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9000 SW DURHAM ROAD-34 2, 4 CA rrr 0 w CL 1 r s r a 1 JUO" SW DURHAM ROAD -- ll(-,ARD HIGH STADIUM NO. h- �, INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 i Type of Inspection Date Requested ��'"�-�f -- Time _ A.M.__ '__—P.M. Address __- �! dam-�-�����s Permit # Owner-- ------ --- -- - ------- Lot Builder ----------- — - -- - The following Building Code deficie-i6es are required to be corrected: C� Presented to - Approved Inspector —_-- _ __ -_ - Disapproved i Date CALL FOR REINSPECTION El Yds [i No meas_ �► s 'rar �► � a� �r BU!LUING PERMIT APPLICATION TIGARD DATE__'�=1�f___°�_ ,,s_ 4238 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER :chvol Piet 23J JOB ADDRESS 2U0 S.W. hir;,a;_. i'uaL.� LOT NO. ARCHITECT BUILDER M•A• Cray ENGINEER ADDRESS DESIGNER STRUCTURE � ❑ NEW _ ❑ REMODEL CN ADDITION ❑ REPAIR ❑ RENEWAL _Cl FIRE DAMAGE ❑ DEMOLITION Cl RESIDENCE ❑ COMM Ot EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CAR PORT ❑ 3ARAGE ❑ STGRAGE ❑ SLABO FENCE OCCUPANCY _F__L_LAND USE ZONEZy BLDG.TYPE _FIRE ZONE_— _PLAN CHECK BY __HEAT____ Footing & slat) for area under Tit.er Stadiva, all per plana. Itrawin- tf"()i)S—.`()3ri Ila tad tk.tr.hstj;y,_ly:�� 4�lnni�/L1 I"llinbinv 1'ertait keq►r i.red SEWER PERMIT# OCC.LOAD FLOOR LOAJ HEIGHT NO.STORIES __ AREA NO.BEDROOMS_ VALUE a*OU%`i BUILDING DEPARTMENT SFT BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check _ _ wOnK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECT. ICATiONS AND IN COMPLIANCE t WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOFS NOT WAIVF Subtotal _ _ RESiRICTIVE COVENANTS CONTRACTOR AND SUB CONT9ACTORS 713 HAVE CURRENT CITY BUSINESS State TLICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUidIBING AND HEA rlNG. Tax SDC— Total By Approved r.«: PDC# APPLICANT OR AGENT Receipt No. ADDRE98 SON DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor I Permit Nu. C, Fixtuts HEATING Contribc tor Permit No. Gas or Oil prnighdn SEWER Final DRIVEWAY F1,1ml Storm D,ninage (Rain Drain)Final Sidewalk Curb&Sum Final Approach OL100. DEPT.FIN A I. Pfi oARY OCCUPANCY OC66� �lck—y �T=CATTCOCCUP Y Final Landscaping ria - t , BUILDING PERMITAPPLICATION TIGAR7 DATE THE UNDERSIGNED HEREBY APPLIES FORA PERNIIT FOR TFIE WORK HEREIN INDICATED BUILDER PHONE ()RA G!A WN AND APPROVED IN THE ACCO_ NIPANY NG P NS AND S��IFICATIONS. OWNER PHONE / + .v J,/�� LOT NO. OV'1N£R �Il�L �3 JOB ADDRESS ARCHITECT ENGINEER BUILC'ER ADDRESS DESIGNER STRUCTURE © NEW ❑ REMODEL tAODITION _❑ REPAIR C3RENEWAL ❑ FIRE DAMAGE ClDEMOLITION Cl RESIDENCE C COMM ,EDUCATIONAL C GOVT C RELIGIOUS Cl PATIO ❑ CAR PORT _❑ GARAGE C STORAGE Cl SLAB❑ FENCE OCCOPANCY r. —.LAND USE ZONE BLDG.TYPE — _FIRE ZONE PLAN CHECK SY HEAT .•- - Ls•y , .,� ,�, ,z��=.�Gj(� S.� •- �y 3 /_\' - .�'CSL /1-�'� SEINER PERMIT N _ _ Z t. �!f2tt` — OCC.LOAD FLOOR LOAD HEIGHT NO.STOP,IE`, A A NO.BEDROOMS YP.LUbaC/ BUILDING DEPARTMENT SET BACKS FRONT HEAR LEFT SICE RIGHT Sly' Permit _ SU THIS PERMIT IS ISSUED SUBJECT TO 7PE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICABLE C07ES AND OflD1NANCES, AND IT 18 HEREBY AGREED THAT THE !Plan Check WORK WIL'_. BF DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE - WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NCT WAIVE I Subtotal _ o 5 RESTRICTIVE COVENANTS. CONTRACTOR ANO SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS �"'ato _ � UCENSF-SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. SlatB Tax • �'v L- - � SDC— 1 APPLICANT OR AGENT PDC# By - - Approved Receipt No. ADDRESS PHONE _ oC =_s oc s EWER CONNECTION 5 _� ER INSPECTION S SEWER SURCHARGE S -=-AW�'NMRAL-m-N-OLAL rt Xt AM M"". lit 4p% i—I w IF 0 4iO IMS 1W C14 00 In Jfk u tj H bo r4 F-4 -4 on (n U .0N V 0 ca u 'j -4 M u Q) to 0 . ( O O 114 co ".4 tM ,fir tj M 0 0 U) '4 0 U cn 4 'C4 0 U. sia 't Cd low' bo +j .It • 4 lit 1W go-NM+y,� `3N - Yi►w�/l�,t _;IUi�^. Uill� !A1..,. rr 1t 1,?iN. rlll,i. 30 +� - qw . VP 41 Tualatin Fire Disirict Inspectio'n" 'Notice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 6132-2601 T (z,pAv-o Bijddin� Nam(, I'llorsuant to Section(s) of adopted ceder, the following item(a) require correcting: 03 D 4-- 74 ............ ....... roe- 4 L rte!-.L FOR I;f�INSPFCTION 09. UILDING nIF . .p yHpl gIYMMIaY' pit, {if F.id i+i lux irfmo PUBLIC N0 71 CF.' „Ptd• A� DO NOT OCCIODY BUILDINGAT TIGARD STADIUM 9000 S.W. durham Rd. .....mss. CERTIFICA'(E OF OCCUPANCY CAN NOT BE ISSUED UNTIL ALL PROVISIONS OF I 0f T'GAA RD ORDINANCE NO. _. 14 .04 .02,) and 14 .04 .063 HAVE BEEN COMPLETED . � DATE --°-•.°.°••.. ®UILD114G INSPECTOR 1 sw i� ,1■r s � � � � o IMRIN ��� OREGON 97062 • PHONE 687-2601 l o • 6P 0 BOX 177 • T�JALATIN TIGARD STADIUM (NEW) MAY 19, 1982 11445 S.W. Tiedeman Street Tigard, Oregon 97223 1058- 1 351D-010-000 Dear R.A. Gray, During a joint reinspection of the Tigard Stadium on May 17, 1982, with Brad Roast, we noted that the fallowing items remained to be corrected: Stairway/aisles - stair treads m-:y have a rise of not more * that+ 8 inci.-s nor less ti-An i inches. The run of each tread shall not be .less than 10 inches. The largest tread run within any flight of stairs shall not exceed the smal- lest by more than 3/8 inch and the greatest riser height within any flight of sta.,rs shall not exceed the smallest. by more than 3/8 inch. Class II standpipe piping shall be: Sized to deliver 100 gmp at 65 psi. Provide calculations to this office for verification of sizing. Class II st:andpioe piping shall be: Water supr";° to the standpipe shall be controlled by an approved valve. Class II standpipe piping shall. be: Piped with wrought iron or galvanized steel . uitable for pressures to 300 psi or other types of pipe or tube if listed for this type of service. Claes 11 standpipe piping shall be: Hydrostatically tested to no less than 200 psi for 2 hours. Walking surfaces shall be made smDoth, continuous and even in the seating areas. Where precast concrete members forming walkways in the seating areas abut each other, there a-.e cracks and ridges which form a serious tripping hazard atxi may lead � � major injuries. IUfl � fl11U UR. fl � � I {� IN U P O BOX 177 s 1UALAIIN. OREGON 97067 • PHONE 687 7601 -2- Work on the stairway/aisle and walking surfaces, is to cam- mer-e trl, August 8, 1982 or the Stadium will be posted "No Occupancy''. '1he work shall be ccmpleted thirty days there- after including corrections on the standpipe system. If you have any questions regarding this letter, or if we may be of any assistance in this matter, please feel free to call me at 682-260i or Brad Roast at 639-4171. Sincerely, Gene Birchill Fire P reventiaax Bureau Brad Roast City of Tigard cc: Scott Upham, District Attorney Washington County Washir>gton Count} Courthouse 1541 North 1st Street Hillsboro, OR 9'7123 er er w WX M WJLN nr ' Department of Commerce Y ' OFFICE OF STATE FIRE MARSHAL vicroA Anru 103 LABOR & INDUSTRIES 3UILDING, SALEM, OREGON 97310 PHONE (503) 378-4917 November 12, 1981 Mr. Gene Birchill Deputy Fire Marshal Tualatin RFLT) P. 0. Box 127 Tualatin, OR 97062 Re: Tigard Stadium Dear Gene: Section 3321 (f)-2 charges all of chapter 33 as applicable except as otheivise provided in items A through I. Any incline in excess of that stipulated in section 3313(g) in aisles would have to be accomplished through an arrangement of steps (stairs` . Section 3305 (c) clearly stipulates in the last sentence that the greatest riser height within any flight of stairs cannot exceed the smallest riser height by 3/8 inche. This applies to the step in relation to the next, as well as the step itself, such as being unlevel or uneven. In short, section 3305(c) applies as indicated by section 3321(f)-2 of the State of Oregon Structural Specialty Code and Fire & Life Safety Code. Should you desire further clarification on .his matter, please do not hessitate to contact .rie. Very truly yours,, CLYDE W. CENTERS State Fire Marshal Pat en Chief Deputy CWC:PHF:nh cc: Plans Review Deputy Wilbert Russell L �om � Jfl � flli (l � U � fl � fill flRO �� C1100 D � SjflIC � v P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 • RUSSELL WASHBURN, CHIEF November 9, 1981 P?t Franzen, Asst. State Fire Marshal State Fire Marshal 's Office 103 Labor & Industries Building Salem, Oregon 97310 Re: Tigard Stadium Dear Pat: Would you please advise me on the above captioned property as' to whether the rise and run variation in the stairway/aisles Fh,ll comply with Section 3305(c) on yellow page 504.1 . 1 do and - and that stairways in seating areas as per Section 3321 (e)6 may have rises not to exceed 8 inches in lieu of the 71 inch maximim in Section 3305(c). If you have any further questions before writing an answer, please call me at A°? 2501 . Yours truly, r Gene Birchill Deputy Fire Marshal/ Sprinkler Specialist GB:dm cc: Ed Walder, Bldg. Official , Tigard JrKALff Construction Inspection & Related Tests Carlson Testing, Inc;. -�+ -- P.O.Box 23914 Tigard,Oregon 97223 P{lona(503)641-4114 wtJ vember 4, 1.981 RECEIVED #ct '�3 R. A. Gray & Company A,. CITY OF TIGA'kU 11445 S. W. Tiedeman Tigard, Oregon 972.23 Attention: Mr. Bob Gray Re: THS Stadium Gentlemen: As requested, we have performed several Schmidt Hammer Impact tests in various locations at the subject project site on November 3, 1981. The following are our findings. Left Center Frort Panel - Averaged 4815 p.s.i . South End Arch - Averaged 5670 p.s. i . Under Seats South End - Averaced 5413 p.s.i . Third Arch From South End - Averaged 4970 p.s.i . Wall Panel Under Stands North of White Pipe - AVt; aged 5420 p.s .i . Second Arch From North End - Averaged 5700 p.s. i . Under Seats North End - Averaged 5820 p.s. i . As indicated by the results of these tests, the concrete at the subject ;project site is well above the design strengths required for, this project. If there are any further questions on this matter, please do not hesitate to contact our office. Very truly yours, C RLSON T STING``,'' Z1INC ouglas W. Leach President llo i Nr V s S\/VAN WOOSTER Qn'OF W ENGINEERINC INC. TI�Ak� SUITE_96Q LLOYD FIVE HUNDRED BUILD!NG, 500 N E.MUL.TNOMAH,PORTLAND, OREGON 97232,TELEPHONE_ (503) 238-7050 3 November 1981 City of Tigard Building Departmeni 1 ?420 S. W. Main Tigard , OR 97223 Attention : Mr. E . T. Malden I Subiec t: Ti ger Stadium Cons true tion Inspee ti on Gentlemen : This letter is to certify that during the construction of the above referenced stadium , normal inspection was carried out including the inspection and approval of all high strength beam , girder and columns wQlds . If there are any questions to the above , please contact me . Thank you for your cooperation. Yours t;qJj%, Olbert W . Carte , P .E . Chief Engineer R WC/c l o i OFFICES IN ATLANTA JAKARTA MONTREAL ST CATHARINES VANCOUVER, B. C. aw wr �■► e� a[ NOV _2 1981 CITY OF T I GARD October 28, 1981 Tualatin Rural Fire Protection District ATT144 Gans Birchill Deputy vire Marshal P. U. Box 127 Tualatin, Oregon 97062 bear Deputy 91rchill, Most of us in construction understand that the Code is filled with interpretation. This particular project was probably more olosely controlled by %o6lf than any other project our company has done in the past 10 years. If there ars errore in code or judgement, it is totallo my doing* I Would like to go through yuur chock list by the numbers. I!m a member if the Tigard School Board anO, therefore, feel a groat deal of responsibility for building and public awfety in regard to this structure. Item 1 - Stairway/Aisles The variation of rise is a concern to roe, and I would greatly appreciate your help in determining which treads to shave. I can most. you on the site at any lime. , Tread iun in this case can only be increased at the expenas and entry inaorveniencs at each east row. In this regard, the aisles in a grandstand are exactly that, aisles. They ars not, by my understanding, steps, and I trust your interpretation of the code will bs similar when we meet at the site. The difficulty and danger in entering each seat row will be apparent. During construction we analyzed this procedure with great cars and made the treads as wide as we could to Osaka it easy for elderly folks to. navigate. Life safsty is still important w me, and it you can sugpest an improvement, I would both accept and appreciate its Item 2 - Glass 11 Standpipe Piping Pipe will be changed to galvanized steel from float level to valva. The Tigard Water Bureau, which donated this work to the Stadium, assures me ttat you have for in excess of 100 GMP. They will test is to give you an actual capacity. Thar@ in a typical gats valve on the school side of the meter. I am not sure this is approved. Please advise. Hose and cabinet and nozzle will be purchased and installed this weak. Testing of pips has been done, but I must refer to the letter being sent directly to you as to how many pounds and how long. Gana Birchill, Deputy Fire Marshal, October 20, 1981 page 2 Item 3 - Exit Illumination Exit illumination is at present supplied by both field lights and Stadium service. These are two distinct services. At the Forest Grove game, the field lights failed beceusa of transformer problems. The itadium lights continued to provide ligbt for minimal activitiaa. Item 4 -- Exit Signs This it9m is presently being attended to. Item 5 - Exit Sign Letters Exit sign letters, when required at night, contrast beautifully end ars @say to read from the top rows. Item 6 - Stairways Refering to Chapter 33 of the Uniform Building Cods, the Stadium requires three exits; we have six. The 44 inch stair requirements allow 7 inches for handrail penetration. The remaining walkable space is therefore 37 inches. Four sets of stairs have 42t inches and two have 37} inches. Further in the codo, page 520, Item 6 it states, "stairs *hall be no narrower than aisles feeding these stairs." Here again I hope your interpretation can concur with mine. Wo have had home events thus far and have tied extreme success with the functioning of these access points. Item 7 - Landings Landings also fit within my reasons at six, but beyond this the program writton fur the initial design wanted the viewing as close to the field as possible, and since the lower ramp is busy, we were attempting to provide as much room as possible for traffice to all stair entries. Iters 8 - Fire Extinguishers This iters will be attended to immediately. This wet an oversight on my pert and is essential. Item 9 - Guard Rails Guard coils per cods at front most were acceptable, as I understood, at 28 irches. We made theta 36 inches to minimize danger o;' fall. Since eye level is at 44 inches, we felt this would still prQvido good sightlines. Though we added only 16 fest to the existing rail at thw playing field, our concern was length of fall, 30 inches. We have had this rail in existence for 21 year* with no injuries and no falls that i em aware of. Please see 1716. Fill was placed in this area to obtain this 30 inch requirement. Item 1 I 0 - Stairway Handrail Though the staiii-4y to the playing field was constructed in 1960, we wili install intermsulate handrail* this week. Those short stairs can, at times, be the most dangerous. Gene 8irchill, Deputy Fire Marshal, October 28, 1981 Page 3 I hope these thoughts meet With your approvo�, and the corrections Will be accomplished as soon as poesi ,.e. I Would appreciate meeting you on the site at your convenience to discuss these ar;d some other concerns. Completion date• concerning above—mentioned itivns as follows Item 4 — Electrician, Tigard Electric, advised and will take care of this item as soon as possible. Item 8 — Completed October 28, 1981. Item 10 — Will be completed October 2.9, 1981. Very truly yours, R. A. Gray RAG,'kao ■�� No RFo�'v�o r�.a..Gray S co. V . cor iTFUCYion C/j�,o�~ IgBI T/Gq�o October 28, 1981 Mr. Ed Walden Building_ Official City of Tigard 12420 SW blain P. 0. Box 23397 Tigard, Oregon 97223 Dear Ed, Few concret3 reports were made. This was a volunteer item and didn't quite yet done. Sorry. Doug Leach, of Carlson Testing, has been advised to take Schmitt Hemmer Tests and verify findings on bents, risers, and walls. He will follow up with a report sent directly to your office. Bob Carn, Structural Engineer, with Swan Wooster, has examined the welds and will follow up soon with a cover letter. The fire Marshal's items are, to some extent, contrary to my understanding of the code, and we may have considerable discussion prior to my tearing out a good product and replacing it with something less. Very trudy)y�ure, ,r r G4 RAG/ka© 1 . 1.1 O X 2 3 5 1 F, PORTLAND, O R E O U N 4 '77. 2 - PHONE 1 5 0 3 1 6 3 9 6 1 2 7 t CINOF TIGAM WASHINGTON COUNTY, OREGON October 22, 1981 Mr. R. A . Gray 11445 SW Tiedemann Street Tigard, Oregon 97223 RE: Final Inspection and Occupancy of New Stadium at Tigard High School - Permit #3701 Dear Sir: A final inspection was made on 10-6-81 by the Tigard Building Department and Tualatin Rural Fire Department. Enclosed is a copy of Tualatin Rural. Fire Protection report and findings. In addition to the correction of the stairway aisles and exit illumination, it was noted in a conversation with you at: the job site that the Building Department had not received the stipulated concrete reports from the Lab on all concrete `' Sting which is required by Code. WP would also like to have a letter from your Structural Engineer that he has examined the welds on the structure and found them to be satisf,•ctory or cite any required corrections needed to meet Code requirements. It should be noted that a No Occupancy tag will have to be posted on the stadium if all corrections are not completed within 30 calendar days from above date. AS1 cer _l yo'-urs,/ E. T. Walden Puildinq Official ETW/pl Enclosure 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639 4171 Alt E m v MM a ,6y N W V•='C1 S m — u,�C� ,v6��r3� .a 1'� �e�Z = �.m °Ba i'Lr� c _0 z road a� oo,coo6 � � o m•a 6 2a ° � 771 ayy 'd•tl�V O�� ap(a-° 'fin E53 a N m 0 Y O b y V >•.� d v� C .tom q6 � ..H c���'�:..9 a c 3?o.�c7,E� °�`• (iu I` �i 8S e a• .c-..9 a g 3 act m b.r'.- 6 --QQ- W o •: m a•�F �a`SC ~ �5� b da Cl) Y„�'�'• • u V d v iO 0 5 7 m N E d "'O U G Q91 a C Ie0m L1 L 'AA5 • � it U it oc3v� c e g Erq'i ^ C o a �va aam9 � on3 $�' ���E •$ •, g.1o ':'a'y o4 yvi n °uG °B.'9R B�vS Ect.v u E o U A` m° u DO c �O �pp`�t� � °— y p ppQ •�N D � O E • .0 T �NNyA�J�,� V GO C. G27y��i O 13 h co .�• _ d E o"bw O E^ Ly(�' N O O N O :A jL? E vEM V ° E $ g o e >. " Dzo�_ 5 Q � 5 avy Fiuo a o >.2 •— v > mv��euA � � a etl �J03roL � .� = o E a $fib qt$ s LL yy E d � �� ao WU I o � t;d`o � u • .w.. ,►�' J y E uV,o� e"p � vo_ OrNa5•5 W l-iv `cl; �u' F3 1 A •j � ao o + E � I k�5$ � F! o v B `odE ti t $. Q ` 00 E v Q,� E? 3. 0 8 +,. €, a d a $ ° o F a 7 �• r/ J� .q p F °vmCac� pa^_ o 't�E �' �nP Eo$ ° a `o �� oE aa•a � 4NN °•v 5 `v vVi 3my `•�..v .F 6C 'o°� 3 poab � fir . E a y, w m: ° ao y '9'�Yoq mn6b�=a " v °laE u $ ,�vp� trrCCdp E$ `� c E du � �� _��' �,� ac �. Na x L N f.-1 F t 7 U« y^ V E N_•.O E n V r m n. 5 � tt . ,gy aE8!' a � Yf° v" y0��mc� � Construction Inspection S Relatel Tens Carlson Testing,Inc. -- w P.O.Box 23814 Tiprd,O►soon 97n3 REPORT OF CONCRETE TEST SPECIMENS Phons(503)d414110 Date Molded: 7-10 19 81 Job. No CP-1093 Client: _._ R. A. Gray & Company Project: Tigard High School Stadium Address: Tigard, Oregon Contractor: Hanson Sub-Contractor: Concrete Supplier: Job Mix Cost by: D. Leach Weather: ---Sunny Temp, high: 78 Temp. low: Location of Concrete Placement: Unit Row 18, Riser D Strength Requirement: 4000 — PSI @ 28 days Slump: 311 Cement Type: I No. of sacks: 615 _ Entrained Air Admix, Amount: Brand: _ Admix, Amount: ._Bra,•d: Coarse agg. size: 3/81 ___Type: Natural Fine Agg. Size: B1dg.__ Specimen Specimen Toot(P Remoter Date Doti Total Aroa Unit Load Report No. Typo Daya Number R*c'd. Toll Load PSI No. 1 A 6 x 12 7 7384 7-13 7-17 78,000 28.27 2760 1 B 28 7385 7-13 8-7 119,500 28.27 4230 2 C 28 7386 7-13 8-7 117,000 28.27 4140 2 D E F Remarks: ___ M. City of Tigard _ Department of Commerce OFFICE OF STATE FIRE MARSHAL VIC,rOR AT(YFH 103 LABOR & INDUSTRIES BUILDING, SALEM, OREGON 97310 PHONE (503) 378-4917 July 2, 1981 James C ' K worthy Y Tualatin P P.0. B911( 10 Tualatin,, OR 97062 Dear Kea: Re: I.C.B.0. Interpretations on Tigard Granvistand Please excuse my delay in responding; to your May 28, 1981 letter regarding the above project. I am pleased to hear that you are able to agree with I C.B.O. 's interpretations , and I concur that they did not compler.ely answer question #3. I would have to agree with your comment, although I believe it is too 'late in the game to appy it to this particular project, that the width of the cross aisle must be main- tained until it reaches an approved exit. Just another one of those things to keep in the back of our minds when the next piiject similar to that occurs. If I can be of any further assistance, r,leas,� do not hesitate to let me know. Sincerely, CLYDF W. CENTERS State Fire Marshal C ranzen Chief Deputy CWC:PHF:lr cc: Joe Lackey, Plan Review Ed Walden, Tigard B.O. ✓ District Deputy Wilbert Russell w ►� r, N MMM URR HU PHE I ! OD MMV P O. BOX 127 • TUALATIN, OREGON 97067 • PHONE 6872601 RUSSELL WASHBURN, CHIEF May 28, 1981 P. H. Franzen, Chief Depdty Office of State Fire Marshal 103 Labor & Industries Building Salem, Oregon 97310 Re: I .C.B.O. Interpretations on Tigard Grandstand Dear Pat: Yes, I can agree with their interpretations, however, I don't believe they completely answered your question #3. f Regarding your question #3 and their response, would it be proper then to assume that the minimum required width of the cross aisle would have to be maintained clear to the 1`ront of the building when the cross aisle serves more than 16 rows and is located in the rear of the stadium? If so, the width of the side and center aisles would have to be increased, would they not? Thank you for securing t;ie interpretations from I .C.B.O. I think you did an excellent job of presenting the questions. If I can be of further assistance, please call . Sincerely, James C. Kenworthy �� Building Official JCK:dm cc : Joe Lackey Plan Review Division Room 401 Labor & industries Building Salem, Oregon 97310 (_,,--Ed 'Malden, Tigard Bldg. Official City of Tigard City Hall Tigard, Oregon 97223 Wilbert Russell , Deputy Fire Marshal c/o Hillsboro Fire Department 148 E. Washington St. Hillsboro, Oregon 97123 °+ Department of Commerce OFFICE OF STATE FIRE MARSHAL VICTOR ATIYEM 103 LABOR & INDUSTRIES BUILDING, SALEM, OREGON 97310 PHONE (503) 378-4917 MvcnAn May 15, 1981 JiN Kenworthy Tuhtin R.F.P.D. P. 0',`Box 286 'i'ualaLin, OR 97062 Dear Jim: Re: I.C.B.O. Interpretations Relating to State Fire Marshal Position on Tigard Grandstand just received the response to my April 17, 1981, request that I indicated I would request during our meeting covering the Tigard Grand- stand. It is refrnshing to receive a forntal interpretation which is the satip as a verbal interpretation re^.ei.ved some time before. 'Ihe subject mater as well as drawings should clear up the "grey" areas. Am I to expect you to agree with their interpretations? If you have any further questions, please contact me. Sincerely, CLYDE W. CF3 rERS VHran2 Marshal P. ei Chief Deputy CHIC:PI IF:f er cc: Plans Review Division Ed Walden, Tigard Building Official Wilbert Russell, Deputy Fire Marshal Department of Commerce OFFICE OF STATE FIRE MARSHAL VICTOR ATWEH 103 LABOR & INDUSTRIES BUILDING, SALEM, OREGON 97310 PHONE (503) 378-4917 OOv�M10R April 27, 1991 141. Jim Kenworthy Tualatin Rural Fire Pro. Dist. Y.O. Box 127 Tualatin, G--A --^ 2 Dear Jim: Re: Revised Man Revie - Tiger Stadium, Tigard, Oregon I have revievred the 14 items cove a in your April lo, 1981 letter, which is a result of a meeting we conducted in this office April 16th, and find all of the items correct and acceptable to this office with one exception. Item 7 (A) after further review with yourself and the other affected parties, was modified so that the back aisle of t' , above stadium could be 42 inches rather than 54 inches. This j acct Ital _ to this office and all part?es. If we can be of any further assistance, please do not hesitate to contact us. Sincerely, CLYDE W. CENTERS State Fire Marshal P. Chief Deputy CWC:PHF:1.r cc: Plan. Review District Deputy Wilbert Russell Edward T. Walden, B.O. , Tigard �, r 3701 i 19 ul_ BUILUIi IG PERMIT APPLICATION TIGARD DATE.----- THE UNDERSIGNED HEREBY Ar'PLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS, ND SPECIFICATIONS. OWNER PHONE - igorC: r 11�1h $Cflt)�r1. OWNER T� Inc. d LOT NO. lir Prids G{111►tri.l BADDRESS 9000 SW Jurham ARCHITECT ENGINEER Carnr Robert BUILDER H• A• G ro y ADDNcSS _ CESIGNER !_ STRUCTURE__ F1NEW ❑ REMODEL ❑ ADDITION [7 REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS E PATIO ❑ CARPORT ❑ GARAGE 0 STORAGE ❑ SLAB FENCE OCCUPANCY _�'�-A LAND USE ZONE -- BLDG.TYPE I Y J 1 MIRE ZONE =PLAN CHECK BY LW HEAT Corlatruct atadiumv all per provaa plena and Coderequirementa. — I, ALL BUILDING PERMIT Fr ES WAIVERED By ACTION OF CITY COUNCIL ,-a SEWER PERMIT# W OCC.LOAD FLOOR LOAD HEIGHT 540 NO.STORIES AREA21/jam NO.BEDROOMS VALU4'rp t,Do, BUILDING DE RTMENT SETBACKS FRONT REAR _ LEFT SIDE RIGHT SIDE _ P_e_rmlt 37• O THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING C[ REGULATIONS AND ALI. APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check A80 .3 L• WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE '0 W!TH 4LL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 5a • �' `A r I RESTRIk;TIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS L LICENSE.SEPARATE PERMITS REQUIRED rOR SEWER.PLUMBING AND HEATING. State Tax <<+� 70181 f 572. Q _ � SDC- --- ,� PDC# APPLICANT OR AGENT By lil_�� Approved t�Wt1 tW 'r Receipt No. ADDRESS PHONE DATE INSPP, TYPE INSPECTION RZMARKS PLUMBING DATE Contractor Permit r Rough-in G-2/•fy Lam' �' we .15i v — Fixture � � � Final AL- _ — G 17HI?ATING Contractor ^_ij-ep ♦ / Permit No. Gas or Oil J_i'-� ,J� _ T��� L I -C.1� nom! �['•C _. _ Final SEWER �- �� v Final C_c�4._i"tQZtr ...... i DRIVEWAY ------ — --- Final - - -� Storm Drainage ""` ---— ---- —� (Rein Orsini Final -- -- --- - Sidewalk Curb&Street Final ----- -- -- ---.� Approach BLDG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANC'' Final — ,"ERTIFICATE OCCUPANCY Landscaping Zoning °ind — 9ja 1406tw% BUILCING PERMIT APPLICATION TIGAz:) DATE THE UNDERSIGNED HERGBY APPLIES FOR A PEgMIT FOR Ti iE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN ND APPROV IN E.,CCOI�tPANYING P!_ANS AND SPECIFICATInr1S. OWNER PHONE 2M-_---s- T� *if LOT NO. R f 1 N'pr►I0L6M� �A4DRESS ?� �4 WI �t�Q,�• _ ~_ AHCHITLCT— ENGIDESINEER BUILDER F d.-c_ ADDRESS _ STRUCTURE N_E C REMODEL r ADDITION __❑_ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE 0 DEM01_I ION C-3, RESIDENCE COMM V EDUCATIONAL '❑ GOWT ❑ RELIGIOUS C, RATIO a CAR PORT �'_, GARAGE C ' `ORAGE C SLARr' FENCE C-CCUFANCY LAND USE ZONE BLDG.TYPE jI_r<!.A FIRE ZONr-_ `PLAN CHECK AY HEAT_' SEWER IPERM"t_�L—� � �- / �Ctlsur rfr� l `>'/�'`[7�t / OCC.LOAD _FLOOR LOAD .-- — HEIGHT �rj NO.STORIES ---- A A nr0.BEDROUMS Y%a►: 00 — —_ -- — - j BUILVI G DEfARTME41T SETBACKS FRONT REARi LEFT SIC E RIGHTSIDE •t� —_�_. �P�tmlt I THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE EUILDING CGDE,ZOt::`40 1REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HERESY AGREED THAT THE 01-in Check �• • I WORK WILL BE DONE IN ACCOPCANCE WITH THE PLANS AND SPECIFICATIONS AND IN CO'#!PLIANCE WITH ALL APPLICABLE CODES AND ORDINAN 'CS. THE ISSUANCE OF THIS PER`AIT DOES NOT WAIV_ :rut-total s RESTRICTIVE COVENANTS. CONTRACTOR AN; US CONTRACTORS TO HAVE CURRENT C!?Y HUSIIVESS Tay T LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PI_LINISING AND HEATiNG- •.sate Tax? awrh Total SOC- A ! p { APPLICANT OR AGENT —- l3Y Rece;pt o" ---- ---------- —_ _ Approver: ADDRESS PHONE ISDC S EWER CONNECTION 5 EWER INSPECTION S :TWER SURCHARGE ,��.montR: 3.96 Qk��P, � ,5�«>r. �3iP, 3- 2s�s4%#4 r.-Tw � �. April 17, 1982 Mr. Tom Briggs International Conference of Building Officials 5360 Workman Mill Road Whittier, CA 90601 Dear Ton: Would you please provide me with your interpretation of the following sections of the 1779 edition of the Uniform Building Code? 1. Section 3321 (e) 5 - Must a cross aisle in a interior bleacher terminate in a separate atmosphere? As I read that section, the ciords "enclosed stairway and exterior perimeter ramp would indicate a separation was intended. 2. Section 3321 (f) 2-B - t'ay a cross aisle be utilized at or above the 16 row mark in interior bleachers, to eliminate dead ends. 3. Section 3YU (6) 5 - Is it intended that 54 inebes is the maximum as well as the minimum width for cross aisles regardless of the length or the number of aisles feeding into it. Bleacher installations on mezzanines and on gym floors are nftcn placed so that the first row of seats is 54" from a rail or team benches, tables, & etc. The limitation of 54" is inappror)riate in my opinion, when long rows of bleachers are use". People when exiting bleachers, move straight down, not to the side to aisles and then dorm. '.:xit flow is slowed greatly with only 54" !gide cress aisle at fib: :,ase of bleachers. I have attached drawings which should better indicate the situations which gener- nted the above questions. 4. Section 3321 (e) 6 - Do the other requirements for stairs in Section 3505 such as landings Vor the distances between them also apply to the step requirements in b.Cachers? Your prompt response will be appreciated. Sincerely Clyde W. Centers State fire Marshal ((/ P. E{, Franzen Chief Deputy CWC:Pi 1F:pk International Conference of Building Officials 5360 SOUTH WORKMAN Mitt ROAD WHITTIER, CALIFORNIA 90601 (213) 699-0541 BOARD OF DIRECTORS _ _ OFFICES OF THE PRESIDENT May 11., 1981 i('1, 51 EXECUI'NF.DIAECTOR JAMES E.BIHN,P.E. JOHN C.CANESTRO.P.E. TECHNICAL DIRECTOR CI TY BU LOING OFFICIAL - DONALD R.WATSON,P.E. HAYWARD,CALIFORNIA - ---� T V' ' 1 r) FIRST VIC E-PRE SIDENT WILLIAM F.FUREY.P.E. SUPE HINTFNDENT OF BUILDING _ RIVERSIDE,CALIFORNIA I T r. SECOND VICE-PRESIDENT P. H. Franzen JOHN E.8059 HUILDING OFFICIAL Chief Deputy cp ENE.OFLANK State of Oregon EUGENE. RFGON TREASURER Department of Commerce JOHN MAULDINU,P.E. Building Codes Division SUPERINTENDENT OF BUILDING LANCASTER,CALIFORNIA 103 Labor and Industries Building IMMFOIATF PAST PRESIDENT Salem, Oregon 97310 HERBERT W.MEYER CODE CONSULTANT BLOOMINGTON,MINNESOTA SUBJECT: Section 3321, Bleacher ExitingProvisions, JACK S.ATKINS,PE. 1979 Uniform Building Code BUILDINC3 OFFICIAL PI_ACERVILLE.CALIFORNIA Dear Pat: DAVID A.BASSETT.P.E. HOLDING SAFETY DIRECTOR MFDFORO.OREGCN Your letter of April 17, 1981, to Tom BrigUs has been referred to the CHARLESCLAWSON undersigned for response. I apologize for the delay in responding to L11R(: TOR DEVELOPMENT PMMMUNiTY our inquiry but our letter was received at a time when both Tom and DEVELOPMENT Y �l Y Y ARLINGTON,TEXAS I were out of the office. CHARLES L.GILLETT CHIEF BUILDING CCXINTY OF ARAPAHOE Our response is in the same order as the questions presented in your I ITTLETON,COLORADO letter: SOL J.JACCBS,P E. DIRECTOR OF INSPECTIONS MINNEAPOLIS.MINNESOTA 1. The provisions of Section 3321 (e) 5 do not, in our opinion, require DONALD T.M•cRAE,P.E. a cross aisle to terminate In a separate atmosphere since the wording STATEBUILOINGCOMMISSIONER of the provisions state an extension to an exit, enclosed stairway E"nTF CIr INDIANA ADIN MINISTRATIVE BUILDING COUNCIL. ')r exterior perimeter ramp. The term Ilexltll as defined in :lection INDIANAPOLIS.INDIANA 3301 (c) includes exit elements other than enclosed stairways or DAVE SCOTT,P.E. exterior perimeter ramps and as such indicates to us that the cross DIRECTOR [)FPAHTMENT OF BUILDING aisle in a bleacher arrangement would be treated as any other cross SAFETY TFMPE,ARIZONA aisle from A seating area. CHARLES W.VOLZ,AIA CHIEF BUILDING OFFICIAL 2. Based on the wording of the code, it is our opinion a cross aisle DIVISION OF CODE ADMINISTRATION ALBUOUFROUE.NEW MFXICO may be utilized at or above the 16 row mark in interior bleachers H.T.WIEDENMAN,PE. to eliminate dead ends. DIRECTOR DEPAHTIkA'-NT OF BUILDING DES MOINES.IOWA 3. The provisions of Section 332.1 (e) 5 dictate only a minimum cross EDWARDF.WINTER,RE aisle width requirement and a larger width may be required bused SUILDIN(3OFFICIAL upon exit aisle arrangement and conformance with the provisions CEDAR RAPIDS,IOWA of Section 331?. JACK V.WINTER BUILDING OFFICIAL CJUNTY OF TEHAMA nFD BLUFF,CALIFORNIA Regional Offices: 67=8 N.W.Tower Drive • Kansas City,Missouri 64151 • (a 16)741-11..41 17544 Midvale Avenue N.,Suite 304 0 Seattle,Washington 98133 0 (206)541.-942.1 .. .� LML -2- 4. The provisions of Section 3305 (i) would not be applicable to the vertical aisle stair- way. The provisions for landings in Section 3305 (g) would only apply to aisles where the designer choses to provide landings to eliminate the necessity of conforming to the rise and run variation limitations by creating a series of flights of stairs as shown in Figure No. 1. In this case, the minimum dimensions of Section 33C5 (g) would be applicable. We trust this prn•,ides you with the assistance needed. Sincerely, /Jon Traw, P.E. Staff Engineer, Codes .JST:ev ]I , 1 . 1 t -- ------- -- CyoSy li I car, I r W w — Cress taxi--�% v t �IQV i �.,. `� "1 G q � �� `~ `tel`� \ ,�� � O v _�_. 1—� - - O � l'�� �� �L � � <� . ,. ��! , ,� R� L S � �,. � � � .s rN.,�,�. Va. ERREMU 1 HE i 1 P.O. BOX 127 • TUALATIN, OREGON 97062 • PHUNE 662-2601 • RUSSELL WASHBURN, CHIEF April 16, 1981 RF: Revised Plan Review - Tiger Stadium 9000 S.W. Durham Rd. Tigard, Oregon 97223 On the above date a meeting was held in the office of Pat Franzen regarding the above proposed project. Persons in attendancd were Pat Franzen, Chief Deputy State Fire Marshal ; Ed Walden, Building Official, Tigard; Joe Lackey, State Plans Examiner; and, Jim Kenworthy, T.R.F.P.D. , Building Official . Discussion involved the items identified on the T.R.F.P.D. Plans Review. A concensus opinion on the subject items are as follows: ITEM 1) Since the structure is open on three (3) sides, products of combustion would not be expected, to be trapped, thus, no hazard to the occupants due to combustible " structural frame" members in the roof. Additionally, there is no source of ignition in the area of combustible framing. Thus, item # 1. is deleted. u(2) Based on the interpretation that aisles which consist of a series of steps need not meet all of the requirements for stairways, item # 2 is deleted. Mr. Franzen agreed to solicit an official I .C.B.O. interpretation for future applications. -y1 3) This item is applicable and must be complied with. Q,* 4) The structure is classified as V-N construction; however, recognizing that the struc- tUre is a combination of II-N and IV construction, both of which permit a maximum height of 55 feet, the proposed height of approximately 48 feet is acceptable. 5) This item is applicable and must be complied with. 6) This item is applicable and must bw complied with. 7) Two alternates were discussed either of which is acceptable. A) Provide a center cross aisle 54 inches wide and so located that not more than 16 rows exist on either side, or, �( B) Provide exits through the rear wall for each of the ? center aisles provided wht stairs which comply with Section 3305. 8) This item is applicable and applies to stairways serving aisles. 9) This item is enforced locally a must be complied with 10) This item is applicable and applies to the stairways serving aisles. 11) This item is applicable and applies to the stairways serving aisles. 12) This itam is applicable and must be complied with. � o 13) This item is a local requirement and must be complied with. 14) The meeting was a result of this item. Signe �AY- Title Buildin Official , 7R ■w �a a SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT: _ - _ JOB N2 PAGE DESIGN DATE CHECK DATE �I C E-0 1/ So ;WAN WOOSTER v ENGINEERING INC. Design Notes PROJECT: Cj [All JOB NQ PAGE ( DESIGN L1� DATE CHECK DATE ................................... ---- v:--� tqi ao .1 j 60 'T ,~) y S%8K ro 1 I p0 �, do � (o►� �4 r,� �x�¢� GU a � J --- SWA(`J WOOSTER ENGINEERING INC. Design Notes PROJECT:' tea z air'-y l.) iLJL1 _ _ JOB NQ NAGE ( DESIGN , /;� DATE J CHECK �� DATE -0 7 bj ver l _ C-J tc I. > .lam ;'` G20 `ZO r - , 0 2 C (o 4 ltw"-c t �dim'_) \ � `� V�+�•` ���� �� � ' �1'._Ci�--►�<� SSWAN WOOSTER ENJC-� INEERING INC. Design Nates PROJECT: JOB JOB No PAGE DESIGN DATE CHECK /t2L DATE 3 ��,�__.._ ���►mss /o w� Fj. pc- of�-Z r S I < <� A, = I V12 �-� ������In� X11241v" n Tm- s s u SWAN WOOSTER ENGINEERING I r� C. Design Notes PROJECT:--TL .JOB No PAGE DESIGN �� DATE CHECK L , DATE Ck- lam , l WNW f I Li 14 V- 14, 61 ►� dop� L4 71 r I So SWAN WOOSTER EIVGIr\JEERING INC. Design Notes PROJECT:_-7 "�� _� 0 JOB Na PACE DESIGN L DATE CHECK . DATE 1 Ft:, Fv, c� q 6 sy6xva sr- lz�, )eto 12, 7,'S in -T- I I x ;V t n �'l 1444�4 N-0--solo t Os SWAB! WOOSTER ENG 1 N E E R I N G I r,� c. Design Notes PROJECT JOB N9 PAGE DESIGN ,uJ'f� DATE �C!iECDATE ,,.. .� R-1 F4, �5 OIL, 2. 1E, �7 J A-(�� 4- -7-2-�4- �-4 0 A + I ii) 11 , 4-�- (74- SIT, —'-..� ��`,�y v1�..1C..� 1 �.-•f: JOU �,� �� �,<_,Q,, r �'.� CU_.�-- ��1.�.•Y I, `S SWAN WOOSTER IG1j ENGINEERING INC. Design Notes PROJECT: `�► ' r-L ��vf- 1 JOB No PAGE DESIGN !�r� DATE CHECK ' , DATE 7 CCA E �-- (2-q, 4--7,z�i� 1� 4_ ' - 9 d-e0 >c-I 15 Y, ► F3 — �, r 5� Sri rem 3c N 341 , 2 S,� lop, ? ^�--- Y v w� ►Gv� SWAN WOOSTER ENGINEERIi,JG INC. Design Notes PROJECT: JOB No PAGE DESIGN �'�/�� ' DATE CHECK DATE tij- 44- r ••wr+�' Oc, xw ffA mAA t , 1/2 (v,L. rou-j)c 2 - � ', vs� 4,n01 Ox4-qev-&75 Y,31K/2- J3 it x 4-9 I ; 2 -- 2-ZQ,�2n a �t y t )-j IqL Ir h ✓ �1C_l l^� 1 1 I � -'c/ 11 I -t`- �j ' ljU� ��� �e s 0S SWAN WOOSTER Design Notes INC. PROJECT r"• ITh r.�1 cJ► 1 JOB No PAGE DESIGN= DATE CFsECK l DATE f l f SWAN WOOS TER ENC-', INEF- RING INC. Design Notes PROJECT:-�-LL--r- LL-� JOB Na PAGE DESIGN , DATE CHECK DATE A� �"Tf C) Tj VA u SWAN WOOSTER ENGINDesign �JO#eS ENGINEERING INC. PROJECT: JOB No PAGE DESIGN DATE CHECK DATE (c; �� 5 ~ 1 SoSWAN WOOST�ER Iw1 ENG { r`J E E R { r,J G INC. Design Notes PROJECT ; r'��!"_ 5 �t ��_l/�'i' _ JOB No PAGE DESIGN-11,11 ,..j DATE CHECK DATE vMNS i I� I LK t U SWAN WOOSTER ►Gv� ENGINEERING INC. Design Notes PROJECT JOB M P4GE DESIGN,�'J, DATE CHECK / DA.TE� ('h'^` 1 1 I _7 9c Ig --2 � ,�• t� Y _ ° x 12 ,�2't ,l Z --� 1 = I �-3�.� +3i2..� -�- I ► qG� , 2 4- 284, 2 ef 461 C) r � r u7 SWAN `,/\/OOSTE--R NVQ ENGINEERING INc. Design Notes PROJECT:_ �T ..'_� JOB NO PAGE E3 DESIGN ATE CHECK �' / DATE .�r `� ri � � t ISWAN WOOSTER w' ENGINEE= RING INC. Design Notes PROJECT: �' i f JOB No PAGE DESIG / DATE 1 T, 2- a; 2-4,7 ! vi oq 71 V)4" x h 1 hocA- (2L 1t,fro = f 7►2.o s i �x < ',-), 17 r I3 �J �..�. � LiA i SWAN WOOSTER ENGINEERINl3 INC. Design Notes PROJECT: JOB No PAGE DESIGN41 DATE_ �CHEC-K��- DATE r r� LJ127, (y dej t&j;�* )IL w ,� Sri's 3 �?7 SWAN w'OOSTER LNGINEERING INC Design Nates PROJECT:-,--"-/(,S.rkk _ r JOB No PAGE DESIGN - DATE CHECK:'DATE I.71 t fOD v Ce� I r V_ C_x 1-DA 4,S)U I�^ a,Aat , ..,�� � �.-�,�d^•• l�-�r- �� ��r � f�'I.Q.����' �,� �'� %i�.t.t'c..-..tio n a jp��i1�')�•. SWAN WOOSTER ENUINEERING INC. Design Nates PROJECT:. _t_H JOB No PAGE DESIGNj6z CHECK DATE �►___ F �v l_ U M tits =o - 0'4 I � Yf 3.x-7 u SWAN WOOSTER ►��, ENGINEERING INC. Design Notes PROJECT: JOB No PAGE ( DESIGN DATE CHECK DATE �2L, A � I� 9u(7 IVA- + k, ED 0 I � f - Gin . � �%,�k) (, _ --ill _ 4-qc? r c)-r) S o SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT_ �_�!< '� = - ' �._�t�- _ JOB No PAGE ( DESIGN DATE CHECK'' DATE a 4110 x ;1•. 5- r( Z VGA---- � 12 � X 2f Tcf, 0 vc- i �u S V J- S; VW (A)tk r yx, SWAN WOOSTER ENGINEERING INC. Design Motes PROJECT: ____ �f_��c r-! _ JOB N0PAGE DESIGN r DATE CHECK DATE Orel) -_4S i z an, '7 43 VL � - 1�x 3.a r' 20 3 IEjoI�,, 024x G I � 'L � s � �/ S SWAN WOOSTER FNGINEERING INC. Design Notes PROJECT: JOB No PAGE a DESIGN. DATE CHECK DATE 3,37 ��yz ZZ `7 — v 32- 7 t 4,,�Soo h F, �a va �� � VJ,- S SWAN WOOSTER n ►Gv1 ENC3INEERING INC. Design Notes PROJECT:_ , +�"f r ti�I JI�� -- JOB NQ PAGE DESIGN %/� `�/ DATE CHECK DATE i (2 ( I ��>_ � '� _ .4 - 9, (o �....� LO 6 1 cT) 5Z-5 1,7 C-� Zt - _ 'T oE,, 1 2- L.C/� ✓Y�- �,k�'�.. Q� Cit 7 ��iS\Y.Jl d�r`��.+1 T tA-�� ( - L,L , o SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT L �. �-� i,. �l JOB hyo PAGE DESIGN !. ( DATE CHECK DATE t ,., d f 1721� • ♦ �� J Ad r•, J, __ _ __-- us SWAN WOO STER I�NI ENGINEERING INC. Design Notes PAGE PROJECT:-n-1 <, EZ JOB N.O DESIGN DATE CHECK DATE -7, 4 (c, 4- Vu- = (a 4-4t -c)-Fp-s-1, Ilec. - Ute, — ee �I _I I J �' So SWAN WOOSTER ENDesign Notes GINEERING INC. PROJECT: - �b — JOB No PAGE DESIGN % DATE CHECK DATE i Y,-,o 7 _ = 2 �2,3s �j + G o N� I 'M 4 - -21 It s � u SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT:_ 1�� JOB NQ PAGE DESIGN DATECHECK /\' DATE 13 u L:-i- ' r AS !n2 v � Tq 777 ,�t SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT r _ ))lj'` l JOB No PAGE —7 ( DESIGN IL ' DATE CHECK,, DATE -7r J G r d Jli/t I rs 2� '�� r ►' HS SWAN \/\JOOSTER ENGINEERING INC. Design Notes PROJECT: JOB No WAGE DESIGN" DATE CHECK 't- DATE G� Lu r,4 0 � �E>1l,IJ Toe 411 rf ( z n -� _ ctc� T7�; � u [41wl� � �ad IL I > I 'Z 7V 1 1 -A j 1�11 (I . (j I c.I I 1 I/ 1 w NW SWAN WOOSTER ENGINEERING INC. Deign Notes PROJECT: �� _ � -- JOB No PAGE DESIGN DATE CHECK ll DArE 4t r, i e T o r� n � - ,tion C-1 A SWAN WOOSTER S, ENGINEERING INC. Design Notes PROJECT _ �" JOB No PAGE � DESIGN DATE CHECK �'` ` DATE y J ly j� �Y (re s SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT: -' 1 1`� JOB N2 �,-ASE. DESIGN GATE CHECKA DATE ,34) L C 6o Lu C) 0 - Q 4.- O ML _4' 4. di S C,4.1 0 , (q SWAN WOOSTcF; ENGINEERING INC. Design Notes PROJECT UL-1 __ _ JOB Na PAGE DESIGt 6 DATE CHECK DATE 5 Y,_ -)4 =7 _74 6�� -3) t-41 ,L),DLE FfttiF o g- I� w- I rr i /j( L4 CL SV`,./AN WOO;TER ENGII\JEERING INC'. Design Notes PROJECT:4b(� �' 1 JOB No PAGE _ t _ ( DESIG�- tTE' =CK G � DATE T t! -- 'v---- 2) Le j-3 7'- i a� 7 4- ��� 7 � End o wit ►� SWAN WOOSTER ENGIIl\JEERIr.IG Ir� C. Design Notes PROJECT: --j LI JOB NCD PAGE DESIGN f DATE CHECK --� DATE J l�l� -�jL. �I ; ,,l ' ,1.•:rte-�C.�-�'✓10, 4-nz(Dr s V OA-- 14-L IJ-7- 1-79 3 - ,rel 122 4 9 �- /� V.�. � �41 � /'/y^\J�ni \,-GJ 1.��1J..�� ✓ l!~C \(f�^1I r1`�-t4��'t��� � ' Ad►a�Arw. r ew W_ w SWAN WOOSTER W ENGINEERING INC Design Notes PROJECT: -_ � )►(JP __ JOB No PAGE DESIGN `DATE CHECK ;t' l ' DATE j c �G n � 1 7f .A IOCA Go , Ido " 1 IIJ I C),r� ' 1 . z �- u SWAN WOOSTER E Design Notes w, NGINEERING If-JC. (PROJET:jL �._ � ��r��' _ JOB NQ _PAGE _ ;I DESIG (,1 DATE CHECK /�" / DATE LA) � ' VV 1 � 1 � n - c" r' LSWAN VVCIOSTCR F N U I N F L A I N G INC, Design (Votes PROJECT:�r' _ 1 01_4 JOB Ng PAGE DESIG��I. �� DATE CHECK. / DATE CP tA i I v J-c- Yfyr 1. �1 r d .r1,l., t(P - 40,6,L, 7 cj A--2- _ tv _.------"` L• � 1 SWAN WOOSTER ENGINEERINC, INC. _ Design Notes PROJECT: F11 � C �i JOB NQ PAGE ( DESIGN . ( ` DATE i CHECK �� DATE C >c4 -7 ��4 17), x t 7 -:31-D76 L-1 --7 -7, e, r) C� 4 GSL_v M t_Y L i r\Jt,.AW 60 3 SG? 7 � l � SWAN WOOSTER ENGINEER . NG INC. Design Notes PR0JEC- JOB No PAIaE DESIGN ) DATE CHECKDATE �.��� ��/�� � .► � /_ 11 [A-2- A "42A a fXA-If } r J 41 E-� V74 G As, --n4�e I-zLIX t , � 7 SWAN WOOSTER �. ENGINEERING INC. Design Notes PROJECT:— JOB J©B PAGE ( DESIGN DATE CHECDATE (89 Y f, I �� Aw w �w SWAN WOOS-TER F. n NGINEF_ R � fVG Design esign Notes PROJECT'.�� _��L _—_ _ JOB NQ PAGE DE4,IGN DATE CHECK 1�V DATE —� wyo ori - �jn 1%) viL `F C d 1n V1 (15, V / 10�," `"' .r/�✓�^' y _ - `tom/ 1� �r 'd. - rZ,74 r ,Q1,1S �l�l 1 I 3� lL : off / c A& 12 H , ' {x lZ; f�YI � J-; !r1 1 �. MIL SWAN WOOSTER f�JCjINLERING ( IV C. Design Notes PROJECT) - I �=�6� �c.T1 �. JOB No PAGE I DESIGN�j�;, DATE CHECK ` DATE GoLu �i S c��.1 � �. __! l l = co) 1 � SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT: 6t-�- T�tLjrl JOB No PAGE . DESIGN CRATE CHECK l DATE J D, 14 41 _ wid C ( a Jx Z-K 1 s SWAN WOOSTER ENGINEEnING INC. Design Notes PROJECT: �L�z6—L'- � JOB N!-) PAGE DESIGN DAi E CHECK - DATE i �r r 1i Q,p,,Q rCc--t' l � Q UJ-t." I-'r-4-,., 6:�o'�- Cj, aim u SWAN WOOSTER ►w' ENGINEERING INC. ,Design Notes PROJECT:_ JOB No PAGE DESIGN �( DATE CHECK DATA: C ` "rd' a rj WAY,,Aft c>. C � n L �J- ov �� i�� 5,10cw u SWAN V\/OOSTER wl E- NGINEERING INC. _ Design Notes PROJECT:._V6�el �i�_d JOB N2 PAGE DATE ATE CHECK-� DATE i �l PSI RLOO c4t5 j e c;T ooh• t�1 Nt L3�2. Sizers - (4 m IZerSum A, B . G . G L ti c. I1, GLIIL4M C4wT : 10*)4x 3 .75 0 w w w 0S SWAI`J WOOSTER (�v ENGINEERING INC '. Design Notes PROJECT: JOB No PAGE DESIGN DATE CHECK DATE PQELIMIQA2N.k/' S17_ES DL = c. DCGII_ + Buit-T IAP ROOFI"(,, F—,F 7Z. PS F DEFLE:GTI0►J GR17ftRIL, L i 8U , 1 . 4 SINLaLE --,FwJ 6E AM (DOWts. FiQ, '� = ISoo P`_-I ) D•� 7 28L 4 z T � C 67 X14 IIZ7 167 74.�s 7 lz 3r�`i t 7 3S4 Cly�x���l21� L �, - So SWAN WOOSTER ENGINEERING INC. Design Notes PROJECT: _ JOB No PAGE c, DESIGN DATE CHECK DATE C3. G L� LAM — `�laMF� t�1►�IFr�2M LopU `�' L1»�p �.�tt C�OuC, L � = 1 800 r� z84 2`1� + 11,8�Z4 = 20.45 t ZR Q - 4 .25 K �r v x,•= 4g.2S +Z - 241 , 2S 4 -3 S 5.289 Za) Me- + 4.P(Z-)(17 38h(I Seo) I.Gl 118- '7 873Co. 1 + Zc� Vj-r X- � g^�Q,,`� 241..E Z4, 0 ��''� 13,5 170 2Gz. '3 2 �.7 0S SWAN \A/00STER ►w� ENGINEERING INC. Design Notes PROJECT: _ _ JOB No PAGE - J DESIGN DATE CHECK DATE G. L71-Ur__�'{./I SAME l{u�r-oQN1 Loip -J L G0►4G, L04D��. 04/ -- ------ E z= A C5 2,4oc� SEI L 736 . I + 3�P��Cl2)CZ`};- IZz I?ZP 3C4� ZL(Z Z �t L\ -{- I l V — — -� Lie 73io. iky = 1)�-Z7. � 77, IZ l�J SW.�NN WOOSTER rw� ENGINEERING INC. Design Notes PROJECT: JOB NQ PAGE DESIGN DATE CHECK DATE �. GL(A L LM C AtiT I i_E 0 (? M Gx IZfiC.G~ 1-40MAA34G. L3d`t'S Ok .� j6 k �•Ci K ►I.L IS 8K I�8 DL n k �-- ,�t�r I�J•S � I J- r � I � t tiA — F'c>L — ,.G�3dJ + x. 8(24) + �. S�I(,> + II.G��� + z 7�•p + Ilo�.2 1o8 t- gz, f3o tZz .S iz02 (}FL . l�`.>;�t�lc �,' L_E 'v{2 �Pi�?J IS G / , SZo�GULY )/ ) `- 17, F1)(2`}� + .0 50 '3,3 C i,���C2h�- 2q (,^ n�_ .� 3� + 3 n) 1-12 F, I ` I ➢ Z 2 L to( 3C9+ G`3 ?I` r6l) +3CZ ;-24 { 7 l l,.F -r )-G.>; L(17z 0 SWAN WOOSTER EDesign (Votes NG INC. L o ORJECT: ,BOE; NQ PAGE ESIGN DATE CHECK DATE I Insc Z AMCr - _ '1--- -}- IT 4'79 4 4O 43�,2 7S�Zn2. _ -- 1- -� r r r z i. 710 to % x �3�i�� 23yF, Ion UOTe f ReUI0L4 ,l 1"►1, w7. 0F=' SO r 'JS. I OZ peri' 23.4_ Z c axr 4F.7�Iz� _ x, 443. 5 i )At Al IN HIIRAL FIRE r'f1OTECIlot:~ ImCI NOTICE OF f JS REVIEW PO 130Y 127. TUALATIN, oil 1; �1 (THIS 15 NOT A 13UIL(7RJG PERMIT) w PHUIJC I:rOJI 61`17-2601 Building TIGER STADIUM, _ — 9000 S.W. DURHAM P.D. , TIGARD, OREGON No 353-0002 HL1ILL),NG AUDN65S County_kP_S11 A_0N._Ocrtipancv—A--4—P, ya4---Const _ V_N FMZ 353 —_Pg 1 of-2 Art,hilect__R.Cj$LUj__W__CRN, FNa_ ^_New Bldg )lp Addition ❑ Alteration ❑ bate Received r $}_ ev�i w`�a 3-25-81 GwnerTTRgklB©�-D1TRIGT__---_------ Advress —._.�__bateFietGr�l�r7 Stones__4_ Aica / All __@PE.�L. r (LI�_�_Fire Walls�1 � Exits__4 /— 16 fl. R�''r T,N H •,cr.lf YI '�iC� 701. WIDTH Slairs_YES / NO vert Shafts N/S - / – Sprinklers X_- —/_ Alarm_N/S S P. Yes ,! • CL n HI l..I0SF(I NO vl;, AHI.ACOVE) INT S12E '•1 6X'r Ext AS PER NAPA # 19el N/S /^_ - Floor CONC. CeilmQ_OPEN RoofgASS-AStr. Member9'D/CONC/ CI ASS NO IVr'F AHI A COVD SH Watt cnver�,Clfll^C !F1AIC -_ Hit tin vncl —___Type flue __—_Type Hig System - , Fuel_ - SH submitted plans have been reviewed for conformity with fire prolection statutes and regulations of Oregon administered by this office Items No. checked on the enclosed list are applicable.These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: 1 This is a Fire and life Safety Plan reveiw based on the requirements of the 1979 Edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code and local ordinances. 1. Grandstands employing combustible members in the structural frame (Section 170?) shall be limited to eleven (111, ru7ts or 9 ft. in height. Section 3321 (c) . 2. There shall he riot more tnan 14 feet vertically between landings. Section 3305( i) . 3. Class II standpipes must ;e rjrovided as per table 38-A (see footnote # 5). 41 4. The 10 inch diameter-�anda-d pipe columns do not meet the requirements for type IV construction. Therefore, the type of construction is determined to be V-N :.nd, considered as such; the structure exceeds the maximum height in feet that is permitted I by table 5--D. I I 5. Exit illumination shall he provided -as per section 331?(a) . 6. Exit signs must be provided and must be lighted with 2 electric lamps of not less than 15 watts each and power must be provided by ? separate circuits. Section 331? (c) 2 A. 7. Dead ends in vertical aisles shall riot exceed a depth of 16 rows. Section 3321 (i ) 2 B. t 1 8. Stairways serving an occupant load of more than 50 shall Lie not less than. 44 inches wide. 9. Provide portable fire extinguishers as per NF-PA Standard # 10. I r xAMINED f;v __slim Kenworthy_ ,.�_ ) COPIES TO: Gene Birchill , 1; l igard Bldg YDet�. , 2; and file 1. t 300-18 TUAI ATIN RURAL FIRE PROTFci _ 1­111.TNICT NOTICE OF P[ IS REVIEW PO I1nx 177. iUALATIN. i)h 9706'1 f HONE Ism) f82-?601 (TH1% IS NOT A RUII GING PERMIT) i kAV Building_ TIGER STADIUM 9000 S.W. DURHAM RD. , TIGARD, ORE. 2 0l 2 Add.ess 10. Handrails &re required on all stairways. `.'tairways over 44 inches wide need handrails on both sides. Section 3305 (j) . 11. Open stair railings and guardrails shall have intermediate rails or closures with no openings large enough to pass a 9 inch sphere. Section 1716. 12. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Section 4203. 13. A firefighting water supply 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 floo,, area within building up to a maximum of 500 gpm for' 30 minutes. Must he provided by owner prinr to framing. . 14. In order to determine an acceptable alternate to any of the items herein, a tcc2ting with the State Fire Marshal , the Tigard Building Official, and Jim Kenworthy of Tualatin Rural Fire Protection District will be necessary. I 300-ISA MPARVAMt OF CoM!d'r,=E-PLANS REVIEw srcTIoN NOTICE OF PLANS e2rc':V1L4J �'•�:+. (THIS IS NOT A pUIIGINO PEAMIT) E V I a�itdinn .GARI2 �iL�rli SG][2QI�GR,&7 S.TAsl1 ____.—_ — TL�AR�_____ __._ tio. Ea:!d rq l.ddrass 1 �40 Courcy Occupancy __A��l 2QQQ�---- Comf.--__ -----Sound '/a}u•: ZO-Qs-Q _Q-Plan Fee _-i5 ROBERT W. CARNy ENCI;`IE1!.R _— hew Bldg. ® ndB tion Aher,tion E] Doer�-ccived 3"9'al _ Archilecr �_� —_ OwnerTIGA.R1_ — Addrnst.1.31 7 _!jW_pACJC HT!_ TZ-C'6PvBte Ravi-wed _3-19-1_._�. Sforiss _1_ Area 9168 //S Mir OPEN-/- " Fire Watt. Nt!S F;•a Escapes._N1 S---Exits OPEN..Tot.Wi_ Ith Main Fir. 6asemrnt Ht. Stop% 3 �-/-�' Sprinklers �.�=___1 -_ Man. Alarm N.�S. S.P. /--- Stairs /--NQ-- Ve,t. Shafts . p' Closed clused No Yes A•e..coveted I` 1"7. Sit Ext. N I��' tit, bet. N S /.__'—/_= -—. Floor CON C come N A Roof BLT"UP_Sir. M,mb�n � �N C Class No. Type �t Area Covd. s� Vlall !over �!QN-�/CQN.�+— H!r. rm. encl. ._ 11[a�2— Type flue-JiL�__,Type Nrg. System �..4 --- Fuel Ext. Int, -The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- L istered by this office. Items No. .- " - -- ---- --" checked on the enclused list ar3 applicable. 1h:!se items and any specially noted provicinn: muct by incorpormad into ^d plans is not an approval of omi,sions or the project to meet current fire protection regulations. Approval of summitt.. _ oversights by this office or of noncompliance wi'h any applicable re^ulations of local ciovernmeni. PROJECT REVIEWED FOR CONFORMITY WITH_THE OREGON STRUCTURAL SPECIALTY CODE AND_FIR1 F!��hATtK5: _ TO APPROVAL OFEC TABLE S SUBMITTED PLANS SUBMACCEPTABLE AND LIFE SAFETY 'CODEC 1979 EDITION. .__.__�__•--- _._._�._. -- •-_• - _?ROPER LOrAL AUTHORITIES. —_ --- - - .'_--may ,������.__•____•___.� - __._._._WY'�--�-___--�------""__�.W j__•�_�__.L-��� Er,ami LACKEY Copies to: .�PPLICANTiFILG�DEPUTY�SE,It �E'_t I,DGtDEP' AFIRE DEPT..ELLC. - SP'155ty-0Id P;,3,2