C Varieaq N.S. Fire Walls N.S• Fire Escapes N.S. Euifs 6 , 18 ft Main FIr, Basemw Ht. Slops Tot.Width Stairs l Yes Vert. Shafts N•S J _ Sprinklers Man. Alarm N•S•S.P. Closed Cloted No Yes Area Coveredi Int, Sire Ext. Ext, N_.__/ -- Ht. Det. N.S. i --/ -- _ Floor Varies Ceiling Varies._ Roof Tile Str. Members OOd Clas No. Type Area Covd. Mood ,b.Brd. N.S. N.S. Wall cover Htr, rm. encl. Type Clue Type Htg. System N.S. Fuel N•S 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. 5, 8, 9, ll, 14 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 isnot an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local qovernment. REMARKS: Project reviewed forforniity with the c)reEon�tructlo_�t�ecialty-Code and Fire & Life Safety Code, 1979 �Jition. Saceeptsble llsubject tg�pproval of proper local authorities and the foowing provisions: 1) With regards to item 5 above, closet openings N T t �� o. 15j in corridors 117 and _28 are required to be protected with 20 minute fire-rated assemblies. Section 3304(h) Lower floor shall have not less than 2 exits as specified in Section 3302(a) 2. —7— Pg. 1. of 2 Ex11 )11 Lackey Copies io: Applicant,File,Owner,Deputy,S1,"�, Bldg. D�) .Fire Dept. ,Elec. PRs.4 $P•46183-014 DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW y41tA ROOM 976, STATE OFFICE BUILDING, PORTLAND 97401 (THIS IS NOT A BUILDING PERMIT)Building 4iS�r Natkin Office Building 14830 S.W. 72nd, Ti and 81_364 A Building Address 3) Exits shall be placed a distance apart equal to not less than one-half the diagonal_ dimension of the area served. 4) Door from vestibule 001 to first floor shall be—provided as required by-.Section 1703. __ Pg-., 2 of 2 III iiiim seeeoeeeeeee�Naell I JORMEMO a _ .,..�......-„sees �.,...., DEPARTMENT OF COMMERCE--PLAN' REVIEW SECTION NOTICE OF PLANS RF`:IEW iT 19X747!? DCtE7�AtF97EJ9M(](JiD(L1.CL�FiP�4I>a:�1QHDCaae+� (THIS I!NOT A lUILDINO P:RMIT) F' I Tigard No 81-364 B Nat'sin Sheet Metal Building _ 14830 S.W. 72nd, SEG ORIGIIIL REVIEW "A'r Building _— ----- — Address Building I1—N Lound Value en Fee— Count Washington Occupancy B-2 Const..— y --- 4-6-81 Wilroy Cheyne, Ener:___r—_ New Bidg. ® Addition [] Alteration ❑ Date Received . --+- p'iR� ----- _- Owner :catkin & Co. Address ,14830 S.d. 72nd, Tigard Date Reviewed 4-20-81 1 Area l5t000 000 N'S. Attie open-/ —Fire Walls N.S. -.Fire Escapes Exits 2 / . it. Stories Tor.Width Main Fir. Basement Ht. stops N•S• /._— ._ Spr'nkiers X J---1 Man. Alarm N•S 5.�. --/ r* / Suis — —/_-- Vert. Shoff Closed No Yes Ater C eyed Int. Sze E, Closed Conc e e_p n Roof Metal D1e t��l. N $ —” � Floor _. Ceiling _ Sir. Members ---- Ext. N.S. --- '--� Hr. Der. _ —�Type Covd. Clers No. N17* N.$ e Hf System N_$ Fuel N'S'— Wall cover Metal / Open Hit. rtes enol. .— __-- TyPs flue— --Type tJ Y Eat. Int. mity, with fire protection statutes and regulations of Oregon admin The submitted plans have been reviewed for confor istered by this office. Items PJB checked on the enclosed list ar applicable. These items and any specially noted provisions must be incorporated into the project to meet Curren' fire protectiun regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance w'r.ti any applicable regulations of local government. REMARKS, Pro act ovn ree and viewed for confartnity with the Oregon Strut tur.al Specialty Cod--F- REMA & Life Safety Code, 1979 Edition. Submitted plans acceptable subject to alP - � _ ro er local authorities and. the fcllowin�provisions: 1),An auto�nakic—prinkler gystem shall be installer' when there is not provided at . e i 20 square feet of opening for each 50 linear feet of exterior wall on atiat --- side of the buildin�_� ' + -_---- . . Examined I'•j _Josep h Lackey A licant,Fire,De i�ytSFm N,h , r,Bldg• De Ire Dc,pt. ,Elec., Copieso; �.-....�...._..._ ---- - ._.... ...•. PRs.s Engr.. _.uw.f1�WM1MY3M,M��. . fw,`NP"An.fitlY,1M�dL17:W4:7,dW:wMM."'._ — a�Ali DF.PA^THMN. Fire G Life Safety PLANS Plan Review Numher _ CRECK-MARKED REGULATIONS, IN ADDITION TO A14Y R2UI?X!iENTS APPEARING ON THE ATTACHED REVIEW NOTICE, 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 :cr 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 Dther area by o-,e-hour fire resistive construction. Sec. 3304(g) ✓5. Door assemblies of interior openings to corridors are required to have a fire resi.tnnce rating of not less than 20 minutes and mus_ be self-closing or automatic-closinq. Relights in ` corridors require wired glass set in fixed isteel) framing. See 1973 State Structural I Specialty Code, Sections 3304(h) and 4306. 6. Storage rooms, r.losets, labpratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace 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 nelf- closirg and latching Class B fire door as3e:ibliea one-hour rated, one and one-half, hour rated. Sec. 1706 ✓B. Attic areas require draft barriurs as per Sec. 3205, not exceeding each 3,000 square feet. (4,000 square feet where sprinkler protection provided) Sec. 3203 ✓9. Voids crested by ceiling-floor systems req-::re draft barriers not exceeding each 1,000 nquero feet. Ser.. 2517(1) 10. Building projections such as balconies, env^_s, overhangs, etc., require fire protection as per 1976 State St.ru,.:iral Sp,cialty Code, Section 1710. Vol 1. Fire stops, blocking or framing members piP-:-•d for utility runs require packing to a?ual fire resistance prior to such piercing. Wood fre-e constriction requi•es firestopping of both vertical +end horizontal draft openings at raxiaum intervals of li feet. Se-. 2517(f) 12. Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. ttirdrails are required on all stairway?. Stairways over 44" wide need handrails on both sides. Sec. ]305 r14. Open stair railings and guardrails shall ha---e in�ernediate rails or closures with no openings large enough to Dass a 9" sphere. ser_. 1715 15. Exit doors from lobbies, corridors and roc-%% with potential occupancies of. 50 or more are required to swing in the direction of exit travel. Sec. 3303 16. Exit doors from lobbies, corridors and asserbly areas require panic hardware. V11 7. Hardware for all doors required for egress is required to be of simple type having no pro- visions for lork!ng against egress, with cb•n ous erthod of operation. Flush bolts other than listed nuto!^etic are not acceptable. Sec. 3303 (See exception) 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors throv:gh which patients must be transported in wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at least one window readily operable from inside without special tools and providing a clear opening of not less than 5.7 square feet. The minimum net ci+ar o{,eninq height dimension shell be 24 inches. The r!nimm net clear opening width dimension shall be 20 inches. Whnra windows are provided as a means of egroes or rescue they shall have a finished sill height not trors than 44" (in:hes) above the floor. (Over) ' 1.0. iurle.:. flartr :spread rates of walls and ceilings, minimum requirement: ntairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustitle acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F f:lr one-half hour. Sec. 4202 22. All curtains, drapes anti similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 23. With standard ap..cinq, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles ,,t one end only may not exceed 7 seats. Also see continental spacing, Suc. 331:1 - 3314 24. Standard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. ousting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3101(j) fir,. 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 ie required to be in substantial conformity '+lth the 1976 Mechanical Specialty Code. Corriaors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportahle machines emitting or producing dusts. (Ref: Sec. 1009) Dust collection equipment to be located outside of building or in one-hour separated room equipped with a•ctomatic uprinklers. -__11. A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in aeparate wat'Qr tank port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. 29. A firefighting water ,upply is requ.red within 500 feet of uuildinq that is capable of producing 500 gam (minimum) for 10 A nutea for each 5,000 square feet of floor area within building up to a maximum of 500 glen for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are rc.luired. Couplings and connections required to he American National Standard Thread. Where standpipes are ucrved by sprinkler piping, see 1973 NEPA Pamphlet 013, 3-7.7. See. 3H04 n 31. Approved automatic: sprinkler protection throughout occupancy is required. 32. Approved automatic aprinklars Are requited ,)ver and under stage and in all auxiliary areas, Including dressing rooms, storerooms and workshops. (Sec. 3802) 33. :Mage roof ventilators displacing at least 5% of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-06) 34. Par approved fire alarm system confo.minq to 1972 14FPA Pamphlet 072-A with signals audible throughout l:uildinq and manual alarm sending stations adjacent to exits from each floor or area are required. 3;. 22" X 30" access to attic spaces is required per Section 3205. 16. All exit door:a and accec8 ways thereto are required to he identified by approved electrically illuminated signs served by two circuits with one separate from all other circuits. Sec. 3312 37. An emergency power sysG?m is required for the gymnasium, auditorium, buildinj to maintain exit illumination for not less than one-half hour in event of public utility failure. Se-. 3312 3U. Fluorescent light fixtures installed on combustible surfaces are requi- 3 to be C.L., Inc., approved for such mounting, or installed to provide at least one and on..-half inch air space between the fixture housing and combustible material. 39. Conformance with all requirements for the removal of architectural barriers to t.re handi- capped is req,:ired in c,)mpliance with Chapter 31. , NOTU1 1. [a)cal regulations or insurance standards for must favorable insurance credit may, and often do, exceed these minimum State requirements. i 2. This review does not cover O.S.F.A. (J.S.H.A.) requlitinns. 3. This review does not cover Medicare-Medicaid regulations. 4. Oregon State Health Department. TUALATIN RIIRAL rIn( I`n(17tGTI0N DISTRICI NOTICE OF PLANS REVIEW PO [30X 177 71JALATIN OR �JIU62 `1 PHONE tS11131 b87 2601 (THIS IS NOT A BUILDING PERMIT) PHASE B II Building- NATKIN CO. (SHEET METAL SHOP), 14725 S.W. 72nd AVE. , TIGARD, OREGON No. BUILDING ADPHE;S County WASHINGTON Occupancy B-4 y Const V -N FMz 352 Pg. 1 off_ Architert__ LESLIE POOL, ENG. _New Bldg ' Addition O Alteration O Date Received 3-30-81 eweOwner NATKIN AND CO. _ Address SAME r aae`RW Med 4-1-81 stories_ 1 Area 1600 /_. Attic NO.— i, Fite Walls NO Exits 4 / _,L___tt. MAIN FI.R HA-4 MFNI STOPS TOT WIDTH stairs YES _ I Vert ShAlts_NO . ;_ Sptlnklers X I--/- Alarm N�S.P. - / me - ct('IM 141 t.l OSLO NO YP;~ AREA COVD INT SIZE EXT EXt 2A-10BC, req. Det N/S Floor CONIC. Ceiling_ .._._Roof Slr. Members CF ASS NO TYPE AufA COVO Wall cover METAL / Hir im encl N6_____Typeflue _N5 __ -Type HID System �Fuel._N/S _____. EXI INI The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon administered by this office. Items No, checked on the enclosed list are applicable.These items and any specialty 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 any applicable regulations of local government. REMARKS: 1) This is a Fire and Life Safety Plans Review using the 1979 Edition of the State of Oregon Fire and Life Safety Code and other applicable codes and ordinances. 2) All insulation materials including facings, such as vapor barriers or breather papers installed within floor-ceiling assimblies, roof-ceiling assemblies, walls, crawl spaces or attics shall have a flame-spread rating not less than 25 and a smoke density not to exceed 450 when tested in accordance with UBC Standard No. 42-1. Sec. 1718 (c) . 3) The handgrip portion of handrails shall be not less than 14 inches nor more than 2 inches in cross-sectional dimension and shall have a smooth surface wi'_h no sharp corners. Sec. 3305 (i) . 4) The window above the stairway in section A-2 shall conform to UBC Standard 54-2 (glazing subject to human impact) . 5) Where the exterior finish grade surface is lower than 1 inch below the threshold of man door, there shall be a landing with a dimension in the direction of travel not less than 5 feet. 6) Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203. 7) A firefighting water supply is required within 250 ft. of all portions of the build- ing that is capable of producing 500 gpm ( minimum ) for 10 minutes for each 5000 sq.ft. of floor area within building up to a maximum of 500 arm for 30 minutes. Must be provided by oviner prior to framing. L �— EXAMINED By _-___Bob_I{unt copfEs To: Gene Birchill. 1; Tigard-RIdg- I ENGINEERED CONCEPTS, INC. SUBJ[CT r1;1/,ivr..jl`:(��_.._[lE�LGF►,.,L� ...... BHEET NO. a-.._.OF.... C) ,mow. CONSULTING KNGINKERs -yO ...r_s .1_..� ...__..................... JOB NO. --------- PORTLAND. OR[GON ..».............«..-... ........-«.....-..,-------...........-.._..... BY ..... ' .DATf..j 6 i� r „�a 2E Kv n)? ON 2=5 �yAEL 4- .\:3157-5 PA12^ V_ r.) v44"% 0 75�� 2X 12 0,c N 1 o) /a' - t•ewr a�rw•.x.ru.. Jsi3t L ra wA,6.l...S W, /Sf 75= Wo AdZ 10 2490 Fr %T ol 'A?YF „ I ZG �IZ� `�� /8.y7 Lf �.0 --Ir x -,&0' 263,:''��I-F �1�Df�Q 7. /1�1J C. ,Asv_sm PAQRXLLFL MwaLL (P/:') bJ_ LL : /5ot75L t 'goo PsR !�• n /.s 3GC.,1(t7 USE 2 /Z 99 I✓l� a.� Z/ 110.c. 57A• i I .. ,Lt. ENGINEERED CONCEPTS, INC. SUEJECT ----------------- SHEET OF CONSULTING 61461N490t0 ......... ...................„...._.„ JOd PORTLAND. 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CONouUTING lNOINERRi PORTLAND, OWKSON ................................. . .... .......................... BY-- .�_.h/tY .........DATE.....--- _._RL i A1NINCpWALL_S__r F2A�' lj or /4 oEc:,x)F►TF' 7r� g oAP F-r w Ai-L-S Q / / .✓A L L t. h5 A?rcJ, WV JC rtJ RE: -- ---t- >-- - y_ ('31 S, MZ) B-z .4 !e . q PeHN�. vJ 'ris veers-1 r[; low P 3c = �a.GZ �r ENGINEERED CONCEPTS, INC. Ie ost'Y ".�= 1! .._..�£ 1S,C`�'..................... S 6ET CONSULTING [NOENL[RS —..-.----------—__........................ _ JOS NO............. PORTLAND, OR[OON ............................................»_.......... ----- __ (Z,'-IP-';Ft l a A t t r 741('4 ZC),M--) r V%bM0, F .y ys yao 0.3��fi3 <�"sxr �'�god a,)4'o, ,1s+E ''DLY�►� sv�i�r.� ,voic. ull 49- !ac!o4*0,c, !4.,LL enc nVie e _ Z X: —MAXI - .n9 vL f „,S Y.0, 8A0 e A AACW .UZ:s'XL1 I Lew AA- ZAr, LOAb►Ma, 'MNAW 7L') cCX WC)4,rWA/ a> MA iN FLrot 1 awsk.. ` 4ovjrA c tack_ ar.A.a r"RAbs ,4ic mo. f9b LGAD044 K DESIGN CALCULATIO1, G c.NN.i:Sr . ' a wY. ,•i rl�. ............... ,�}...G.RA .....e..... 044T�..3� . . �... ....................................... BUILDING SYSTEMS JOB NCI-..a . ........ . I . ......• f riT. NO...... ...........OF...1�........ REV...... BUILDING DESCRIPTION DESIGN CRITERIA TYPE: RIGID FRA M c- WIDTH: IpD'-O" (1) A.I .S .C . STEEL CONSTRUCTION LENGTHY 1,50'-O` MANUAL (2) A.I .S .I. COLD FORMED STEEL BAYS : 6(92-s- STRUCTURAL MEMBERS EAVE HT: 20'-c)- ROOF SLOPE: 2 : 12 DESIGN LOADS LIVE LOAD �S PSP DEAD LOAD= 2 PSS' WIND LOAD= 26 PSf- P(JRLIN DESIGN SPAN= 2 5' LOAD= 27 11SF END BAYS USE K.B.S . 8 Z12. ( 2'-4 LAP ) , ALLOWABLE LOAD= / 74 PLF I[JT BAYS USE K.B.S . 8 Z14 ( 2'-4"'LAP ) , ALLOl4ABLE LOAD= IKO PLF /�012 MAXIMUM ALLOWABLE SPACING= GIRT DESIGN: SPAN= 2S LOAD= 2.0 PSF END BAYS USE K.B.S , 8 Zig ( 41 "(A G) , ALLOWABLE LOAD=1 . 3 3x 79 = PLF INT BAYS USE K. B. S . 8 Z 16 (44"LF) , ALLOWABLE LOAD=1 . 33x a` = PLF ALLOWABLE AVERAGE MAXIMUM SPACING= 5� FRAME ANALvSIS : THE ABOVE DATA AND LOADS WERE INPUT INTO COJSPUTEF . THE ANALYSIS AND DESIGN FOLLOWS .THE FOLLOWING LOA- -UMBINATIONS WERE USED: (1) DEAD + LIVE LOAD (2) DEAD + WIND LOAD (3) DEAD z. LIVE LOAD 4. ` ViND LOAu (4) Df A D + J )Nr"[) LOAD + L >A � •' AEU PRn • , FOR COMPUTER OUTPUT SEE PAGE TO 4 C'A.. .�.ui,-A. . iN..s •Y.c ............ .... . ..... . .... .. 0ATC, ,7�P.�•.... KirbN,AP.. R. ... C ............................................ .............................. BUILDING SYSTEMSA pp ... ff JO® NO...�. . ... . v!......... ...... ENT. NO......Z..........or....1.4....... REV...... ell IV �' ---- OUTER FLANSE 8 a 8� ice b y Olt X INNER FLANGE 1�—k4„ %4 3�f� o' WEB 10'-0± JU,O" IO�Or' > !� 34- 22 422 q.4" • ' �� UsE 8 � ¢ A 32S lair uSE 8 �4 325,doll; Z z usE (s }'MM.) o =,x Q O ," a) tjSE 4 � AB " aASE RA7-E �r 14 „ o STEEL .`... ......... DATE...�l.J..�(.��.. ... ..ln f. ...... =•'. , •�. ;; . L ....................................... ............................ BUILDING SYSTEMS r SHT. NO... REV..... JoeNo......�:1. ..,................... s REACTIONS 9 DEAD LOAD +WIND LOAD DEAD LOAD LIVE LOAD d ----------- 10.0 K p.3 K 2 ? K -- .�--- fi �6 ? K 3�.2 K S. K DEAD LOAD + i LIVC LG��D `ti �Np LMAC DEAc L��D w'ND LOAD f LIVE LOAD 3.2 1��. 6 k I[. -�►. 2 ,w. �. ... ...CA. L/C..IQJL./.�. RON S., my.....4' ............... DA TF...�/•r,�/�1... K b ............................... ........................................ -4 BUILDING SYSTEMS r� ..,54 JOB NO-.S/.. ............... SNT. NO.... ..........Oi...I.4........ AEV...... END WALL S YS1—CNl Use ex4C►2 % �oHr. (SOUTH ) - - USE 8x40 TYPE B V F -- 17.67 Use gR4C i-If RQ fc'r DFS19 h /raceJlAre I (.0 8X,028 x 12,5-)2 2 K F USE 9K4 17/Z II.2 x 12 _ (, <30 k,t j 1. - �(� 28• 8 f3 �2 6 4. 7 x . D K S x I y = 4, 0 r-o/u-1h ��S�yH P►UCALAre DLa � �L+wL ►-r, = (i7 � 2aX .v 3 = 9, 60 Kf= z F (7- 12.5) . 6/5. = 3 . 9 k Lu - �2 ry S = 4 . 7 9.4Al2 4,7 A rV '2 i-,Tc 3c, _ c )_6�3< f Ok I . 33 'I B nnL�Q S/Gr ti .CA!L.CULAG;A Iw,N My..�.P........ .. .... �. Kirb `1�; 1l.1..1...... .1,._ . .l.S.f.�fr...�... 1..:/..l!'.. OATS 7 .... ;.5 ( A. (....�/...I.�.,L N ............................... CNK'O.................... 3 ..................................... ........................................ BUILDING SYSTEMS JOB NO.S9..,9.3................. `3NT. NO....),'�........ .OF.../A... .. REV.... usE ax4C12 v END WALL. SYSTEM WE -i-Yf'E$ v;E R^4Ciz wjvxi2 �sE eX iz All" >� OFSIc�rl PflCeduVe L u i :3 i (.Lie 0S)(. o28x12,S)202 - 11. 2 KF USE 8x4C 12 L F `4.7, 32.5 28, KSI KSI Iv = 18.8 F �sl oK lv 4 F .30 • . Fy = so k s Col ca►+,r De.5(gh P,6ct-A-4,fe OL a ZL f WL j m- �z6 2oK.oZx3 = 21, $8 KF USE W/On 12 I� = (2o t 2. s).vlj-s = 3./ K LlA - 72 7 kSr �G - I.IDKSr Sx = 10. 9 A = 3.54 � 42 142 -21.9Ksl F - 42 �<sr F .Y32 Y C6 b 21.68 A 12 / �7 24. 1 kS! �f- 1. r^ i.l 24 16,17* 21,9 z 88 < 1 , 33 BPAC I N G x.OZ = Fw- S4 k 3, 5.4,1A1° 4.99 Z (JSt 4-H (oUto on �e�h Mrd wo��s r ................... •y......E/................ F�f...0 .H.f I.aTA.I�.,..GRAp.Y. . .............. OAT E.. . Kirb '� 1-f A.R.P R...,......... .........I!v�a.............................. CHK'D.................... 3 f SF y LEBUILDING SYSTEMS : -,, C4 ................................. ................................. /� _ JOB NO. SNT. NO.....6.... .oil ./A. .. 11EV... .. BRACING �! 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C • M1 n 1 H r r i v. 1 2 u- u 1•, � Q r It J M W P l • X •K • a• • X I •c � t � � h 7• � 4 r W ♦V L Q' • f' • Y. • x • X t C` t • f V , •" h N r V h Y V v -� Is .t 1 v c , 1: r W t�~ � 1 > = a c a < Q G C C1 G < 1 r Mt i u 4 It C ¢ W 1 0 1 r v u u u F I J M a C+ CC' �. C •[ r (�• r V •- N J 4- J 7tT O < ¢ < ¢ < C < f CD Ln 1 J N N D .r Y. O ? O a rpN G � JQ 1 m 1 OF V t- J 61 J I- JH Ju O t-w I CC m l J« u. tT. t K < V. C t m •t J m < 1 •+ C t rY tOuc Oa t : :zK •I.� C[ 1 Y ut: Q. d :L L a. LL: x 4 'UCLs W t y c i CITY OF ThFA RD WASHINGTON COUNTY,OREGON October 17, 1980 Natkin & Company 14830 SW 72nd Avenue Tigard, Oregon 97223 RE: Building for Pipe Fabrication at 14725 SW 72nd Avenue. Gentlemen : This letter is to certify a temporary Occupancy Permit For sixty (60) calendar days from this date, at which time, if all corrections noted on the Tualatin Rural Fire District in3pection report are completed, a permanent Occupancy Permit will be issued. Yours truly, PT . lden, Building Official ETW/Pl ---– 12420 S.W. A�.AJN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 — 1 Tualatin Fire District Inspection Notice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Building Name /V A t K 1 P 0"m) Address ly l Pursuant to Section(s) of adopted codes, the following item(s) require correcting: OL 14 f1in-Yr_ 4 .1 ate; u k�)0. 1_- L7 12 v Date: Inspector CALL FOR REINSPECTION OR BLINDING DEPT. -13 tj _. 300-31 ,. _ .. .. .. •r.�.. !-�t"s'.'IIM��1'?u'ljy�;jlp!F t'le"lGr^ri'`:ap�e: ..9.;;�,:,e:;li- tl,y�:5�:i.'1iy�p, Tualatin Fire District Inspection Notice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 i ti �D Building Name!N W �� Address 142 2. �_ c(i) Pursuant to Section(s) of adopted codes, the following item(s) require correcting: ►J 0 c]yl- L.) 4 it L_ C 14 L4�c� �,� F _711 Y � ! �,ti ?'7L. P-- ?>{ 94 Ut.J IU C e)12 f2r.r2 A i r U nU F) K� rs AM k)L\ <,ij End r- I LJ '-) a L- ) 0 :�-->1-aL f--- t2 t-%- r' H I r_ 1 09 1-1 LI 4 ec) ✓C Date:_L.L r r Inspector �..- CALL FOR REINSPECTION _ OR 1 / c1 vg �`'�J —_ BUILDING DEPT. 4a.Y`� .4 _2L �..�..�...,. 10041 Department of Commerce w OFFICE OF STATE FIRE MARSHAL vICroN A71VE14 103 LABOR & INDUSTRIES PUILDING, SALEM, OREGON 97310 PHONE (503) 378-4917 July 25, 1980 D.B. Olsen Metro West'oil Co. 60.1 Basekine Cornel,*fis, Ore. 97113 YOUt :application har: been reviewed for confor-auty with fire protection :statutes and applicable regulations of the StaL-e Fire Marshal as contained in 17PA No. 30 for the installation of.: ()Q Flammable I.icsuzc'_s: . Qu' ntity , '000 _, _ nar.i.ed X , Above Ground (X) Co^inustit71.< I.ig1i?s_ Quantity , 3,000 , 13LIr!Cd X _ , Above G�:ou Ll Located on premi:;es as+�Natkin & Company Address 14725 SW 72nd Ave: _ _ Tim 4,_97223 - City and installe-a by Metro West Oil Co. Ad\ res? 601 Baseline Cornelius, 9711.3_ Phone' _ City items No_ __ +4.g�9.1Q ' .1,2,1_' listed and checked as follows are appli- cable. . These items ane .lny specially noted provisions are required to be included in the. project to meet current requirements. (K) 1. Tanks are required to be constructed in accordance frith Section 2020, ?.030, 2046, or-2050 of NFPA No. 30. ( ) 2. Storage tanks are recpiired to be located a minimum distance of feet fron property line which vk-iy be built upon and. feet from the near side of .tny public way or nearest important building. ( ) 3. Tanks are required to be separated one from another by a distance of. ` feet. (X) 4. Normal operaLlriq vents are required to prevent. developmEnt of vacu!-nn or presslw within -storage tanks. Such vents shall be sized in accordance viLh Sectiori 2140 or 22-50 and sh,il"1 be at ].east.0tlie size of the fill or withdrawal connection jut jrot less than 1':c" I.D. Flaip=rhle liquid vents must terminate not less: than .,2 feet. above grade and discharge straight upward or outward. taril: is _require? to lizive a f01cf." Of cow;tirtictioj or device to CxcerSive internal. pressure C:;-'UsC'd by exPOSure fireTotal ca-wicity Of cM2!),-cJ:!"cY venting devices Shall be not: lc,-ju then f(- - air et of free hour. ared is requircid to be ljro%ri(lCd with it flrainaqe !;yr-,tcn, , or cl i k, i required having a liquid capacity of 2 2170, galluns in accordance j;j _L'rj Eej�ti 7. Each tank Opening, exclusive of vents, is required to be pxov nal Or external valve, plug, Or *b1ind. id('d 141th an kite. All PIPing, valves and fittings are required to conform to sc-!ction 31. !X) All pip-ing, is required to he substantially allrl protected froj- &Lmaq!Et and stress arising froln settl� ema"t, vibratioa, CyPansion or cont raction, 0. All piping is required to be tested before being plac'ed in service. 11 testing is required to I)L� _150% of ydro5tzlt' the maximum anticipatcd pressitrc-t of the syst Pneum, tic testing is irc-qjjirc(j to be a I 't 110% of the INIXIMLIM pressure Of the sys V(12n Operati-ng but not less than 5 Electric -wiring and equipment is ItIirE_,d to conEoxv.1 to the follow.inc Of the State Electric Coae_ — Article 500 T Suitable Fire Control devices such as Portable f ire v-xtincruinhers, or ted to -1 Suitable water Supply incl fitted WiLl, fo hoc;e con follows is rc- U nozzle, or Other ccjUipm-ant Arj1C f Lr9-QxUU9uiSher-J-QzaLed-.aL re"- irenments.-- Bury as-PeL_se�ctiqn 2220 of NFPA 4130approvaj (�b) of local Planning official. The above installation is subject to inspection an'd approval by of th 'a representat-I is� office. Ve r.Y truly yours, CLYD"' V1. StaLc Vire Jltirrchat Ly P.H. Franz —CI�Aef Deputy cc: ' Wilbert Russell, District Deputy Edwrd T. Walden, Building Official Russell Washburn, Fire Chief APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: (WHITE)- FILE ORDINANCE NO. 74-14 , (BLUE)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) S��(vELLow)-OTHER AGENCY (PINK) -APPLICANT APPROVED ❑ APPLICATION NO.: NOT AF--HOVED ❑ CITY OF TIGARD, OREGON FEE AMT.: L_ PENDING FEE. PMT. ❑ CITY Y HALL, RLCE'IPT NO.: ,�Al' PE-43INGSECURITY ❑ PUBLIC WORKS DEPARTMENT BYATE`_.,_�C._-J-_'_ PENDING AGENCY "OK" [] Application and Progress Record MAINTENANCE B:-JNC VENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION ASREQUIRED n ANNUAL U PENDING VAR1'%NCF ❑ EXPIRATION DATE:PERMIT NO.:NO.: -_ . DATE ISSUED: L �_.__�... _ , BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL AS DESCRIBED FIEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT CONTRACTOR NA 1P-_______-__ .______ADDRES!•.__-_..____.__ - C17 V�.- _-_ _�MONE PLANS BY NAMP ---- --ADDRESS -- —�_�—._.__.._. _ _ CITY ESTIMATED IMPROVEMENT "TOTAL VALUATION ( COST): $ noLLARs (2) EXCAVATiOh DATA: FOR OFFICE USE: ❑MIN. _ 0.02xS � STREET DESCRIP'T'ION _ PROGRESS & INSPECTION STATUS_ _ NAME SU1IFPCE CUT CUT CUT MATERIAL INSTALLED IT'E'M 7DATE REMARKS1rYPE BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY jl STREET QP N 'Q -�----- -- INSPEC- _� R TION Q ESTIMATED STREET OPENING LATE: f_ _l L__ _.� S ESTIMATED STREET CLOSING DATE: 1 L _ ~STREET (3) SECURITY NO. _ SECURITYAMT: S �..__ _ CLOSED SURETY CO.. _ _ FINAL __ _CERtIF1ED CHECK U-- CASH U GOND INSPEC. (4) PLOT PLAN:- INDICATE SITE PERTINENT PH-.'S'-.AL - SPECIAL. PROVISIONS/CONDITIONS: FEATURES: EXCAVATION LOCATIGN AND E:.I'EHT. _ J 1 111 ---_.�-___._a_____-..�._ ( 1 _ __-..---•_ _..�___._- L'uRB - �� - - _ _ .. .. _ .� ♦ _ __.__._ __._- ___- -.-� -cull► _. � r � � � .�. � � � .. �, .. � - ,_.__._... (5) NOTE THE CITY OF TIGARD DOES NCI, HERESY, GRAM PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS '1•HAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT 'SHE REQUIRED SECURITIES, TO COMPLY WITH ALL P•RTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDU.:T OF THE WORK, AND TO SAVE HANN'LESS THE CITY AMC) EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICA ITS ACTIONS. A'•PLICANTS SIGNATURE DATE._.-- 1 11 _ Tgt.vris>, „>dificat:ion. - i �: r,•1+ ),L�1 BUILDING PERMIT APPLICATION TIGARD DATA "'" is 3292 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE 620-4153_ OR AS SHOWN AND APPROVED iN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNER 1902E LOT NO._902 t OWNER JOB ADDRESS' 1.4725 S.W. 72nd _ - ARCHITECT ENGINEER BUILDER Same ADDRESS 14830 SW 72d DESIGNER Natkin 6 Co. STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ -EMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT El GARAGE ❑ STORAGE ❑ SLABC FENCE OCCUPANCY '_?_—LAND USE ZONE M-3_BLDG.TYPE 5N _FIRE ZONE 2 PLAN CHECK SY hTW HEA 1 Pipe Fab Bldg. Const-uct 2-atom: office; lunchroom, toilet area - all per - plAns and code r-quarements. plumbing and Mechanical Permit® Required. SEWER PERMIT# Tenant Modificatiot, --- OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES 2 AREA 500 NO.BEDROOMS VALUE 500,00 00 BUILDING DEPARTMENT SETBACKS FRONT see bldg-ROWLn/ LEFT SIDE RIGHT SIDE Permit 32.00 'HIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS COWYMNED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCE S, 4ND IT IS HEREBY AGREED THAT THE Plan Check 16.00_ 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 _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tar. 47, 1.28 _ SDC-- Total DC--Totel 49.2$ PDCN APPLICANT OR AGENT --- BY _ _. Receipt No. Approved E7'W ADDRESS-- PiioNr DATE INSP. TYPE INSPECTION REMARKS PLUMBING DAVE Contrbctor Permit No. Rough-in .Fixture — RAC Q Final _ o HEATING Contractor `----___--` Permit No. V � Gas or Oil Rough-in _. Final _ SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIF*'"ATE OCCUPANCY Final CERTIFICATE OCCUPANCY Landscaping Zoning Final �r tt i I a BUILDING PERMIT APPLICATION TIGARD DATE .1s_--_- THE UNDERSIGNED HERtBY APPLIES .=OR A PERMI_ F(2[i 1 HE'NDRK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN i hE ACCOMPnNYING PLANS AND SPECIFICATIONS. OWNER PHONE --. +.:BXLOT NO. OWNER itiifl Qu Lae ___----_JOB ADDRESS 14"1', 2J SW 72nd Avanu _---_--. ARCHITECT i7Lf3t)n, l�alpF'1 Inc. EN,GINEEE POIJ10, Lr.all E BUILDER lriStal,Gr.aLly,Har f!r4DDRESS 1760 NE Lambard P] STRUCTURE I NEW ❑ REMODEL ❑ ADDITION D REPAIR ❑ RENEWAL ❑ FIRE DAMAGE C_] DEMOLITION ❑ RESIDENCE ISA.COMN1 1-1 EDUCATIONAL ❑ GOWT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT_❑ GARAGE ❑ STORAGE ❑ SLABO FENCE OCCUPANCY LAND USE ZONE '•3 BLDG.TYPE _.FIREZONF_? PLAN CHECK BY —L''i' HEAT. - "i LE - k — Permit includes Phase. I graril_nn o paving, concrete Murk, stori) and sanitary ssuarx I ndscsping & irription. All per pi.zanv and coda. SEWER SURCHAIRGE 1449.87 to Ratters f"'ll .. SEWER PERMIT N2l91a=>t,L:j70,00 — _ SEWER 5UFiGHARUE il. b94.09 to Pre-C.+ul.,OCC.LOAD LOAD FLOOR LOAD HEIGHT NO.STORIES _ AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE Permit .ild. ;JC] THIS PERMIT IS ISSUED SUBJECT TO THE RE13ULATIONS CONTAINED IN THE BUILDING COc " ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDIN. LACES, AND IT IS HEREBY AGREED THAT THE Plan Check 59, WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND r lDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 477. 75 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO I.AVE CURRENT CITY BUSINESS LICENSE SEPARATE PERMITS REOlIIRF.D FOR SEWER.PLUMBING AND HEATING. State Tax 12, 74 'Total $49C).49 sot— �L; �• —� -- PDCN APPLICANT OR AGENT By P1 Rec�aipt No. Approved 1�1.!i'� � ADDRESS DATE INSP. TYPE INSPECTION _ REMARKS 1 _ – PLUMBING DATE iz =¢. *i Contractor rf Permit No. Rnugh-in Fixture Final HEATING– y Contractor Permit No. Gas or Oil Hough-in -- - Final — SEWER Final DRIVEWAY ' _ final �- Storm Drainage _! (Plain Orain)Final Sidewel4 Curb&Street Final �. ___ _ Approach r8l.DG. DEPT.F'r SAL TEMt'OR`1RY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final i Landscaping Zoning Final �tM�tM.SyMA�KYA!tM4MMMMf't�!Y,Y1WrMV.kVU��MNMIMIM,iW,Nlh4rMf W W1YV iMMM MH'M W MNIY•NNNVM�M44WIr1�YM►MMMiKrLI/M1MI�ILj� ..rn.wwwwww.w...r.w..s..r.4r r. ..r..rw.r.a-..,a-r.t'v r.., ...r..r.r.-...,.r..arr ........bl.•.�rt�w..•n.•.4'CS4w�ww�w..r...r.�.r.r.wr...rr.� •.......er........ ..�1....-,...i......Of.r.w•i. .......r.,,..wwMw -.�M i. 11. i f BUILDING PERMIT APPLICATION TIGARD DATE 6/3/80 19 3196 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 288)-04?6 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. %OWNER PHONE- 62Q=4 5 �a)( LOT NO. l9U2,2S1--Z2A �WNER '3tI�C1fi h CO. _ JOBADaRESSjr;72a S1�_ 72nd Avenue ARCHITECT 8 T!, l8 --�— BUILDEFChristal,Grady,HarPOrADDRESS 17!j0 NE Lembard Pl. ENGINEER a°°1 a, L°a].ie STRUCTURE CX NEW Cl REMODEL E1 ADDITION_ [•_l RFPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ;EXCOMM ❑ EDUCATIONAL D GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY __1 "-LAND USE ZONE --!!7n-3 BLDG.TYPE — 5N FIRE ZONE_ 2�PLAN CHECK BY fl!�" HEAT i• - ipe. Fabs. Bldg. Phase I - Construct Metal prefab Olds. - all per p4anx code end plans by Olson-Amo Kirby Bldg. Systems. SEWER PERMIT# OCC.LOAD 7j FLOOR LOABOncretHEIGHT 22 NO.STonlES 1 AREA 7bU0 NO.BEDROOMS "— VALU116117,+.""" BUILDING DEPARTIMENT SETBACKS FRONT REAR _16�.) LEFT SIDE i.n' ' RIGHT SIDE_ 5 ` _ � l Permit3'12.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ILL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Pian Check 156.25 WORK WILL BE DONE IN ACCORDANCE WITH THE PLP NS AND SPECIFICATIONS AND IN COMPLIANCE Subtotal 468.75 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State Tax 12.50 TotalSDG— $A61.25 _ PDC# APPLICANT OFI AGENT— - BY _ 1 Approved^ OUH Receipt No. —., - __...�.� -PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE 7-vContractor Permit No. Rough-in Fixture Final HEATING Contractor Permit No. —I 44� G..or Oil se -IVO nag] Rough-in Final SEWER �,7 Final DRIVEWAY AS- Final Storm Drainage (Rain Drain)Final SidevAlk Curb&Street Final Approach iLDG.DEPT.FINAL TEMPCRARY CCRThqCqkTE CUPANCY CERTIFICATE OCCUIPANCIt Final Landscaping Zoning rin"I Tigard Building Department ✓r'.2�" PLAN CHECK REPORT Building CJ��'� - Permit#Address-- Occupancy . ddress__Occupancy . Building Type -5-A) Land Zone IA -3 Floor area 8. 1. �� 2. Other . Total Area ____2 Allowable Area Allowable increase] k _9 - Occupant Load B. sq. ft. ® sq. ft./ occupant= 1 7Y*00 sq. ft. cM dasq. ft./ occupant=__ ;X � 2 -sq. ft. ® sq. ft./ occupant= Other _ Total load Value 2? S6m0 sq. ft. ® `3 / sq. ft.= �__ 1�7, 000 Permit 2 7 x .-M Plan Check a-;•tir 4% _ /Z•SD Total 20 Sewer _ acres �O.U.s x 680.00 = *-Surcharge _ Insp. Fee _ �0 Total —_ Patking —Spaces CQ 50. 00/space Comments : _ pt --------- o _ . l?.a 0 2,67.00 4- 1 _mac 2�__311 ,so- ---- - ---- - - �� i • SOILS INVESTIGATION PROPOSED INDUSTRIAL DE'.72LOPMENT ,r S.W. CORNER. 72ND AND 60NITA TIGARD, OREGON W-2236 t r May 22, 1980 RITTENHOUSE - ZEMAN ANn ASSOC., INC. GEOTECHNICAL ENGINEERING MASON *AINA) LEUTEIM OF UUMMMUTUR- AINA"NIT INA"I ` •AMA 9689 SW.CARMAN OR,•MOUNTAIN PARK •LAKE OSWEGO,OR 97034 5C3/635.6668 DATE -5 / I.7 JOB NO. ATTENTION lL/ /I/o • 10 AlQy 776)4tW RE //1 !(^f4-asowe.- GENTLEMEN: WE ARE SENDING YOU X Attached f_I Under separate cover via _---_--___the following items: Shop drawings 1=1 Prints CJ Plans r] Samples ❑ Specifications C1 Copy of letter I 1 Change order COPIES OAIE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: 1 For approval I Approved as submitted ❑ Resubmit_ —copies for approval XFor your use [I Approved as noted ❑ Submit _copies for distribution — f 1 As requester) I J Returned for corrections ❑ Return--corrected prints I 1 For review and comment 1 1 FOR BIDS DUE _— _.-..___19 _. _—_ t.l PRINTS RETURNED AFTER LOAN TO US REMARKS-._ -— — - -- - - ----- -- ------------- ----- - - COPY 70 tr*M 240-2 AWNAMA Iraq j"Vild'rnr rYotm Mru 01490 It""Innne. A" not all nnNr, Mn dly nnh y us At nor• .,••uM+wtre.�..,v..�,,,.�,+,�.n„_,..,,,..�«..,..,w•..nerwvdn.Y.rwwr.ui.147'�.�wM'Y�ptlYYmr,iwx.. RITTENHQUSE-/__7EMA1ts,4 & ASSOC. GEOLOGY & SOILS ENGINEERING 8050 S.W. CIRRUS DRIVE • 97005 • P.O. BOX 1127 • BEAVERTON, OREGON 97075 • (503) 644-9141 13837 N.E. 8th STREET • BELLEVUE. WASHINGTON 98005 • (206) 746-8020 I May 22, 1980 W-2236 Olson-Argo Architects , A. I .A. 3689 S.W. Carmen Dr. Lake Oswego, Oregon 97034 Subject: Soils Investigation, Proposed Industrial Development, S.W. Corner 72nd and Bonita, Tigard Gentlemen: Ps per your request, we have conducted a subsurface soils Iexploration on the referenced property. Five test pits were dug with a backhoe at the locations shown on the attached site I plan. The site is located south of a creek on the west side of 72nd. Ace Electric has constructed a tilt.-up building immedi- ately to the south. The entire site has been recently graded with several level building pads created. lMost of the proposed building sites will be in cut areas. IThe fill has been placed in the parking and storage areas adjacent to the creek. The proposed Pipe Fab Building is Ientirely in cut while the sheet metal shop is mostly cut with a small amount of fill in the northwest corner. IThe natural soil underlying the site consists of a medium ' dense silty sand with a thin topsoil layer. The fill. areas W-2236 Olson-Argo Page Two May 22 , 1930 were not investigated; however, these materials are presumed to be similar. IGroundwater was encountered at a depth of nine (9 . 0) feet below the existing surface. This level can , presumably , rise ' hic;her adjacent to the creek as the creek level rises. ' An allowable bearing value of. 2000 lbs ./sq. ft. may be utilized for the natural soils at a depth of eighteen inches below existing grade. Any fill or soft pockets should be removed and recompacted to 95% relative compaction or re- placed with a granular fill. IRetaining walls should be prcvided with drainage pipes to prevent hydrostatic buildup. IIf you have any questions or desire further information , I please contact the v.ndersigned. Respectfully sub fitted, CZ75CS N Gary nhouse, P.E. Pres dent CER/at i� 17, J� IEnc. ' Rim I RITTENHOUSE-ZEMAN & ASSOC. FO'.INDATION AND SOILS ENGINEERING.GEOLOGY MR owl Tw NATKIN AND CO . W -2236 NOhi GY PYe6L) r � '7b jt LAY RAN yw°? ,\ li (fM'HAI I--SlLAN.6) \ ,�rro i d +rr'►K �r • I / , � • Ifs'.o• � . � • I� � tl TP-2 _ TP-1 I I IF AW 3cmela Ilaflnwks-L. .III, u - - - .vim.sr _. -�----��----_ �r• / : ll a ��lll wrq ur• .r+fw.s, pl % f lI IIII .f9Az 9P. 1I�I T7 1`1��-� — - J': _ •-`•�j �F"� ro� �. � I LIY�Q pr Q=fYrw , ra' •. 1 I � �N�b TML. 'moo. r� - 1uFRr.+ 1 �. yo A A r e'�o cc k� 94r HS(1�6 11 0'=- T n. (fi1b�4) � i'1'� ' �� tct a swn TO 4 (� �'.t, I �� 4isr6 /P•L�x Ki.NP�f�D+H►rG N•raL . I 01 ,121111 -- - I .nor a' r I TP-3.4xIE>;rr�7_MAIL SHW cl mirwF— ^ — - '� Mfndt-ll Ab llulvaNl 'WU*46i Nur�FYrMio � I ar 7 � • ro'orll[ Pe' �.�t}A 1P-SQ laer. b too,. e -Kul .. .LcA niacf Pit Number and location RITTENHOUSE -ZEMAN& ASSOC. Scale 1"- 60' FOUNDATION AND$OIL$INOINEERINO.GEOLOGY PLATE 1 MARKMAN 1 May 22 , 1980 W-2236 TEST_ PIT LOGS_ 1 Depth (ft. ) Materials Encountered Test Pit No. 1 0. 0 - 4 . 0 Loose, moist, red-brown silty fine to medium ' SAND, containing wood. 4 .0 - 11.0 Loose, moist, brown medium SAND. Test Pit No. 2 0 .0 - 3.0 Medium dense , moist, mottled., grey-brown silty fine to medium SAND. 3. 0 - 8. 0 Loose, wet, grey medium SAND, medium dense at 5.0 feet. 8. 0 - 11 .0 Medium dense, wet to saturated, silty fine SAND - some caving sands at 10 feet. Water at 9 .0 feet. Test Pit No. 3 0 .0 - 4 . 5 Loose, moist, brown, fine to medium SAND. 4 . 5 - 5. 0 Loose, saturated, black coarse SAND, caving. 5. 0 9 . 0 Loose, saturated, brown fine to medium SAND. Unable to continue, sides of pit caving in. Test Pit No. 4 0 .0 - 2 . 0 Loose, moist, red-brown silty fine to medium SAND, trace clay . (FILL) 2 . 0 - 5 . 5 Medium dense, moist, mottled brown silty fine to medium SAND. 5. 5 - 7. 5 Medium dense, moist, mottled grey fine sandy SILT. I7. 5 - 10 .0 Medium dense, wet, grey medium to coarse SAND. Caving sands at 8. 5 feet. Water at 9 . 0 feet. RITTENHOUSE-ZEh1AN & ASSOC. ' FOUNDATION AND SOILS ENGINEERING. GEOLOGY W-2236 May 22 , 1980 ICEST PIT LOGS (continued) Test Pit No. 5 t, brown , fine sandy silt, roots. 0 . 0 - 1.0 Loose, mois TOPSOIL. 1. 0 - 5 .0 Loose to medium dei.se , moist, ora-tlge-brown, silty fine to medium SAND. 5.0 - 11.0 Medium dense , moist, grey-brown mejlum SAND. I RIHENHOUSE-ZEMAN & A,SSOC. FOUNDA11014 AND SOILS ENGINEER', G GEOLOGY Rei-TENHOUSE=—ZEMAN & ASSOC: . GEOLOGY & SOILS ENGINEERING Y_ 8US0 S.W. CIRRUS ORM • 97005 • PO ;JOX 11.: • lil,\\'IkIciti. UhIGUN 97075 * (')Oil b44-9141 1181' N I tiih S I R I I 1 • Ili 1I.IVU1. "'4tiIIIN(.IUN WS005 • 12061 746.80211 W-2236 May 19 , 1980 Olson - Argo Architects, A. I .A. 3689 S.W. Carmen Ur. Lake Oswego, Oregon 97034 Subject:: Proposed Industrial Develop"lelit., S.W. Corner 72nd and Bonita, Tigard Gentlemen: As per your request, we have conducted a ,;ubsurface soils in- vestigation of the referenced property. This letter summarizes the results; a detailed report will 1`()11ow shortly. The site is located south of a creek -n the west side of 72nd. Ace Electric has constructed a tilt-up 1,uilding immediately to the south. The site has been recently (Ir.aded with several level building pads created mostly by cut.. The most southerly and westerly huildincl site is located entirely within cut and natural soil. The soil c111derlying the site con- sists of a medium dense silty sand and i exposed in the adjacent rut slopes. Greundwate)- i�, lcic rite cl ,�1 ��1it nine (9 .0) ft. below the existiny yrade. An d1 lowahle bearing v,il uc� of 201111 11 I . t i . nl,iY hc- ut 11 i zed for the natural soil!, pit a d('0 11 c0 - I nrho s lw1ow existing grade. Any fill or :;u1 t l,( ,t ,� t ; :;Ilould be removed and recompacted to 95% relative conip,ict ion or replaced with a granular fill . A more detailed report ineludiny t1•s;l pit logs and map location will follow shortly. ,lily P,.. �`. kx ttc nhriusC, P.E. .,jdent GER/at wP' 411SONoAl�';G'A' 11FUTEM o�= �r AI�I.NITECTS 3689 SW CARMAN OR.• MOUNTAIN PARK 0 LAKE OSWEGO,OR 97034 503/635.6668 DATr 7 /a Y` �O JOS N0. ----- ATTEN ION PV RE 01 GY6rrN �772Z3 _ GENTLEMEN: -----_..---.___----_—-_ WE ARE SENDING YOU ❑ Attached Under separate cover via- _the following items: ❑ Shop drawings f i Prints Ll Plans f Samples LI Specifications ❑ Copy of letter I i Change order S` --- - ---- ----- COPIES DATE NO. DESCRIPTION ----- _____DATE -- - -- - i7 /'�✓ X06 ��•G5. _ - '�°�• _ - - - .00 --�. !�3 - __ j-��►�v /�•/►w �f1'�• 1JrA�t,� /,'zd/� f�Df4�li� �ir�� 6 _ /ff/�•fir' �,o/ei0�. — d -----�---_ THESE ARE TRANSMITTED as checked below: 1 For approval ❑ Approved as submitted Cl Resubmit—_ copies for approval Fl For your use ❑ Approved as noted El Submit__—.—copies for distribution — As requester) ❑ Returned for corrections ❑ Return corrected prints CI For review and comment ❑ i I FOR BIDS DUE 19Cl PRINTS RETURNED AFTER LOAN TO US REMARKS.------- -------- - COPY TO-------,-- I O—_--__..__ ORM Pao-P A"Aabio 111M 11 R.0't Melon Mass 01150 It enclosures are not as noted, hl!not us et once. I 1 � � i ! -i- ,- +-41 - --� - - -r- -i i �► 1 - - _ _ _..�.�. ._ ,._ . 1 ' ._r_4 I - - - - - - _ --I• ' I 46, is ow,� , o Kr E t9,6 D t•_-+ pit 4,0 3 4-7. 0- �r -.. I • �vl ' yr- -- r- t Rsti� . s. �c.•ga DESIGN CALCULATIONS FOR: CHRISTAL GRADY & HARPER ..•tiQ�p•PPOFFs'' . KBS JOB NO. W 4338-480 1 i :• 4' q '':�;;, 1041 .. . ORE 0 1 ' ' JOBSITE: TIGARD, OREGON DESIGN CALCULATIONS ................................................................................. By-A........................ R �......... .... FOR ...... .. ........ OAT ....Ift .................................... CHK'O....WW...... BUILDING SYSTEMS ...................................................................;............. --f jos No.433...�n rlO....I swr. No....1.... .......OF... kl� R '3UTLDTNG DESCRIPTION DESIGN CRITERIA TYPE: 5. 1-?o WIDTH: G A.I.S .C , STEEL CONSTRUCTION LENGTHY12. MANUAL BAYS : (2) A.I .S . I . COLD FORMED STEEL STRUCTURAL MEMBERS FAVE HT: i-o ROOF SLOPE: 2 X12 DESIGN LOADS LIVE LOA.D=3 0 PTF DEAD LOAD= f-V-,4-M G- VJ WIND LOAD= '2,0 PURLIN DESIGN . SPAN= LOAD= 3L PSF END BAYS USE K.B.S . 8 Z ALLOWABLE LOAD= 4- PLF INT- BAYS USE K.B .S . 8 Z14- ALLOWABLE LOAD= o PLF MA-XI.'-qUM ALLOWABLE SPACING= I (soil 3 15 01 GIRT DESIGN : SPAN= LOAD= 10 PSF END BAYS USE K.B .S . 8 Z ALLOWABLE LOAD=I. 33x 12.5 irr BAYS USE X. B.S . 9 Z ALLOWABLE LOAD=1. 3 3 x PLF ALLOWABLE AVERAGE MAXIMUM SPACING= iz �I 13'- 14 FRAME ANALYSIS : THE ABOVE DATA AND LOADS WERE INPUT INTO COMPUTER. THE ANALYSIS AND DESIGN FOLLOWS .THE FOLLOWING LOAD COMBINATION WERE USED - (1) DEAD + LIVE LOAD (2) rEAD + WIND LOAD E6-b t Li V G- t W WL I q - + LA;/,IN)-) Wjjv T) -t- b v LG i D GrrD IL D t + I I- L,I v 1,71 + 1,2 W I pj .OR COMPUTER OUTPUT SEE 2.;GZ TO C- . .................. ..............,............ DAT r........ LJ ................................................... CHK'D...................... SUILOING SYSTEMS .................... joa NO......ow........ofr..— .25.....IREV.:=-1 1)E-S',,Gl,l SKETCH OUTER FLANGE INNER )c FLANGE WEB ld- 0 t 20' - 0 rj SPACES Cd 0 3'-10 5f coolie U) TL C. 11 30,- 0 60'-0 % STEEL 7 Lo,NCT TH9UST A)Q61LES , ...... BY .......... ...... ........... OAT ... ......... t.t.1tt I K I bA ................................ CHK'O. BUI'-CING SYSTEMS ....................................... .............................. JOB NO-11-3-31-!74- SMT. NO...3. ..........OF.... . REV..... R EACTI ONS DEAD LOAD i- UVE LOAD DEAD LOAD +WIND LOAD T1 12-5 lc --- r7, Kk IL Ls 4 2-54 IN.D+ r-P144N G- 73 3. 3 ay DATE......` ...... .............. r...................................... C H K'O.. ................... lKirbO4" .............................. ..........I........ 3UILDING SYSTEMSlli joe NO.+ . . ....... .I 0....,4.........OF..... ... .. REV...... . . SHT N AIN Is 0 IASG Ole- CI K/6-ou-r. .... By.........r . ....fin`.....7 /......................... ............... l-, ..... ................... DATM........F to ... ....................................................... CHK*O...................... 3 Kirb 3 ILDING SYSTEMSAw- rm JOB No-.4-3-ls.!7.41?....TSMT7NO75.4...........OF...1.6... D A4 C I 3 „16 Lo 00 x --x XCA �4� 2s'-a' = i2s L-0 AA y S 0'2- )c- L3.3 3 (113) 7 4-, 1 '33 N wL) O'' 225 X )e. 3 3 0- 30 IN 'L- Awl&��L By............................ ........... ....... 7 A. ........... DATA.... ................... ................ CHK'O...................... .. .......... C.3 b)ro ....... ............ 4 ............................................................ Kir 3UIL.'.JiNG SYSTEMS joa NO......b........ REV. ... NF Q0 ,4. 00 1—0 op o2�—o ol L m,r4. M w �0 z�C2A) ( �13 2 2'jg�� 7 S� I + 10 -• I PROPERTIES AND LOAD TASt cU1LDtNG 5YS T MS 1 . RE'Vo•,-c DRAW. DATE ISHEET NO. (Y 6-13 y YJ 2.50" p • o 12 x 12 �12 YIELD POINT--x,000 PS.I. t - (MATERIAL FORMED ON ROLLING MIL i p ( 250" ' I s--LOAD CHART - " �r•� ',: - _ - - - Sim- t AREA 'NEIGHT DESIGN PROPERTIES ^ . . --_ (inc�les) (Inc�es) P. L r (tI) I Efi.22:1'.26 f " I1 (2.nSE.xJ)3 I (..tx J I i.sIYs 4j I -o( ^.)3� t az 14 pa5 � I8 34 2-D8 . 2 + - 0.42 01-105 5.0 .5 .s3 .7aryT1 - 310 I 184 I 0.62 � 1 CAPACITY TABLE ;. ••~� LOAD CAPACITY IN L33_/FT. _ (NO D.L. HAS BEEN DEDUCTED) & 16 GA_ H_ 7, I 8 14 GA. HL T. SPAN Sit„tP+�E q�- LAP - I 8 12 GA. H.T. SPAN I I ` -�• LAP I ,SPAN I IMPLE 4� LAP <�' LAP SIMPLE «- I I LAP ...j_ SPAN I 1E7 I 193 I 209 I 203 2 3,9 INT RAY 163 I _,� I 2--9 I- I 271 I - I 424 404 13•-0 END 3AY 1`0 �` 1ST 169r---_03 :64 I :!SI :1 I I 6�7 „ 184 251 I 214 I I 3_8 INT B.a,Y ?-moo � 176 � � - -' X10 I 160 I 208 I 3,6 2t< 7 !N O SA y 101 I 1:3 I 129 - X81 130 I 149 211 174 I I 271 IN RAY 10e I 1A,3 I 73 — t30 I 163 :s -0 .NO 3-iY 8b _ I l0� I 116 - 118 I 107 I 124 1 165 I t< _ 2x, IN'7.-It.Y 3 I4A I 107 I t<0 ( ?CS 143 1 _ �q -a E!�D -at.Y 2 I 86 I 49 90 I 104 29, IN•7 ?-AY 72 I 13 J 1.1 I - I 196 I °� I 1:2 ( °0 I 117 I 170 END 3t,Y 67 79 418:3 I 121 1 - I 239 ( INT ?;,Y 83 I ?6 1 t^5 I' 111 I 1 i< 67 '- I 113 83 1 108 I 16J ' ~ t03 I _ 17 IPZ7 _ 1 _ I t0: I 77 tt6 I 160 6 L4 I o0 I _ i c5 == - SAY I 123 I F4 I - ! 1 s - I - 63 1 - - ES ' I• — spv — I I — i7 i — I 115 ICS I 77 P^NEL PROP";T 1ES AND LC AD TABLES I �L S DRAW. G:.'L SNEE7 NO . ( I I 4-76 I M6-15 36" COVERING WIC T'ri { �1R"' •1-•. 5.112" 2-9/.32.. j�•- ` ' 12.. 12.. ?ANEL PROPERTIES _ � t'•.::i i':.1 ?ANLL GIR7H j WEIGHT Top Flat in C.2mpres3ion3ot:om Flat in Gompressio G:,GE TCHICX-NZ S (INC-iES) (PSr=.1. (INc:ZE.S) I '. -IX (1N4) ` S, (IN.3) ( Ix (IN4) I S� (I N.3) 25 : ` x210 4136 I 1.0m I 026 I 0�1 � .0'24 � 037 I 24 E0 4i5y 1X50 I I C22 IQ50- 2 63 . . - l_ S—ECTION PROPERiic. Cf.LCULA*C0 IN ACCORDANCE WITH 1968 EDITION OF Al.1S.1.SPE.r3FiCA TIONS- Z- IONS.2_ MINIMUM YIELD Si REND T}•I Or i=EL IS 50 KS.!- ` SAFE UNIFORM LOAD (PS.F.) CLEAR SPAN7 GF _ _ f_„GE ( 3•-5 ( G'--0 t'-6 5'-0 5'--F 6'-0 5-5 1331 + 96 I 74 I 5S , 47 ` 3g ' 3 28 T WQ �" 245 I 154 ( tC?3 I 73 53 40 ` 31 I 24 S:.N 24 , 177 I 1?� 4 100 79E-4 c3 ` 44 =7 ` 206 , 1 io I 97 , ;1 , 53 I 41 f .2 164 I 121 ( 42 , 73 I 59 i 4g I 41 { 1 r?r 26 I 192 I 121 I 81 ( 57 I 41 , 31 ' 24 197 t-; tEa I 125 09 00 I 66 , 55 ` 47 I I .So 161 , 108 I i6 c- I 42 I 32 I �E t. TOP VA' L'=- ?:.Scv GN .EN0ING, wOiiGM VALU LLC S ON A '.'•'%.2L_ O-=LEC�IOIl OF LI1P.^. iA!UL.,:,0 VALUES ?.E INCnEASEC 2Y 1.23 r-Avt J l Ku I Jul, 1 lUi� rhl' f ERi1E = _ �+ FE V. IG.Ic I.�.nAVv. ZA i SMUTnC� _ I 4-74 n15-11 f ^r 12 ly YI7 IY =�. v � _w12 s ;I ): l% AVS S T R,UT e- :12 SAVE STRUT TABLE: OF PROPE,RTIE FOR 1:12 EAVE STRUT 11,:,T=REAL I WEIGHT-- AP,E-A Ix I SX I rX I IY I •Sy ry 1 1 4.5 I 1? _•1 5 I 12.95 I 2-86 I 0 I =3 1 � C12 CAGE (C.105-- � 6.4 I 1.89 I 17.21 I 4.25 I 3.07 ` SYBg I 1.54 1.61 T:,3L= OF PROPERTIES FOR 4:12 E.>VE STRUT WEIGHT ( AREA I IX SX rX ly, SY rf i. C.•v_ r^.0 _ � G.6 _ 1.2F I S•y7 I , I r _ as S_CTICN IS CC'-2 �`_, YIELD POEN 7 * 50.000 ?SI '1 1�,�,� -= � ��+ �"'�^� • � PANEL PRCP=RTIES � �. AND D LO.�D TABLE 'SmE-i hC 4'74 I M6-14 _ e 36' COVERING WID T H 3x- 1%- PANEL PROPERTIES ?,..17cL GiRiH WEIGHT I j Gi.mC i:i1cKNESS Too Fiai in ComoressionlBor;om 7F-12tin Camo�*pion j UNC`HES) (INCHES) (PS.F,) Ix (IN I Sx (iN,3)� tz (I N.4) 3- ( ;D I 41563= I 1.003 _I 04;0 I 04,^.8I c)410 I OC7 i — _ 24' C250 <15e3 I 1- 50I 0560 .0562 I L l o osa i Z S i7CN ?RCP-r-D IES CA Lr- LA7E0 IN ACCORDANCE WITH 1_08 -EDMON lON OF { : AJ S_I_ PECiFiC:i IONS 2 MINIMUM YIELD ETRENGTrf OF ST ZEL IS 51 K.S.I. - _ p 1 SAFF UNIFORM LOAD CLEAR SPAN .T G:GE I T-5 4'—� I 4'� I 5 --0 I 5 —5 7;t 84 E,.4 I 51 41 � 34 29 � .,4 315 123 I n: I 68 51 1 2 _ 1 g I 31 S:.N 150 I 110 I- g q I —--- i << 6i I �4 45 I 38 roa I 251 I 168 I 118 I 86 I5 143 105S I 80 I d 51 < Su ?g — I I 3 I 36 I 30 -c I 2'9 I 15= 104 ( ?3 - �.• I 40 ( 31 I 4 187 139 105 E3 67 50 47 40 I igi I 132 1 n 31 i_ TGA VALL!ES FASF00 ON 5ENJING. i3G .i011 VALUES CN L. LcCTION CF Li 1E0. ,A=ULAT= VALUES 5Y 1.33 FOR :."IN"' LO•,CING \, unAw. .:4 TE �.;_.iL._^•ltiv SYS T S:,r;S � �� -- 1 ` I 4-74 I M6-12 qr r x x Y c o - � ti n r , • o JC � � X e � Y LL � I C — SECTION Y TABLE OF PROPERTIES FOR "C' Sct JON TYPE WE;G7 , AREA I iX ` —1 I 'Y I Sy ^f f Bx�L i� ::;,GE l 4.4 ( 1.31 I 1�??. " I Z.4 1.1 I 1.50 �.� ?� 8xC i2 G14GE I c2 I i.81 18.9 I 4.7 I� "'1 4.0 ( 1.5 I 1.49 i lr.', O . ICx C 110 C- I .1 I 2.69 I 41.3 I Q? -.02 FY 6.2 2.3 1.52 FY 50 KS-1. SECT ICN IS COLD FORMED 7 NOTICE OF PLANS REVIEW •l UAl AT1N NI1nAl i IN( i'NC111 C f It tN UI'�t{"11C1 1� 1 Po t1Ox t?7, ltIALAIIN ol( gimp (THIS IS NOT A BUli.r)ING PERMIT) 11140NI (6011 6717•:6111 Building_-bULtk�R-a �(,'�. Pipa-Fab--B:dg. 14725 S.W. -72 nd.-.-- -. No ---- --- it County-_Wa.shingtoII Occupancy-----B2 IffL- .-•—Const 11 _._N_. FMZ— Pg 1 cell. Architect__ 91slZA-ArgQ-__ New Bldg H Arldltlon 0 Alleintlon ❑ Date Received Maw Owner----- - -__.----- -------- Addlrss_ —.__. _.__—_— --------Date Returned May--19,$0 None Exits_-3 i 9 __ 11 Stories- - Arra7500 - AIIIL .- _ -- File WRIT% _—_,�— - MAIN IIN N%'IId11Vl 'ilUl'S TUT WI61N Stairs—None_Vert Shells____ / Sprinklers - XX.- / %_ Alar m-alp.—S.P Di%-_ Flt tir )1t ('.1 I11A 11 NU YES MALA GUVI) Ext 3 V1• .OBC Oct None / Floor ConC Celhng MTL --Roof MTL Sir Members MTL— CI ASS— --N(1�• 1 YI'F ANF A cUvr) N Wnll coverMT� _ '_..j(1 Hir im encl _NONE---Type flue___._-.---Tyra H1g. Sysirm Furl T I The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon administered by j this office. Items No. checked on the enclosed list are applicable.These Items and any specially noted pi ovisiuns must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of ornissions or oversights by this !. office or of noncompliance with any applicable regulations of local government. REMARKSI) Exterior South wall shall be one hour fire reistive construction UBC 2003. 2)Any device genenating a glow or ame capable o : igniting gasoline vapor shall not be installed or used within 18 inches of the floor UBC 1108. 3) No storage of flammable liquids- if use of flammable liquids, than comply with UBC STD NO 10-1 UBC 1108. 4) Apply to State Fire Marshall office for buried flammable liquids storage tank permit. No charge. 5) Provide not less than one (1) class 2A 1OBC fire exinguisher per 3000 square feet or fraction there of. Travel distance from any point in the building shall not exceed 75 feet to an extinguisher unit. 6) 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 automic are not acceptable. See 3303 (see Exception) i 7) A firefighting water is required within 250 feet of all portions of the building that is capable of producing 500 gpm (minimum) for 10 minutes for each 5000 sq. ft. of floor area within building up to a maximum of 500 gpm for 30 minutes. Must be provide by owner prior to framing. l I� I 1 1 .! S•Z2•�O rphM �b �� U�lah 1 1A EXAMINED l3 --- 2 Copies Tigard 1 Copy Inspection 1 copy File i COPIES TO:. _ —_— 300-16 DEPARTMENT OF COMMERCE=-PIANS REVIEW SECTION NOTICE OF PLANS REVIEW � �k19T�MW&,,w3L y� Eygy{1tJtpdO,VMTNP60)91�t11X (THIS IS NOT A 5WILDING PERMIT) BuildingNATKIN & COMPANY PIPE FAB. SHOP 14830 SW 72ND TIGARD No 8U-596 -- - Building — Address l 7.80 Cnvnt WQSIIINGTOI� occupancy B-2 Const. II--N Sound Value 60.000.—Plan Fee y -.._ Architect .-_-LESLIE POOLE P.Ee New Bldg,U Addition ElAlteration ❑ Date Received 5/14/80 Owner __.___ NATK___IN & COMPANY Address 14830 SW 721NP ____ Date Reviewed 5/30/80 _ Stories __1__ Area Aric —SIS;N---Fire Walls Fire Escapes__N iS Exits._ 3 -Tor.Width 9 ft. Mein Fir. Dominant'c HL Stops 'Q NIS 'c Stairs _� -LS /___^ Vert. Shafts ��Ls�J Sprinkler h[�--/ Men. Alarm NI S.P, Closed Closed No Yes Area Covered Int' S. e -SXt -1_N � - N�-/��/ floor Cf1NCi._.Ceiling OPEN Roof AFETAL_Str. Members. —=TAL -- Ext. -- t_____/ Ht. Det. Claes No. Type Area Covd. Will cover _MEJAI/=--- Hrr. rm. encl. i N�S Type flue— NIS—Type Htg. System — 5 Fuel N 5 Est. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulat-ons of Oregon admin- istered by this office. Items No. _17�_ F-2$--- - ------- - - - checked on the enclose.: list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current 'ire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. RFMARKS: TI;ISFIRE_&_LIFE SAFETY REVIEW IS FOR A NEW BUILDING LOCATED IN FIRE ZaIE #2. 1) SOUTH WALL IS_101 FROM PROPERTY LINE_. SINCE THIS BUILDING IS IN FIRE-ZONE #20 TIIE SOUTH WALL MUST BE ONE-HOUR FIRE-PXCONSTRUCTION. _ _� —. 2) UNDERGROUND TANKS MUST BE APPROVED BY FIRE MARSHAL PRIOR TO INSTALLATION. _3) ALL EXIT DOORS TO BE OPENABLE FROM IIIE INSIDE WITHOUT TIIE USF OF A KRY OR SPECIAL__ 4) THE USE OR HANDLING0 GAF SOLINE, FUEL OILS OR OTHER�FLAMMABI E ' MUST COMPLY WITH THE .UN IFORM FIRE CODE..- _ - ---- � �-�^�-- CxamiTf IAM F. ANDERSON Copies to: 'PLIrANT-IFIL ,DEPUTY,GFM■OWDYIR BLDG.DEPT FIRE DEPT.gELEC. Trus Joist Corporation :•�r� WESTE RN L)MINION !,319S W W►.SI(;AIE DRIVI PORTLAND,ONYGUN'l1L71 Bus: 503/292 0141 •Rob 503/1341 YO/3 RON BARSUOLIA C a t l 1 I ' i � s INSPECTION NOTICE i � City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection' i Date Requested G" �- Time _A.M. P.M. Address _ .._�`� �� -L=` - Permit #_ 1 Owner f�� Lot # _ Builder - -- v The following Building Code deficiencies are required to be correctad: -__—s:_-at'�-^�'/. ��'=--r-^�'-*-- �-,i —sl-c-' '.moi i:.• `3`- _—. 1 T f Presented to __. _ ❑ Approved Inspector �%�__-- _ .,.RJ-Disapproved Date CALL FOR REINSPECTION DYES �U NO � INSPECTION NOTICE City of Tigard Building Department ,2420 S.W.Main St. Tigard,Oregon 97223 j Phone: 639-4171 Type of Inspection Date Requested Time A.M. P.M. Address _1��.'S �••� �-z n�� _ Permit # Owner_ ��L .� �� i Lot # Builder The following Building Code deficiencies are required to be corrected: �� .c_.�-•-ti. _ do/-s-�.s,.s - �/ —_ i �l'i-,G!_�?�. ��-ct�`✓ .�i'� mac: I --I i Presented to — �_� Approved Inspector _ _ LV Disaprroved Date CALL FOR REINSPECTION YES ❑ NO A 14 ST ICo6 Y/L - - 4849 1006.2 102 .s3 Ac. 9 > j - !690494 1315.r 660 20 599°494 496 4' 01 S69049'W 671 63' $: 100 201 200 N /61Ae 12CAc: - Rry i 100-At / N • T C I I N A 23mo8l 3 � �n 65`2 v Iz 'w�i pL, N (. 469o49'E 496 4' + N7 2 0 502 N 301 I a 50{ a6IAc � .1.30AR '7Ac - 249 j4r - N 230 LLJ N D ^ ;400 g z a e 731'♦ 196 ST 30' L N 69°44' 6 ' AY 0"35 7o w 290 ea vre - S�21'w 2 . _ "E ..26.44''�. _ 9EGIrr C.R. 736 - --- ""f ERM. C R 636 ROAD 6 O N I T.A 109.46 �- 260 I E6,•'i � 629 9nS q� 283s IOG 40+9 . 2000 2800 i.Ac - � I►- 1901 , 1 I 190co 22047Ac J.ZMe. z 2800-AI 1901-AI sr Ac. to -Ioa ` !�1 N N iII 190 ; 209' I I1 s m^. _ .J MN -, 30004 rac • ~I I� Z w 30ooJ6 -AI FII! N r 2 Ln I I C192 1 Ac. _ 92-- /EV 164 12Q' ` w Nyq°S7f 72559 ` w t s r 394' 2802 II 300 Ac 3800 ! + 1" 22 85Ac N m n 3800-MI �1 fAs 4".34 Moe'tiiL "� 3800-AI ^I„ 17eg(�1.�lO 2101 t^ �s.w.COR. �11OA6fAc ,< �� JOS[PM FCU6MT ` r 1 f 475 9q9 SZ'86 J z 294 �- EAST 264 w 2700 I uU 4 8 21`�f)0 '�,, 3 iv I 94Ac ml Y ,� — F.A'aT 399 N 1 ss A.: ,i(C.S.No.11277) in � � N 3129 Jf -irC _Zt4_!_ wEST 244'a �- - 1740 _ _ pl0 M'^ ° 22,)o Sze° 294 34' w VJ. 9OAc_ lC So No,112161 1700 JCA c C 5 11002" 2 3 0 „l. '� 7SYAc. -- -- - - - 1 - r, I 1 2400 o ",.1c - ----- � ^' --'r 7 1500 \ 11 250°1 t1 4 L04Ae, » =' CS !3002 1 23 -- KIRBY BUILDING SYSTEMS, INC. BUILDING SPECIFICHT IONS M24 1. GENERAL 1.1 Scone 1 1 1 The twdding shall include the structural framing, roofing, siding, bracing,doors, windows hardware, fasteners, sealants and any other component parts for the metal buildings as specified or shown on the drawings. 1.1.2 In the case of discrepancies, the provisions of the Final Order Acknowledgement Form shall govern unless agreed by Kirby Building Systems, Inc.in wnti^g. 1.2 Standard Building Description 1.2.1 Clear span, Rigid Frame Buildings:"RF"(Rigid Frame).The building shall be a single gable,clear span,tapered column,rigid frame type. 1.2.2 Clear-span Spacesaver Buildings: "SV" (Spacesaver), The building shall be a single gable,clear span, straight column,flush sidewall,rigid frame type. 1.2.3 Beam and Column Buildings "BC" (Beam and Column). The building sha;l be a single gable, rigid frame type, supported by intermediate columns as shown on drawings. 1.3 Building Nomenclature 1.3.1 The budding"width"and"length"shall be measured from a iside to inside of will covering 1.3.2 The building eave height shall be measured from bottom of primary frame bale plate to top of the eave strut.The top of eave strut is the point of intersection between the inside surfaces of tho wall and roof covering. 1.3.3 The roof slope shall be: a. 1"of rise for each 12"of horizontal run,("RF","SV",and"BC') b. 4"of rise for each 12"of horizontal run,("RF") 1.3.4 The standard bay spacings shall be 20'or 25' a. Interior bays shall be measured from center-line to center-line of intarior frames. b. End bays shall be measured from inside of endwall sheets to center-line of first interior frame 1.4 Drawings and Calculations 1.4.1 Anchor bolt setting plans will be provided by Kirby Building System,.Inc.or the franchised budder. 1.4,2 Erection drawings will be provided by the Kirby Building Systems, Inc 1.4.3 Design Calculations and/or a Letter of Certification(signed and sealed by a Registered Professional Engin aer), for the structural framing and covering panels,will be submitted upon,request. 2. DESIGN 2.1 General 2.1 1 All structural steel sections and welder] plate members shall be designed in accordance with the applicable sections,relating to design requirements and allowable stresses,of the latest edition of the"AISC Specification for the Design,Fabrication and Erection of Structurat Steel for Buildings 2.1.2 All light-gage, cold-formed, structural members and coverings shall be designed in accordance with the applicable sections, relating to design requirements and allowable stresses, of the latest edition of the "AISI Specification for the Design of Cold-Formed Steel Structural Members". 2.2 Design Loads 2.2.1 Standard buildings are available in four local groups:(Note that Dead Load in all groups is the self weight of the normal metal building components only) a (20•U-20) 1 12psf Live Load(applied to members with tributary area greater than 600 sq ft 1 2.20psf Live Load(applied to members with tributary area less than 600 sq.ft.) 3 20psf Wind Load b. (20.25) 1 20psf Live Load 2.25psf Wind Load 3. 31.25psf Uplift (applied upwards to the roof system in accordance with Southern Building Code-Coastal Region c (30.201 1 30psf Live Load 2 20psf Wind Load d (40-20) 1 40psf Live Load 2 20psf Wind Loaf 2 2.1 Loads are applied as follows a Live Load and bead Load -- ipplierl to entire honzonLal projection b. Wind Load--the wind load shall be considered to ,.act either inward or outward in the oesign of the wail components(guts and wail panels), and shall be applied to the frame,as pressure on the windward wall,uplift on the roof and suction on the leeward wall. as recommended in the MBMA Design Practices Manual. fMBMA recommundations DM-2 are based on Department of Navy.NAVr AC DM-2 Design Criteria.) C Uplitt applied upwardly and normally to the root 2 1 I)o!,.vjn load combinations for all buildings ,i Dlj,wj Lnail Live Load h Unrid Load i Whirl Load C. Dear]Load 4 Uplift 1 M2-2 3. STRUCTURAL. FRAMING 3.1 General 3.1 1 All iraming members shall be shop-fabricated for bolted field assembly, unless otherwise noted on erection drawing. 3.1.2 All framing members shall carry an easily visible identifying mark (painted or stenciled) 3.1.3 All;structural members shall be cleaned to remove all dirt,grease,oil and loose mill scale,and given one shop coat of primer paint.Primer shall equal or exceed the end performance requirements of Federal Specification TTP-636, 3.2 Primary Members 3.2.1 Primary structural framing shall include the transverse rigid frames, lean-to rafters and columns,canopy rafters, interior columns(beam and column frames),bearing frame rafters and corner columns,and endwall wind columns. a. Members fabricated from plate or bar stock shall have flanges and webs joined on one side of the web by a full penetration,continuous process.This plate or bar stock shall have a minimum yield strength of 42ksi,and will conform to the physical specifications of either. 1. 42ksi—ASTM A-529 2. 50ksi—ASTM A-572 b. Members fabricated by cold forming process shall have a minimum yield strength of 42ksi,and will conform to the physical specifications of ASTM A-607 (Grade 50). C Members fabricated from hot-rolled structural shapes shall have a minimum yield strength of 36ksi and will conform to the physical specifications of either: 1. 36ksi—ASTM A-36 2. 42ksi—ASTM A•529 d. Beam and column interior columns will be fabricated from round pipe column sections which have a minimum yield strength of 36ksi and will conform to the physical speeitications of ASTM A-36. 3.3 Secondary Members 3.3.1 Secondary structural framing shall include the purlins,girts,eave struts,wind bracing,flange bearing,base angles, clips and other miscellaneous structural parts. a Purlin and girls shall be cold formed from steel which will have a minimum yield strength of 50ksi and will conform to the physical specifications of ASTM A-607 (Grade 50). 1. Purlins and girts shall be roll formed Z Sections, 8" deep with 2t,a" flanges. Each flange shall have an 11,16" stiffening lip at 45" to the flange b Eave struts are cold formed from steel which wiC':ave a minimum yield strength of 42ksi and will conform to the physical specificarir%ns of ASTM A-570 (Grade E). 1. Eave struts are cold formed,8"deep with 41,A"wide top and 45A" wide bottom flanges. Each flange has a '/s"stiffening lip perpendicular to the flange.The bottom flange is formed at a 1:12 slope to horizontal,and the top flange is formed parallel to the root slope (1:12 or 4:12). r. Rod bracing shall have a minimum yield strength of 3fiksi,and will conform to ih4 physical specifications of AS 1 M A-36. (I All other miscellaneous secondary members shall have a rninimuin yield strength of 42ksi 3.4 Connections 3.4.1 All field connections shall be bolted (unless otherwise noted) a All primary bolted connections,as shown on drawings,shall be furnished with high strength tui%, conforming to the physical specifications of ASTM A-325. All high strength bolts shall be plated with bronze indite for easy identification. A-325 bolts are furnished without washers and must be tightened by the tum-of-the-nut method. (Ref: AISC -Structural Joints Using ASTM A-325 or A-490 Bolts Section 5 (b)). b All secondary bolted connections,as shown on drawings,shall be furnished with machine bolts conforming to the physical specifications of ASTM A-307 Machine bolts are zinc plated with clear iridite, and are furnished without washers. 3,4.2 All shop connections shall be welded(using either submerged or shielded arc process), and welting shall be in accordance with the applicable sections,relaling to desicgn requirements and allowable stresses,of the latest edition of the AWS Structural Welding Code`, 4. ROOF AND WALL COVERINGS 4.1 General ,1 1 1 Iypir.,rl root,wall and liner panels shall be 26(.019"Min)gauge galvanized steel,ribbed panels. (Other materials rind gauges available upon request.) 4.2 Panel Materials 4 1 1 Malenai for galvanized steel panels shall have a minimum yield of 80 ksi and will conform to the physical specifications of ASTM A-446. 4.3 Panel Configuration 4 3 1 KirbyRib panel shall have 1'4"de,,J major ribs which taper in width from 1 to 3.5x64"and are spaced 12"on center. Between each are additional minor stiffening ribs spaced 4" on center. Each panel shall provide 36" coverage 4.3 2 'KirbyWall' panel shall have a 1'9„deep major ribs which taper in width from t"to 2-9,32"and are spaced 12"on center. Between the ribs the panel shall be formed into a sculptured"Valley'shape. Each panel shall provide 36' coverage. -,.b #If M2-3 4.4 Fasteners • Standard fasteners shall be No. 14,Type A,self-tapping,sheet metal screws(with metal and neoprene washers)which conform to A.S.A Specifications(Self-drilling fasteners furnished upon request.)All screws shall have hex heads, be color coated to match root or wall panels, and sha,. )e either. a. Zinc plated steel b Type 305 stainless steel 4.5 Sealer Sealer for sidelaps,endlaps and self-flashing windows shall be !4" wide by 3/16" thick, asbestos fiber filled,pressure sensitive butyl tape. The sealer shall be non-asphaltic, non-shrinking, non-drying, and non-toxic and shall have supericr adhesion to metals, plastics, and painted surfaces at temperatures from -60"to -t 220'F. 4.6 Installa"Jon of Roof and Wall Panels 4.6.1 Roof panels shall be continuous from ridge to eave for buildings 70'wide or less.Where endlaps are required,the width shall be specified by the factory and the endlap shall occur at a roof purlin. 4.6.2 Sidewall panels shall be continuous from the eave to 1�a" below the column base plate except where required panel length would exceed 35'. 4.6.3 Endwall panels shall be continuous from the eave to 1 v1"below the column base plate,except where the required panel length would exceed 35',in which case the panels will be,spliced at the eave line.All panels shall be square cut(and bevel cut in the field for 4:12 slope buildings.)All endlaps for endwall panels,where required, shall be a minimum of 4" wide and shall occur at a wall girt. 4.6.4 All laps of roof panels shall be sealed with a c mtinuous ribbon of tape sealer. 4.6.5 Roof and wall panels shall be secured to intermediate framing members with No. 14 sheet metal screws at a maximum spacing of 12". At endlaps, the maximum spacing of screws shall be 6". 4.6.6 Sidelaps of roof panels shall be stitched through the high rib with two,equally spaced,No. 14 sheet metal screws between supports (screw spacing not to exceed 21"). Sidelapi of KirbyWall configuration wall panels shall be stitched through the low nb with one No.14 sheet metal scrow centered between two supports.(screw sl racing not to exceed 36") 4.7 Flashing, TFim and Closures 4.7.1 Flashing and/or trim shall be furnished at the rake,corners,eaves,at framed openings,and wherever necessary to provide weather tightness and a finished appearance.Color shall be arctic white,dark bronze or plain galvanized with the exception of the corner trim, which matches the building wall color. 4.7.2 Galvanized steel for flashing,metal closures,trim and other miscellaneous uses shall be 26 gauge conforming to ASTM Specification A-525 with a Class G-90 coating. 4.7.3 A formed panel matching the slope and profile of adjoining panels shall be provided along the building ridge. 4.7.4 Solid or closed cell,preformed(of the roof panels and rake of endwall panels)closures matching the profile of the panel shall be installed along the eave of the root panels and rake of endwall panels,and other locations specified and/or required for weather tightness. 4.8 Color Finish Unless specified otherwise,all wall and roof panels,flashing,trim and other exposed galvanized steel surfaces shall be cotorcoated. a. Color of panels and corner trim shall be selected by the customer from standard Kirby Building Systems colors (8 available). b. The gutters, downspouts, rake trim, eave trim and door flashing shall be white, dark bronze, or plain galvanized, or galvalume. c. The roof ventilators shall be white, plain galvanized, or galvalume. d. The color coat system shall he KirbyKole color,warranted for five years on Roof(horizontal)panels,and ten years on wall (vertical) panels, against chipping, cracking, blistering, peeling and excessive chaulking or fading. e. In lieu of colored or galvanized panels,an aluminum-zinc alloy coated steel"GalvalumeTv'finish is available. When used as roof panels, "Galvalumer"" shall be warranted for 20 years, subject to Kirby's warranty conditions. 5. ACCESSORIES ' 5.1 Hollow Metal Swing Doors I I Door it,aves shall be non handed. 114" thick, full flush, fabricated from 20 gauge (18 gauge on industrial type) Class G-60 zinc coated steel sheets. Jamb rlensions shall be furnished where required to provide secure attachment to the wall frnming 5.1.2 Doors shall be furnished with a cytindrk:al lock set which meets or exceeds Federal Specification FF•H-106a-- Series 160-A 5.1.3 Each door leaf shall swing from 4'2" X 4'2" galvanized steel, interlocking, template butt hinges. 5 1.4 Door leaves and frames shall be shop-painted with one coat of vinyl base neutral gray or white primer. 5.1.5 The threshold shall be an extruded aluminum shape to provide positive weather seal. 5.2 Sliding Doors 5.2 1 Sliding door leaves shall be constructed of cold formed channel or"Z*shaped steel framing covered with panels as specified for the walls The door leaves shall be adequately flashed and cnunter flashed for weather tightness Door are field ir;sembled with bolted connections. 5.2.2 The leases shall be suspended from a cold-formed "C section track header with the galvanized track field bolted. Trolleys are galvanized steel with dual, metal wheels. The track and trolleys Shall be protected by a counter-flashed hood. 523 The doors shall have inside and outside locking devices 5.2.4 Sliding door jambs and jamb support members shall be cold-formed shapes having one standard shop coat of primer windows shall conform to AAMA Specifications HS-BI-HP Windows shall be complete with latch,removable half screens and weatherstripping.They shall be factory glazed with SSB clear glass,or Ye"thick obscure glass using vinyl glazing beads and shall be back bedded. 5.3.2 All structural members shall be extruded aluminum. 6063-T5 alloy, with a minimum thickness of 0.062". 5.4 Windows-:steel 5.4.1 Windows shall be commercial projected with angle section frame and,ventilator bars and tee section mullions. Sections shall be not less than 1%"deep and%"thick,and shall be hot-rolled from new billet steel.Frame and ventilator corners shall be mortised and tenoned, or welded. 5.4.2 Ventilators shall be balanced on two bronze-bushed steel supporting arms attached to the frame and the ventilator with steel shoulder rivets. Windows shall be held in the open position by friction provided by coil spring-loaded bronze shoes sliding in the jambs. 5.4.3 Windows shall be complete with earn action rocking handles.Windows shall be bonderized and shop-painted with one coat of gray primer. 5.4.4 Glass and glazing shall be by others 5.5 Skylight Panels 5.5.1 Fiberglass reinforced polyester skylight panels shall have a profile matching the Kirby Rib Roof Panel(available in 6 or 8 ounces per square foot)or the Kirby Wall Panel(available only in 8 ounces per square foot).Skylight panels are white, ha,.e a minimum acrylic modified resin content of 15%, and shall be: a. Type 1 —structural,general purpose conforming to commercial standard CS-214.517(available in both roof and wall profiles). b. Type 2—Fire retardant,8 oz.,having a U.L.flame spread rating of 25 when tested in accordance with ASTM Specification D 635.56T (available only on roof profile). 5.6 Eave Gutters and Downspouts 5.6.1 Eave Gutters shall be shaped 26 gauge galvanized steel.The outside face of the gutter shall be supported with 18 or 22 gauge galvanized straps to the eave member at a maximum spacing of 48". 5.6.2 Downspouts shall be rectangular shaped 26 gauge galvanized steel.Downspouts shall have a 45-degree elbow at the bottom and shall be supported by attachment to the wall covering at 5' maximum spacing 5.7 Ventilators and Fans Ventilators shall be gravity type, fabricated from galvanized steel, and shall be: 5.7.1 Continuous—furnished in 10'-0" lengths. Splice channels and end caps,where required,shall be provided to make up th9 specified length. Continuous ventilators are furnished with or without dampers. Dampers shall provide an adjustable opening at the throat and shall be of the manually-operated pull type. 5.7.2 Circular—with interior baffles and exterior wind band designed to pruvide maximum air flow.Round ventilators are furnished with or without dampers. Damper shall be a spring-loaded butterfly type, operated by a pull cord. All ventilators shall be furnished with bird screens Ventilators shall be white or plain galvanized. 5 7.3 Powered Fans and Ventilators a. Wall Fans Belt-driven propeller fan panels and structural supports shall be of welded steel construction with recessed panel orifice to provide additional fan shutter clearance Fan blades shall be of hi strength extruded aluminum alloy secured to heavy cast aluminum huh. Blade pitch shall be adjustable. Bell hearings shall be heavy duty pillow block type Motor pulleys shall be variable pitch.Fans shall be licensed to bear the Air Moving and Conditioning Association, Inc. (AMCA) seal for air performance and sound. b Power Roof Ventilators:Direct drive power roof vent wind shroud shall be of 22 or 20 gauge galvanized or white steel. Propeller to be adjustable pitch,high strength airfoil shaped extruded alurninum.Damper doors shall be reinforced fiberglass.Motor shall be totally enclosed for weather protection Powered Roof Ventilator perform- ance ratings shall be certified by the Air Moving and Conditioning Association,Inc.(AMCA),and all units shall be licensed to bear the AMCA certified ratings seal Double-pitch roof curbs shall be constructed of 18 gauge sleol (galvanized or white), and shall have continuous welded corners for utilized construction of maximum strength and rigidity Curb interior is lined with 3M density fiberglass board to eliminate condensation Preformed closure strips to match KirbyRib profile and pressure sensitive butyl sealant tape shall be provided for maximum perimeter integrity. 5.8 Roof Jacke 5 8 1 Molded Cycolac plastic roof lacks shall have a rib pattern molded base to match the Kirbil Rib roof panel configuration to provide closure against the elements. 5 8.2 An optional domed cap, provided with fastener straps is available for additional weather protection 5.9 Louvers 5.9.1 Louver frames are fabricated from white or plain, 18 gauge galvanized steel, and blades from white or plain, 20 gauge galvanized steel. Louvers shall have blades of the overlapping type providing maximum weather tightnr• while allowing free air flow. 5.9.2 Louvers shall be. a Fixed type with integral insect screen b. Adjustable,operated by crank (Pull chains optional). (Adjustable louvers are furnished with or without insect screens) 6.1 BUILDING ANCHORAGE AND FOUNDATIONS 6.1 Anchorage The building anchor bolts and related anchorage shall be designed to resist the column reactions resulting from the specified loads(combined as shown in Vection 2) The sizes and design shall be as specified by Kirby Building Systems, Inc 6.2 The building foundation shall be designed by a qualified engineer to support the buildings reactions, in addition to other loads imposed by the building's use or occupancy. This design shall be basod on actual jobsite conditions III r r s ac. SYMUllL QUAN T( f'. ! i r I It , r , L PkOJ 2 1- 4d 2 UJEi. . I �.� �� f I. I �, I AN r ,_ ABY .jot ,' ; _ ___.._.. J.-- I NG Y 'STEH -- - �- LUI.AT I, '1 f f';AfiU , ur,• { ,iI:ALE NT, fEXA5 f.f, , i .� ►�;� . nI(N .Hr i1AtE , TENNESSI:.f' I QUl1T, ;1�1� ► t r !iA2E URK UTAH 1llt� Nu.: f TUALAIIN IIIJ14AJ FInE 1'NU1kC11r)N t)Iti11iIC1 No CIQX 127. IUAtATIN. pR 97n6? NOTICE OF PLANS REVIEW PHONE 1503) 682-213301 (THIS IS NOT A R � PERMIT) �'ZZ1 UII f)IN(, tl Rig M ny AuuI�E.•s -- __ No. County.—.—..--- _Occupancy,__ Architect.,-___ ---- •---__ FMT. -------- ---_ New Dldr.. ---Pg 1 Of p Addition p Alteration p Date Received Owner-,--__ — —'_.__.._._ .-.----------------------------• Address --- — Stories -- —_—Area /— _-----'----------Date Returned--- - AIIIC-,.-- -- / MAIN FIR H/til Al N, �- iTP FRG WAIIS,r._,_�-- xits -_` _ft. Stairs Vert. Shalfs___.__ E — / ctustu ,�; /_ Sprinklers.__ __ / roTWIU7H GI(ISI.0 NU YEs /" Alarm_.— Exf._ / Det _--_ nl�cA novo —S P CI ASS —NO— ---- ' / FI00/� INT SIZE 7 VPF ARrA cavy _Gelling-----Roof----—Roof—` Wall cover. ,�Slr. Members_-._ exi _ TN-7 Hlr. Im encl. --____Type flue. •---Type Htg. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon administered this office. Iterns No. checked on the enclosed list are applicable. These items by to meet current fire protection regulations. A and any specially noted provisions must be incorporated into the project office or of noncornpliance with any applicabler�regu of t onsr oft ocal government eJ plans is not an approval o} omissions or overSights b this I REMARKS- •___.-- ___-- _.—__'- - -Y This is 0 fire and life safety review onl of an exii;ting building.and shall bt y' on the interior modificationview. an addendum to the original plans re- l. Handrails, shall be placed not less than .30 inches nor more than 34 inches above the nosing of treads. Sec. 3305 (J) State of Oregon Structural Speciality Code & Fire Llfe Safety Code. Stair railings shall have inter- mediate rails spaces so a 1211 Sphere may not pass through. (Sec. 1716) 2. There shall be 3 2A-lOBC extinguishers tions, one on the u g hers arranged in the following loca- pper floor and two on the main floor placed so the maximum travel distance from any point in the building to an extinguisher unit shall be no greater than 75 feet. 3• If this building is to house high comply with Uniform Fire Code Artice lealc��) usLible material, it shall 4. All glass shall comply with Chapter 54 of the Oregon State Structu.ra71 Speciality Code and Fire Life Safety Code. I I i I EXAMINED By COPIES TO: 300-16