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8840 SW BURNHAM STREET-5 1' C; c .y 8840 SW BURN;HAM STREET CITY OF' TIM- RD r,. ,A BUII COMMUNITY DEVELOPMENT DEPARTMENT ItD NO 693 13125 S.W.Hall Blvd..N.O.Box 23397,Tigard.Oregon 91223.(503)639-4175 JOB ADUPESS-i . 803o SW k'UI S I PR'TM F11,11 . 11410 1A MAP/LOT SUD: I—AND USE : LA RK LOT SIZE: VAI UAI TDN: $ 70 ,309 SETBACKS WORK CLASS : RE PAIR DWELL. .UN 1:TS F'PONT: REAP USE 'T'YPE:: cOMMr::pCIAI.. O BELEFT: PT G I.-I T* N . BEDROOMS : IiiXT . WAIL CON : CONST' . TYPE : VN W.I . BA'THS : N : 5 : E* W : OCCUP .GPP . PI-431' ()PENINGF)' : (3C CUP. LOAD TOTAL AREA : 19t')6dj. W. NO. S'T'OW,ES : 1 IST: 1966A POOF CONST : A EIRE. RET7 YES HEIG,1+1 : 1fi3 2NU: AREA SEPAP'? BASF-KMENI"? NOR AT E D 3AD: OCCUP- SEPAR7 PATED: MEZZANINE`? NO BASEM'T F,1_01[314 I OAD GAPA(*.,E : FIRE 5PPKLP7 NO ALARM'? K1.4311-1(t1WM4____ GAS H X11*17—A(M—ESS" ? cmw? PLAN ('..I-IECK BY - jil-Ij PEMAPIKS : I'v-10-111LUe !FOclf muter.i.etl.m PEJ.'aSUE OF NO . 0 W N FFI�':S : EGTE PERMIT PLAN REVIEW 111111*370 .00 FIPEK DES-IT $240 . 50 157 ATE TAX 1411H, 0 0 C $1.8. 50 0 OTHI_-*:R N OLVELOPME'NT CHARGES : T R SDC'(S'T'ORM) A (JTKM CONSTRUCTION :CNC. 0C( STREET) C 1;124 SW I ITH T PDC%* 0 P(.ir,t Iekrid an R PHONE_ (30311 PAII.—P.8,73 PPEPAID $380 30> RF:G'lSTPAT1T)N NO. (:)*tKM This permit is Issued 3ubl,sct to the r:)gulations contained In Title 14 TOTAL : $386. 50 of the TMU. State of Oregon Specialty Codes,zoning regulations PECrn.ircr NO. and all other applicable codes and ordinances, and it Is hereby agreed that the work will be done in accordance with the plans and PE'QUIPF-1) INSPECT-TONS specifications and In compliance with all applicable codes and FRAMING ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current Illy INSULATION business tax oermits This permit will expire and become null slid PAIN DRAINS void if work is not started within 180 days,or if work Is suspended or POOF NAII...'ENG abandoned for a period of 180 days any time after work has FJ NAL commenced. It shall be the responallAity of the permittee to assure all required inspections are rect-jested and Approved -_T ermil S nature 4jt�nature el y 193U SEPARATE PERMITS REOUIREDIrN Wcft ABOVE CITY OF TIFA RD OREGON August 3, 1989 Chris F. Defferding, Architect HGE INC./Engineers & Planners 19 N.W. Fifth Avenue Portland, OR 97209 Project: GTE Suppirt Canter, BP 891683 8838 SW Burnham St. Dear Mr. Defferding: Plana for this project were reviewed for conformity with applicable codes, and are approved. You may get the permit for the project at your convenience. We will arrange a pre-construction meeting with the contractor for the project to d .scuns what we wish to inspect, when to request the necessary inspections, and other related items. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, Jim Ja Plans Examiner FAX (303)684-7297 cc: OTKM Constructton 1631 SW Jefferson Portland, OR 97201-2551 1312.5 SW F4all Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (50. )639-4171 CITY OF TIFA RD OREGON August 3, 1989 Gary Madison OTKM Construction company 1631 SW Jefferson St. Portland, OR 97201-2551 Project: GTE Support Center, BP 991683 8838 ,,W Burnham Street Dear Mr. Mr.. Madison Plans for this project have been approved and permits may be obtained at your con7enience. Prior to the beginning of construction, we wish to meet with representatives of the finny who will be immediately involved in the project activity. The purpose of the meeting is to give those involved an explanaticn of our plan review, discuss any special details which will be required, and to outline our inspection proced:,rea. You or your staff may also have questions about the project p.'an review comments, for which we can provide an explanation. We wish to have this meeting prior to the start of any work on the site. Please call us when you have selected a day and time which will he most convenient for those involved. our inspectors, and also plans examiners if you wish, will attend the meeting. We look forward to discussing this project with you, and working with you to assure its timely completion. If you have any questions, or if we may be of asaii3tance, contact us at any time. Sincerely, /,Jim J a Gam. Plans Examiner FAX (5031684-7297 1;3125 SW Fijl!Uvd-P.U.Box 23397.Tigard,Oregon 97223 (,503)o39-4171 ----- -------- -- --- HGE INC./ENGINEERS E PLANNERS 19 N W Fifth Avenue/Portland, Oregon 97209/(603) 222-1687 A. July 7, 1989 City of Tigard P. 0. Box 23397 Tigard, OR 97223 Att: Building Permit Dept. Re: Tigard Support Center Reroof Project #3734 w.o. no. 5530-BO1-7200289 Dear Sirs: Please find enclosed two sets of plans and specifications for your reference and review. The Contractor (OTKM Construction) will be picking up the permit prior to beginning construction. Please call if you have any questiuns. Very truly yours, H.G. E. , INC. ris F. ng Architect CF'D:mtf PC: Cheryl Shandera my 0aPY �, IUfl � flliU UHL, HU RMVIIH HMI [ t P.O. Box 117 • TUALATIN, OREGON 97062 • PHONE 682-2601 A RUSSELL WASHBURN, CHIEF February 1 , 1982 General Telephone Warehouse 507 8838 S.W. Burnham St. Tigard, Oregon 97'23 Occupancy #: 253-008-000 Dear Sir: This is a Fire and Life Safety Plan Review and is based on the 1979 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC) and the 1979 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and I.ife Safety Code (l1MC) and local ordinances. Hardware for all doors required for egress is required to be of a simple type having no provisions for locking against egress, with obvious method of operation. Flush bolts other than listed auto- matic are not acceptable. (UBC Section 3303 - see exception). Install not less than one 2AlOBC extinguisher for each 3000 sq. ft. of office and lunch room area with not more than 75 ft. travel dis- tance to an extinguisher from these areas. Install not less than one 20 BC extinguisher for each 3000 sq. ft. of remaining floor area with not more than 50 ft. of travel distance between any point in the building to these extinguishers. Approval of submitted plans is not an approval of omissions or over- sights by this office, or of non-compliance with any applicable regu- lations of local government. Sincerely, l Gene Deputy Fire Marshal/ Sprinkler Specialist GB:dm ►�� IUfl �flIID � U � fl � � I � � fl � 01 � C110D DISI� lCI P.O BOX 127 • TUALATIN, ORFGON 97062 • PHONE t42.2601 GENERAL TELEPHONE WAREHOUSE DEC 2, 1981 0838 SW BURNHAM ST TI 490 Occupa►icy # : 253 —000-000 Dear Sir, This is a Fire and Life Safety Plan Review and is based on the 1979 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UDC ) and the 1979 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) and local ordinances. Extend automatic sprinkler protection into the cable vault (019) and the area within grid lines E, F/5, 9 � Doors with no landings on the outside of the building shall be signed "NO EXIT" and the openings equipped with removable ridged guard rail. HardlVare for all doors required for egress is required to be of a simple type having no provisions for locking against egress, with obvious method of operation. Fl,.ish bolts other than listed automatic are not acceptable. UBC Section 3303 ( see exception). Install riot less than one ZAIOBC extinguisher for each 3000 ft of office and lunch room area with not mare than 75 ft travel distance to an extinguisher from these areas. Install not less than one 20 BC extinguisher for each 3000 ft of remaining floor area with not more than 50 ft of travel distance between any point in the building to these extinguishers. 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 goverment. ncerel GENE BIRCHILi_ '77 777777 M. Lr 4-d ti 4-j O Cd ., 0 a. tic cd >, AO a u 0 1.0 0 cko 0. td X = u 0 u 4-j T C) tc co Lr. q! 4a a cd Carlson Testing, Inc. Construction Inspection&Rotated Tecta P.O.Box 23814 Tigard,Oregon 97223 p" NO CP-2700 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS May 22, 1986 Client CLMS Project GTE Tigard Central. Office Addition Soil Uescription _ 3/4"-0 Rock from Tigard Sand & Gravel Max. Dry Density 129.0 lbs./cu. It. Optimum Moisture 817% Method of Test Nuclear 3411-B ott o► ttn TEST LOCATION t�tv. urT r'ILD IN-PLACE DENSITY TI11l M0. Il. MO. 0111TUxt ILDI./Cu. /T.i t [*u►.c rip. 5-21 1 Lobby Slab, Northwest Corner Grade 8.4 131.6 121 .4 94. 1 5-21 2 Lobby Slab, Southwest Corner 6.3 138.4 130.2 100.0+ Remarks cc: City of Tigard CARL.SON TESTING INC i INSPECTION NOTICE jCity of Tigard Buildinq Department �! P.O Box 23397 Tigard, Oregon 97223 Phone. 639-4175 TYPO of Inspection /% Az Date RequestedTIMS Address A.M, P.M. ��'4F -5 l/ � Owner — Lot # Builder —� — The following Building Code deficiencies are req,•ired to be corrected: i l r - r Presented to J Approved i Inspector _ Date --- ---- — Disapproved CALL FOR REINSPFCTION ❑ YE4 C] NO INSPECTION NOTICE -7 City of Tigard Building Department P.O. Box 23,197 Tigard, Oregon 97223 Phone:639-4175 Type of Inspection elf Date Requested 0/4� —.— Time A.M. P.M. V LAddress Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: L x7 Presented to InspectorDisapproved Date CALL FOR REINSPECTION D YES El NO Construction Inapecdon&RcJatcd Tesn Carlson. Testing, Inc. 4 x 8 UBC Grout P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 -- —�"-- Phone(503)684-3460 Date Molded: 4 -22 , 19 86 Job No. -2700 Permit No. Client: CL?1S Project: , GTT✓ Tigard Central Office Addn. & Alterations — Address: __ S.W. Burnham Road Contractor: _ Sub Contractor. Concrete Supplier: Western Pacific Truck No.343 — Ticket Ns. 9733413 Cast By: C. Stasch _ _ Test Time: 8:10 — load No. _1 Overcast 55 40 Weather: _ Temp. High: -_--•—_—_ Temp. low: Location of Placement: CMU wail west side first P' 3 Cu. Yds. _Corcrete Temp: Strength Requirement: — 2000 PSI a 28 days Slump_ jn _ Cement Type I—II _ 7 1,2 7sack Mix No./No. Sacks Mix # 886 Air Content_ _ Max. Aggregate_ Pea Admix. Amount: Brand:Kurtz Mix Admix. Amount:_ _ Brand: Set Test a Register Dote Date Unit Total Area Unit Report No. Days Number Rec.'d Test Wt. load PSI No. 7 2066 4-23 4 -29 51,156 16 sq in 3200 2 28 2066 4-23 5 -20 16 sq i 28 2066 4-23 5 -20 16 sq in Remarks: cc: Construction Inspertion&Related Tests Carlson Testing, Inc. 2 x 4 Mortar P.O.Box 23814 REPORT OF TEST SPECIMENS 1lgard,Oregon 87223 --"— -- -----�----- "`— Phone(503)684-3460 Date Molded: 4�`�119 86 __- Job Nc. CF-2501 - hermit No. Client. CMS Project: GTE Tigard Central Of f ice Addn. & Alterations Address: S.W. Burnham Road Contractor. --^ -- __-- _ Sub Contractor: Concrete Supplier: --.J011.M1X_! Truck No Ticket No. Cast By: _ C. Stasch Test Time: ; _ load Na -__-- Cl ear 74 49 Weather: _ —_— Tamp. High: Temp. low: Location of Placement: C.M.U. wall west side first 8' . --- _ _- _ Cu. Yds. _ _Concrete Temp: Strength Requirement: 1.800 _ PSI 0 28 da %Slum Workable y p.�_- .Cement Type I-II Mix No./No. Sacks_-> -- Air Content — Max. Aggregate Admix. Amount: Brand: _ _ Admix. Amount: Brand: Set Test a Register Date Date Unit Total - A — I� Unit Report No._ Das Number RecdArea Test Wt. load I PSI No. I 7 2049 4-22 4 -2.8 9,076.9 3.14 —t 2890 1 28 2049 4-22 5 -19 16,532 3.14 5230 4 28 2049 4-22 5 -1.9 16,296 3.14 5190 4 Remarks: _CC: City of Tigard -t-Sack-VIRM- TCS Tit• , T7 shovel WITIC. - --- t INSPECTION NOW City of Tigard Building Department P O Box 23397 11gaid, Oregon 97223 Phone 639-4175 Type of Inspection Date Requested. � Timi A.M._X P.M. Address �L— a–/ r permit # Owner Lot #�_ Builder _ l The following Building Code deficiencies are required to be corrected: I Presented tjy' —4-�pproved Disapproved Date 7 �� -----_..._.__---._-- CALL FOR REINSPEC770,%' F-1 YES 171 NO u� r.909 CITY OF TIGARD 639.4171 Ya: 11161 eCt iuub __i 1. A#..r.1 ` �� BUILDING PERMIT DATE _1�6 TAX MAP LOT NO.1Q0_ _SUBDIVISION j OWNER L*enera 1 I#..Lt , !, �)1 8b40 SW burnbeaSt. ----- JOB ADDRESS -_---- BUILDER _ LY it:i STATE REG.NO. _ -_._._EXP.DATE I BUILDER'S PHONE _581-015iI_- _ + ARCHITECT"f;,(q'S1daIi&/ - P HONE a"_"64 OTHER STRUCTURE Ll NEW f7 REMODEL ! 1 ADDITION REPAIR MOVE OTHER DEMOLITION 4, _RESIDENCE TJ COMM C1 EDUCATION IND RELIGIOUS ACCESSORY ' GARAGE IIOTHER I FENCE OCCUPANCY --L2—LAND USE ZONE l,'1: BLDG TYPE �� FIHE ZONE=PLAN CHECK BY 6t•' HEAT . anbtruct tanart ioditic4tion to e,1intiid 1tuilUjnc. all i,ar aupruyec L,lans ano cuuc yuireteents. Subject to TRBD beyuiremeOAs. i'r r use *&A. 15 Parkin& re .33 elumbink b Mechanical permits rcquireu. - SEWER PERMIT k non.! reilLAred so charging for 18 new 02 office) ._ OCC.LOAD_ FLOOR LOAD 4U HEIGHT !&+- NO STORIES 1 ARE#71'5't, NO.HFDROOMS__— VALU6,�.,,,_, T BUILDING DEPARTMENT SETBACKS FRONT �,�, REARylk.ab LEFT SIDE RIGH f SIDE Pe_rm__it 1 J h il(1 _. THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REuULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAI, THE Plan C_he_c_k.. 1U�3.gS WORK SWILL RE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORD;NANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Lk.F ire _(,13.2() RESTRICTIVE COVENANTS. CON TRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMIT6 REQUIRED FO SEWER,PLUMBING AND HEATING. State Tax _ 97.37 to W, bl.5u-1i15.1,lu SUC- Y 3S2U. Total 4.1AGENT APPLICANT 0 — -..-- — -- -- 1213011 Prepd. peoelpt NO, ADDRESS PHORI Bal.Due 1753.32 --- - -- Issued by Approved ey i DATE INSP. TYPE INSPECTION _ - EMARKS PLUMBING NATE ` r i - -- - - Permit No. t( - - /� ��-- - 04 Fixture - ----- Final • ti HFATING ez J ' Contractor Syl_zl �___�--y}� � ��'_ �- �+�'�� c��E�.��r►�� F rmil No -- I_.6/�/ �asgr it Final SEWER �- - ------- Fina. DRIVEWAY --- ------- -- ---�-------�----�----..__._�-, Final -T - ---�---.---- _ - '- Storm Drainage - -- �------------.�------�-�- )Rain Dram)Final -- - -- -.------ -- J Sidc walk -- - --_-. C�rrbBStreet Final Approach - - -- BLDG.DEP f.FINAL TEMPORARY - CERTIFICATE OCCUPANCY Foul CERTFICA.TE OCCUPANCY �- -- - 1-andscapinq Zoning Final T� O � ' IUfl �flIIU U �fll. Rt PRUME MINH ,�, ► • P.O. BOX 127 • TUALATIN. OREGON 1702 • PHONE 602•I"1 GEN TELE SW I TC'HINIG STATION April 4, 19E6 1600 41S7 STREET Everett, Washington 171921— 1 2538 —OC-7--000 I-,sp. Type RAF- Dear General Telephone, This is a Fire and Life Safety Plan Re•:i.e!+ and is based on the 19842 editions of the State of Oregon Structural Spe— cialty Code and Fire and Life Safety Cede (UBC ) , the State of Oregon Mectianical Specialty Code and Mechanical Fire and Life Safaty Code (UMC ) , UnifoT•,,) Fire Ccde (UFC ) , and other local ordinances and regul.et- ions. Storage beneath =tairwayr shall not be perr.•,itted such space is croteCted n7; the enclosed side as required for nne—`;our sire rn istive construction UFC 12 10�, Training room 20 and lunch room 19 each have C-ln oc,: j:oant load requiring two exits from each roon E::rit doors shall be so located that they are a distance apart equal to or ,greater than 1 /2' the overall diagonal di stan(. v U2 T--3:1A Sprinller protection shall be er.tended or revised to n,s:t requirements of NFPA pamphlet 13. Please submit to our of— fice for review 3 sets of sprinkler plans E)rit doors shall be openable from the inside :;ithout tha use of a ley or any special knowledge or effort Man.vally operated edge or surface mounted flush bolts and :surface bolts are prohibited. LJOC 3304( c ) AppT•n_ .,al of sub,.+itted plans is not an approval of cr*issions ora. ,r= i •; +ts by this office or of non—cor%plizince 1jith any app 1 T _:ab IN regulations, of local governr;ent. Stjbfr-itt* j Plans are approved for construction s,.iblest to t;le above ro:;ted Items corrected. If yoi., de:• iVe a conference regarding this plan revie.�; or if you 113•,'e questions, please feel free to contact my at ('303) 662-2601 S I n C e V e 1 1 fl..-;rie W I I i�7r�= Fire Pre\ ent, i cn Eureau OCCUPANCY FILE LIST APR 0, 1986 10: 21 - 39 TUALATIN FIRE DISTRICT Paqo I V%EY SCRI.1-N I Name GEN TELE SWITCHIN(D SrATTON _5'iB _009__()t1)4' 5. Special SOT'ti : URNHAN S T T 1 6. Special Sort": 3 SW A3 M 7, Special 501't3: SCI2171-N I Occ Phone (503) 620-21.21.1 1.6. Censur, 'rT'a(:t: 308 Manager John Amb 17. Code Edition: NUNE 620-27'37 18. uldq Value $ 7001000 4. Mail - Apt#: 19. Content Val $101 000, 000 'j Address 0840 SW Burnham St. 20. Other Value `x;'.01000 Cty, St, Zp : Tigard, Oregon 972123 21. ISO clo's!j 3 Bldg Owner General Telephov-!e Usc ()e c: 1/ft 2"? B-2/ 0 pkone ''206) 258-53:21 23. Fire A.Irm Sq: 01'E Gen. Tol Suite-Apt: 24. Alarm 13kist #: ICA Address 1800 41 a'T STREI--.'r 25. Prop in Orse Y 11 Ct,4, St, Zp: EvpTett, Washington 26. Date Built 6 -04/02/69 j Emrg Contct: Dut,,j Supervisor 27. Date Remodel : 04/02/06 I Emerg Phone: 629-0502 28. Ground Area 0, 712 14 Ins Type/Mo: INF 06 19 001 Occ Use.- 634 7-- lephone exchange, o,':Pir F I R[' PROTECT1:01',1 SCREEN 1 Alarm Shutoff Location ) -E---ENTRY HAIL 2 Power Shutoff Location I-E_ GENERATOP. R(.*1OM, EAST SIP-E 3 Water Shutoff Location 0--N--AT 13TPEFT 4 Natural Gas Shuto.'f Location- NONE 9 FUC Location (1--E--ON WA[ L Sprinkler Control Location 1--E Stand Pipe Location NOW 4.+:tic Access Location NONE C; Special Ha-, ard Type Code 00 NOW Special Hazard Type NONE 11 Special Hazard Location NONE 1,-! Water SOLIt-ce Location HYDRANT, YARD HYDRANTS 1 -5f-airujaij/ Vert Shaft; Prot Y/N: J stairs enclosed ,haft 0 CONSIPUCTION 'XIRE17N I Const Tqoq 2C II--N 16. N Prop Linc! 80 110 PROPERlY 1-1Nl-- 17. Wal I Pvot 00 NO WAI-L PRUIECTION Basmt Area 5, 000 18. S Prop L.i n 99 /20 ASSUMED PRopEwrY LINE 4. Total Area I7103A 117 Wa I I Prot 00 NO WAI L PROTECTION 'j Stories ;2 20. E Prop [.i n 75 / tO PROPERTY (_TNE Height-ft 24 21 Wall Prot 00 NO WALL PROTFC11ON Inter Colmn: 00 NONE 22, W Prop Line 99 /10 PROPERTY LINE 6 Roof Const 15 HT LT DEC 23. Wall Prot 00 NO 14AI.1- P'ROTEC'TION 9 Roof Cover 04 ORD UNKNO 24. Area Wal: NONE 10. Roof Area ale()() P11. Area Wal : 11 UBC OCC2/ft: i 26. Area Wal : 121. UDC Ocr-3/ft: 27. Plan Ltl( I 13 UBC Occ4/ft. ;i(j. Misr_ 14, Auto SP Use: 15 Auto FA Use: I JRS AN INTFRNATIONAI.PROFESSIONAL SERVICES OH3ANIZATION URS Wright Forsson ANCHORAGECLEVELAND 1F 2615 FOURTH AVENUE COLORADOSPRINGS SEATTLE,WASHINGI ON 96121 IAILADENVS February6 1986 TEL:(206 623.6000 JUNEAU LAKE OSWE / (206 %26-2600 MIN POLIS O° NEW YORK SAN FRANCISCO SAN MAI EO SANTA FE SEATTLE TACOMA tVCSON TI:LSA Mr. Bob Williams WASHINGTON D C City of Tigard Buil(Ling Department 1275! S.W. Ash P. 0. Box 23397 Washington County, Oregon 97223 SUBJECT: G.T.E. TIGARD BU.�LDING REMODEL Dear Mr. Williams : On February 5 , 1986, I visited the Building Department and dis- cussed the GTE Tigard Building Floor Plans with you. Our dis- cussion covered code requirements for fire sprinklers and envi- ronmental energy problems and it was noted that occupancy class- ification would remain B2. Due to the occupancy remaining the same, you noted that the existing building does not have to be upgraded to 1982 Uniform Building Codes . Again, on February 6, 1 called you to verify that we are riot required to upgrade the existing structural system and you agreed per Section 104 of 1982 Uniform Building Code. We are proceedinq with the building alteration drawings based on the following: .l ) Upgrading of the existing seismic bracing is not required. 2 ) Upgrading building envelope to meet new energy code is not regli i red. 3 ) Fire sprinkler system is not required. if any questions, please call Greg Rrape at ( 206) 728-2800 . Upon approval of letter , please sign below and return a ^opy to our office. Sincerely yours , G egory J. Krape Approved Project Architect GK:slw Date URS/TIG2. 1 cc: G. Hartman , URSWF D. Zander, GTE � ��' N�� S"+..�.��J}�� - tt�rW4Y��✓' � tu?h '•�di` � +. .A�y, r i° +w• aV � "' .� �t 'u ii4 /iti3 �6 a� � �� -t.7 t a •! '�:,.. �r I1 7�*" � �yllr.�`" Vr :i � ::� �^��1r'r�,f114e$ 1}�I�`��t��"��s"t}lt•.I�I�s-f '�AfIIN�. rS�' ��1'��'VI4 ti •�d11H�' ' ,,�� '�� '� ODI :0 $ cz tn4J w - of q 101+1 o d H oCos cd o .� m ej � '^"n .sg" t � h 1•i Yo � C .O U � � O 1...,!�vr�,'w' ttI ONO to W CO M y tt. a; �ri J N 0 ro o O 4J Cd 4, bQ s U 1 h L r 1 rl JV V rr^^ 40, to CN 4j V\ �• N 'C I LO) y A 4 Cd v yM, ` INSPECTION (NOTICE City of Tigard Building Department 1 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 � I Type of Inspection —.c' s z'.0�1� — Date Requested ?' ' '� Time A.M. P.M. Address r�s/C7 �.r. `?C�c. '- - . ��•�^ Permit77 # MOwner_ —c�J — Lot # _ { Budder The following Building Code deficiencies are required to be corrected: G/"�--...✓dL" _T� �j"�sr .. �-c„�` _.--fro--�• I� I _ ' -•mac- Win- ! —� Presented to _ F] Approved Inspector _ 6 ` Disapproved j Date CALL VYOE8 REINSPECTION O NO 1 /STIN(,14 Frnm 107 PO qj PITTSBURGH TESTING LABORATORY ED?AOL ISHrD long d 61: S E HARRISON STREET '� PORTLAND, OREGON 91214 Il \y A[ A MUTUAL PROTECTION TO CLIENT[. THE PUBLIC AND OURSELVES. ALL REPORTS AR[ SU 11 N A[ THE CONFIDENTIAL ►ROPERTT OF CLIENTS. AND AUTHORIZATIO fE`AND� FOA PUBLICATION OF STATEMENTS, CONCLUSION[ON EXTRACTS FROM ON REOARDINO PO-8700 OUR REPORTS 19 RESERVED PENDING OUR WRITTEN APPROVAL,ORDER No. LABORATORY No. CLIENT'S No. 5460-7200281 April 9, 1982 FILE No. REPORT Report #13 General Telephone Company P.O. Box 1100 Beaverton, Oregon 97075 Attn: Chuck Wilson Re: Troxler. Density Tests General Telephone Exchange Building Addition for Tigard, Oregon Gentlemen: Following are the results of Troxler Density Tests performed by a representative of this laboratory on April 2, 1982 at the above jobsite using a Troxler Nuclear Gauge. Moisture Dry Density % of Standard Density vocation Content lbs . /cu. ft. AASHTO T180 1 . 5 line + 6 ' D line -9 ' - grade 6 . 6 127 . 9 99 . 5 2 . 9 line -3' D line -4 ' - grade 9. 0 129. 6 100. 0 3 . 1/2 Between G & D on 8 3/4 - grade 8. 4 123. 8 96 . 3 Maximum Dry Density @ Optimum Moisture Content = 128. 5 lbs . /cu. ft. Optimum Moisture Content = 12 . 8 7 INSPECTOR: H. Westlund Respectfully submitted, PITTSBURGH TESTING LABORATORY 4 A n .*1 et,C�.ti Donald R. Scott, Manager Portland District 11W:mm cc : GTE-Tigard & Everett, WA. Hoberg Construction City of Tigard Skidmore-Owings & Merrill Moffatt-Nichol & Bonney �tiE.5TIN`�\9 Form 407 NO PITTSBURGH TESTING LABORATORY _ 6"'A at tool IL 611 S E MARRISON STREET r PORTLAND, OREGON 97214 W. -y y��rf� AS A MUTUAL PROTECTION TO CLIENT[, THE PUBLIC AND OUREELVEE, ALL REPORTS ARE\/�gMT9. AND AUTHORIZATION SAND G "on PusSUB,.11ICAT ON OF ETATIKMENTS TCONCLU%ON[Ot. %TRIAL &ROPURTY OF E CTE FROM OR REGARDING OUR REPORT[ 1E REEERVEO PENDING OUR WRITTEN APPROVAL. ORDER No. PO-8700 LABORATORY No. CLIENT'S No. 5460-7200281 April 9, 1982 FILE No. REPORT Report #14 General Telephone Company P.O. Box 1100 Beaverton, Oregon 97075 Attn: Chuck Wilson Re: Troxler Density Tests General Telephone Exchange Building Addition for Tigard, Oregon Gentlemen: Following are the results of Troxler Density Tests performed by a representative of this laboratory on April 6, 1982 at the above jobsite using a Troxler Nuclear Gauge. Moisture Dry Density % of Standard Density Location Content lbs . /cu. ft. AASHTO T180 I . Line E at 6z - grade - 6 . 1 124 . 6 97. 1 Maximum Dry Density @ Optimum Moisture Content = 128. 2 lbs. /cu. ft. Optimum Moisture Content = 5 . 9 INSPECTOR: It. Westlund Respectfully submitted, PITTSBURGH TESTING LABORATORY &.4.0 7f,4,7t Donald R. Scott , Manager Portland District }1w:mm c.I, :CPTE-Tigard Hoberg Const. City of Tigard Skidmore-Owings- Merrill Moffatt-Nichol * Bonney GTE-Everett, WA PITTSBURGH TESTING LABORATORY y FORM 9002-8•Pp Ayor Go7 ESTAIILIRNED ISSI 611 S.E.HARRISON ST., ',ClK rLAND, OREGON 97214 • t1yw•� AS A MUTUAL PROTECTION TO CLIENIS, THE PUBLIC AND OURSELVES, ALL REPORTS R�] ARE SUSMITTE.D AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AI)THO,,ZAT10N Drder No. PO-8. 00 FO PUBLICATION OF STATEMENTS, CONCLUSIONS OR r.XTRACTS FROM OR REGAllDIND fEA.PIAR�`�'• OUR REPORTS IS RFbERVED PENDING. OUR WRITTrN APPROVAL. Grout TEST REPORT Report No. 16 19 Client's No. 5460-7200281 Date Moulded ------Uxll.-"-U Reported - AWY'_il-1-4-c 1.-G2 MaX10, 1982 Projectho11�F,1Xchang€ Building Addition— _ _ At . Conti-actor (_gnst—rmc-t-ion Reported to GIF _.Ho r _-QQnst.-,City of Tigard.Skidmore-Owings & Merrill_Moff,jt_t- Concrete aupplier-Wg-atern--Fa-(zifi&_ -___LNichol & Bonney,Wes.tern Pacific Quantity Represented --7-- Cu. Yds. Specimens made by PTL Rem H. Westlund — No. Submitted___4 Location of pour—_T-QR- lift Wa11s—f-xQt11_A_-tO $B_-between 5_A. 9 .__�______^__ Strength requirement -_--- 2500 _ psi at 28 days - - ----- MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX Cement-__.._ lbs. bags Type_. _ -- Brand-------- Fine Brand--_-_-_- - --- - -_---- --------- �� Fine Aggregate (S.'D) _-_ _ lbs. Source ..__ - Tvpe: — Coarse Aggregate tSSD) _.. Ibs. Size �..�'..__._ Source_ ___rJ`__Type: Coarse Agarec;.ite (SSD) _- -__. lbs. Size Ware. Total ---- ___ _ Gots.--- GoIs./bag Admixture: 4mount - _- Kind Admixture: ,amount --.--------_--------__.r Kind Above information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ �v Concrete Supplier Other ❑ (Designate)-�_• — Entr. Air _ Actual Slump Workable In. Ticket Nn.: _ 60202 Temperatures: Air "' F Concrete °F Weather Warming__ Sc att@rP_aUMURg Mixing: Central Mix ® Truck Mix Job Mix C-] Above Site Information obtained from: PTL Inspection Project Engineer ❑ Contractor ❑ Concrete Supplier a Other [-] (Designate) Cyls. delivered to laboratory by: PTL ® Contractor L] Engineer [] Common Carrier ❑ - -----�..�-_:. _ . _- - -- - - _ _.._..T_.--- --- Cylinder Size 4"X4 x8 COMPRESSIVE STRENGTH SPECIMEN AGE LABORATORY DATE DATE TOTAL UNIT REPORT MARKING DAYS NUMBER RECEIVED TESTED LOAD-POUNDS LOAD P.S.I. NO. A 7 1635 4-07-82 4-13-82 49, 000 3140 B 28 1636 3-07-82 5-04-82 81 , 500 5093 C 2.8 1637 3-07-82 5-04-82 83, 500 5218 D 28 1638 3-07-82 5-04-82 73, 500 4593 I ' I *7 Day tests previously reported Remarks: ._ MM Respectfully submitted, PIT SBURGH TESTIN LABORATORY Donald R. Scott, District7�onager N�F.STINp� FORM 0002-0-PO PITTSBURGH TESTING LABORATORY JQb. ;' rA 480 ymr :9� ur.BUBN[D uel A y O 611 S. t.!IARRISON ST., PORTLAND, OREGON 97214 t AS A MIITIIAI. PIIO11CI'ON TO CI IINTB, IIIF PIIBI.Ir AND n'IRBFL.VFS. ALL RE PORT B Order NO. C PO-0p700 fA�yQJ.r �� •„(l .E BUBMITTFAS THE. CONFIDENTIAL PROPFRrY OF CLIFNtS, AND AUTHOI'IZATIOF/ 1(� OO R PUBLICATION OF BIATEMF.NTS. CONCLUSIONN OR FAIRACTS FROM OR NEO.RDING fFpSANOUN� �. ') OIIR REPO 1S IB hEBERVEO PFIIOIN. OUR WRITTFN APPROVAL ,�AK9 CONCRETE TEST REPORT Report No. 17 , 20 S� 0� A1GaClient's No 5460-7200281 Q� Date Moulded ..___Apr_-1-6., - _9.82_ _- _ Reported Apr i1 Project General Telephone E ch-ang"uilding Addition- At Contractor H01berz__ ins trua-LiDn-_Company- Reported to GTE,___Ho_berg S._oas t--,City__f___Tigar_d,Skidmare-Qwi ngs- & Hemi l l ,Mof fra t t- Concrete Supplier_ _...�i�.^,�4Dyll�.£...-C.S2I7-C_Ye�E_..------__Michol-& Banne -. ------- Quantity Represented nJ�2.___.. Cu. Yds. Specimens made by PTL_Rep_.._1L_J&.s_t1und_____ No. Submiti•ed_-_4 Location of pour _.. Slab on rade_.from-C -to__F-.l� . wegn_ _5 9 excep_t� _ au1L__ariea ___a1sn, --YauLt__r-etaining_ walls--------------- - -------___.-- Strength requirement _________�_9D 0 -_ ps i at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: '1nnn__.-_- Cement_. --_-__--lbs._____......--.-_..__---bags Type --__-__-_- Brand--_--___� Fine Aggregate (SSD) _ __-_- lbs. Source __ Type: Coarse Aggregate (SSD) - ____ lbs. Size_- Source ____ T-,pe: _,— Coarse Aggregate (SSD) ,--_ lbs. Size +o Source __--_----- -f YPt:'-------- Water Total Gals,_-_- Gols./bag Admixture: Amount Kind Admixture: Amount .--__ __- _-- Kirid Above information obtained from: PTL batching inspection Project Engineer E-] Contractor (-] Concrete Supplier Other ❑ (Designate)-_�- Entr. Air - % Actual Slump —__,�__- In. Ticket NO.: -__ ____22_4,$__`_ Tim _____-._5 erature!s: Air " p � -- F Concrete _60 _--- F Weather Mostly Cloudy_ -- ___..------_..-___--- Mixing: Central Mix [] Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection ® Project Engineer ❑ Contractor F-1 Concrete Supplier E Other [] (Designate) Cyls. delivered to laboratory by: PTL [fcContractor ❑ Engineer F-1 Common Carrier [] Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN ACE LABORATORYDATE DATE TOTAL UNIT REPORT MARKING DAYS NUMBER RECEIVED TESTED LOA O-POUNDS LOAD- P.I.I. NO. GTR 6 A 7 1643 4-07-82 4-13-82 82, 500 2920 B 28 1644 4-07-82 5-04-82 111 , 500 3940 C 28 1645 4-07-82 5-04-82 11.0, 000 3890 D 28 1646 4-07-82 5-04-82 112 , 000 3960 *7 Day tests previously reported Remarkss__ ___—_-_--------_-- Respectfully submitted, PIrSBURn�T�IN LABORATORY let, Donald R. Scott, -�istricf fvTanager ...`RA'lEBBE17MRR•.fn.Mq.p.u�a"... ... .....__... .�.,..............,+.....,.•........__..,....-.,,.:_,......n..�...r Construction Inspection ® Related Tests (Carlson Testing, Inc. P.O.Box 23914 Tigard,Otsoon 97223 CP-1292 Phone (903) 811.4114 Joe NO. REPORT OF IN-PLACE SOIL DENSITY TESTS April 5, 1982 Client General Telephone Company Project _ _ GTE Tigard Central Office Addition Sal Description 3/4"-0 Rock & '_}I'-0 Rock Max. Dry Den%oy 120.0 lbscu. ft. Optimum Moisture 8.6 "o Method of Test_ Nuclear 3411-B I.If Ur �T Sr _ [l.Ev. u[T ritCO IN-PLACE DENSITY . X15, .,,. O C 4 T ION IT. MO. M01 5T URE IL9S. CU. I'T.1 COMPACTION 3-31 1 Center Slab Area -6" 13.0 127.5 112.8 90.2 3-31 2 Center Slab Area -12" 13.7 113.0 103.7 83.0 I , l I I cc: City of Tigard Noberg Const. Co. .ARt_SON TESTING INC ��E T5 INC Form 107 PO PITTSBURGH TESTING LABORATORY tfiT AU,IT11f.D Ion 611 S E HARRISON STREET PORTLAND. OREGON 97211 \Cj�'M1I Icl��h ALA MUTUAL PROTECTION TO CLILNTL. TME PUYLIC AND OURSELVES, ALL REPORTS FNIAL PROPERTY O� CLIENTS. AND AUTHORIZATION .SA ,OR ►U PLICATION 0►LTAT•MLI/'TL rCONCLUSIONS OR Ef TRACT♦ FROM OR R[OARDINO OUR REPORTS If RSSSRVSO PENDING OUR WRITTEN APPROVAL. ORDER No. PO-8700 LABORATORY No. CLIENT'S No. 5460-7200281 March 31 , 1982 FILE No. REPORT Report #12 General Telephone Company P.O. Box 1100 Beaverton, Oregon 97075 Attn: Chuck Wilson Re: Troxler Density Tests General Telephone Exchange Building Addition for Tigard, Oregon Gentlemen : Following are the results of Troxler Density Tests performed by a representative of this laboratory on March 30 , 1982 at the above jobsite using a Troxler Nuclear. Gauge . Tests done on 1" to Minus Material . Moisture Dry Density Z of Standard D2nsi�y Location Content lbs . /cu. ft. AASHTO T180 1 . C+10 ' on 6 line-grade 10 . 9 127 . 3 99. 3 2 . Between C 5 D on 6+10 ' grade 9. 6 125 . 1 97 . 6 3. D-5 ' halfway between 5 & 9 - Grade 8. 8 125 . 5 97 . 9 Maximum Dry Density @ Optimum Moisture Content = 128 . 2 lbs . /cu. ft . Optimum Moisture Content = 5 . 9 INSPECTOR: H.Westlund Respectfully submitted, PITTSBURGH TESTING LABORATORY &X-#.OZ& Donald R. Scott, Manages- HW:mm Portland District cc :GTE-Tigard HOberg Const . City of Tigard Skidmore-Owings-Merrill Moffatt-Nichol h Bonney GTE-Everett,WA. �f9TiN0 Form 107 PO t PITTSBURGH TESTING LABORATORY =p E/TA DIIAH/_U leel E f 611S E NARPIS0 STREET PORTLAND, OREGON 97214 A/ A MUTUAL PROTECTION TO CLIENT/. THE PJ/LIC AND OURSELVES. ALL RETORT/ ARK SUBMITTED AS THE yffgSTIAL PROOCRIV 01' CLIENTS. AMI AUT"CRZ TI AND /OR PU/LICA/ION OF•TATEMENT�TCONCLU�ON•OR (TRACT/FROM OR REAIARDINO ORDER NO. PO-8700 OUR REPORT/ to R//ERVEO PEMDINO OUR WRITTEN APPROVAL. LABORATORY No. CLIIENra No. 5460-7200281 March 29, 1982 FILE RA REPORT Report o10 General Telephone Company P.O. Box 1100 Beaverton, Oregon 97075 Attn: Chuck Wilson Re: Troxler Density Tests General Telephone Exchange Building Addition Tigard, Oregon Gentlemen: Following are the results of Troxler Density Tests performed by a representative of this laboratory on March 26, 1982 at the above jobsite using a Troxler Nuclear Gauge . Moisture Dry Density Z of Standard Density Location Content l.bs . /cu. ft . AASHTO T180 1. . Pit Run Fill Material C+ on 8 8. 0 117. 8 93,. 6 2. Pit Run Fill Material C+ between 5 & 6 7. 1 109. 0 86. 6 Maximum Dry Density @ Optimum Moisture Content = 128. 5 lbs . /cu. ft. Optimum Moisture Content = 12. 8 % INSPECTOR: H. Westlund Respectfully submitted, PITTSBURGH TES'T'ING I..ABORATORY "k. 14* HW'mm Donald R . Scott , Manager cc:GTE-Tigard Portland District Hoberg Const. City of Tigard SOM-Portland MNB-Portland GTE-Everett,WA. rz p Ilk v ' � N irk .� ol 000l� 4 � J 1\ �i a� IES?ING 4 Form 407 PO PITTSBURGH TESTING LABORATORY RnOi- 9 i O [ilAtll IfM[U 10!11 e s 611 S E HARRISON STREET PORTLAND, OREGON 91114 fs�ti T�y A/AREA MUTUAL PROTECTION TO CLIENT/. THE PU/LIC AND OURSELVES, ALL REPORT/ IAL PROPERTY Or CLIENTS, AND AUTHORIXAVON 3 AND � IOII PU/LISUBMICATION OF STATEMENTS TTED AS THE TCONCLUSIONS OR EXTRACT/ FROM OR REGARDING OUR REPORTS 1/ /E/[RIVED PENDING 011P WRITTEN AT/ROVAL. ORDER No. PO-8700 LABORATORY No. CLIENT'S No. 5460-7200281 March 26, 1982 FILE No. 1,61 2a 6 41 �� REPORT Report X10 General TeUhone Company P.O, Box 1100 Beaverton, Oregon 97075 Attn: Chuck Wilson Re: Troxler Density Tests General Telephone Exchange Building Addition for Tigard, Oregon Gentlemen: Following are the results of Troxler Density Tests performed by a representative of this laboratory on March 22 , 1982 at the above jobsite using a Troxler Nuclear Gauge. Moisture Dry Density % of Standard Density Location Content lbs . /cu. ft . AASHTO T180 1 . On 7 line, 3 ' West of BB line, Bottom of Slab 6 . 0 116. 7 91. . 0 2 . Between 7 & 8 line 6 ' East of AA line Bottom of Slab 6. 6 107 . 6 83. 9 3. Between 7 & 8 line 2 ' North of BB line Bottom of Slab 6. 8 111 . 7 87 , 1 4 . 12' South of 5 line 2 ' East of AA line Bottom of Slab 8. 8 114 .8 89. 5 Maximum Dry Density @ Optimum moisture Content = 128. 2 lbs . /cu. ft . Optimum Moisture Content = 5. 9% INSPECTOR: H. Westlund Respectfully submitted, HW :mm cc :GTGTE-Tigard Hoberg Const . Donald R. Scott, Manager City of Tigard lortland Dis�r ' t SOM-Portland MNB-Portland INN NOW -J I! Ir 2- Test Method: Construction Inspection ® Related Tests Carlson Testing,Inc. P.O.Box 23914 Tigard,Oregon 97223 Phone(5031641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 3-24 __ , 19_ 82_--- lob. No. —CP-1292 Chent- General Telephone_Company Project: GTE Tigard Central Office Addition Address: 8840 S. W. Burnham Road Contractor: _-__Hoberg Construction Co. Sub-Contractor: L H Concrete, Inc._—_�`_ Concrete Supplier: Wilsonville Concrete Cost by: --S. Jordan Weather: —_ Sunny -- -- -- Temp. high: - 63 -- —Temp. low: 45 ---- — Location of Concrete Placement: —_.___._ - Floor slab all from west end due east to D line and _.—. .--� ----- — -------- back entrance-5-tai rwel I Strength Requirement: 300q___ —__ _- _____ P51 a _-__28__ days Slump: __ 411 Cement Type: �__—. I__.___._.—_ ___..._ No. of socks: Mix# 3000# _ Entrained Air Admix, Amount: Brand: _.____ — Admix, Amount: -- _Brand: Coarse agg. size: 3/411 ._.-Type: ---Natural Fine Agg. Site: ._..B1d0.e__.. Ssped @e Test 4 Register 1 Der• Date Torel A.eo Unit lead Revs, No. TyoeDays Number Rae'd. Tested Load PSI No. 1 A 6 x 12 1 7 6167 3-25 3-31 94,000 28.27 3330 1` B] 28 6168 3-25 4-21_ 128,500 28_27 4540 2 — C j 28 6169 3-25 4.21 126,000 28,27 4460 2 D HOLD 6170 3-25 4-21 1 129,500 28.P7 4580 2 t i Truck# 32 Ticket# D-9023 cc: City of Tigard Hoberg Const. Co. SOM Moffatt, Nichl & Bonney tESTIN� Form 407 PO OJ9Z a�(�s�9 PITTSBURGH TESTING LABORATORY X C3 F P,.II,I•.HIII fell 5 E HARRISONS STREET .y�J 1tti'� PORTLAND OPr.GON 91:14 AS A MUTUAL PROTECTION TO CLIENT[, THE PUSLIC AND OUR5ELVF9. ALL REPORTS % ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLQ*NT9, AMU AUT'NORIZATION �fp=ANO �` /OR PUELICA TIOM OF STATEMENTS, CONCLUSIONS OR [ETR/.CTE FROM OR REOAROINO OUR REPORTS IS RES&IVED PFNOINQ OUR WRITTKN APPROVAL. ORDER NO. PO-8700 LABORATORY No. CLIENT'S No. 5460-7200281 March 23, 1982 FILE No. REPORT Report #6 General Telephone Company Y.O. Box 1100 Beaverton, Oregon 97075 Attn: Chuck Wilson Re : Fill Compaction Tests Telephone Exchange Building; Addition - Tigard, Oregon Gentlemen: On March 19, 1982 a representative of this laboratory was present to inspect the fill compaction, from AA to BB between 5 and 9 lines . A soft (pumping) spot was noted in the area about 12 ' south of the north foundation wall . Samples of the fill materials were taken to the laboratory to run proctors . Density tests will follow. It was recommended to the construction superintendent that he not pour concrete over this fill until it can be determined whether the compaction meets specifications. INSPECTOR: H. Westlund Respectfully submitted, PITTSBURGH TESTING LABORATORY 414m Donald R . ScotL , Manager HW:nun PortIM'd District GTE-Tigard Hoberg Const. City of Tigard PaRM/GG:...Pa � � /��°T'tq. PITTSBURGH TESTING LABORATORY Jp� ��O ESTABLISHED ESTABLISHED 1061 6 611 S.E.HARRISON ST., PORTLAND, OREGON 972111 t y� AS A MUTUAL PROTECTION TO CLIENT/, THE PU/LIC AND bU!lSF.LVC/. ALL REPORT/ P0-8700 �.+J� trC• ARE SUBMITTED A/ THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Order No. 6 y FOR .0/LtCATION OF STATEMENTS.CONCLUSIONS OR Ex TRACTS FROM OR REGARDING '�ffABANOG�'�� OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL Report No. 1 18 1 CONCRETE TEST REPORT __ 9 _ _Addition__. _.CAlpiern ' N TTO, F1OW Date Moulded_March-22, eportedMarch ,.- . Project-Gen ral Telephon - Exchange ldipg . At regard, e 'gn. (884.4__SW -B—ur _a�n_�?o�d_? -- ----------- --- ------ Contractor_H&CT4 _C_QnstrLI: _ir1.QFl_..___-__ ----- ------ _ --_--------- - — Reported to STE_3_9_b_er.g Const. -City Of Portland Skidmore-Owings Merrill f f att Concrete Supplier WilBonyle Quantity Represented.89 Cu. Yds. Specimens made byNo. Submitted_-1__ Location of pour Wall on F-line from 5 to 9_ and on 9__-line D to F. Also, vault Walls — Strength requirement___ X000 — psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: 3000 Cementlbs. _.bags Type.._---- Brand Fine Aggregate (SSD) _ lbs. SourceType: Coarse Aggregate (SSD)_ lbs. Size_ Source Coarse Aggregate (SSD) lbs. Size_ _—Source_-__—______ ___..._----___Type: Water Total___. __— Gals.__ __ —_. ____ Gals./bag Admixture: Amount ____-- —_ -- Kind Admixt,ne: Amount._-•_—____-- --- Kind A6ore information obtained from: PTL botching inspection ❑ Project Engineer [] Contractor ❑ Concrete Supplier ® Other ❑ (Dos ignate)—_.___________.... Entr.—Air ___ % Actual Slump_4_k-____._ In. Ticket No.: _19.9-1— Temperatures: Air _ 64 °F Concrete _. _6.6----------_"F Weather Sunny- Mixing: Central Mix ❑ Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection C Project Engineer ❑ Contractor ❑ Concrete Supplier ❑ Other ❑ (Designate)—_ Cyls. delivered to laboratory by: PTL MR Contractor ❑ Engineer EJ Common Carrier ❑ Cylinder Site 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN AGE LABORATORY DATE DATE EOTAL UNIT REPORT MARRING DAYS NUMBER RECEIVED TESTED LOAD•POUNDS LOAD • F.S.I. NO. GTT-22 A 7 1287 3-23-82 3-29-82 65, 000 2300 * B 28 1288 3-23-82 4-19-82 104 ,000 3680 C 28 1289 3-23-82 4-19-82 100, 000 3540 D 28 1290 3-23-82. 4-19-82 103, 500 3660 *7 Day tests previously reported Remarks: --- ------- - — ------� t111T1 Respectfully submitted, PIT SBURGH TESTING LABORATORY 1)ott entt r I�tr tt��lir STAFF REPORT CITYOF TIFARD SITE DESIGN REVIEW WASHINGTON COUNTY,OREGON TIGARD PLANNING DEPARTMENT 12755 SW Ash Tigard, Oregon 97223 March 15, 1982 DOCKET: Site Design Review (SDR 6-82) General Telephone APPLICANT: General Telephone of Northwest, Inc. 8840 SW Burnham Road Tigard, Oregon 97223 OWNER: Same SITE LOCATION: 8840 SW Burnham Road (Washington County Tax Map 2S2 2DB, lot 100) REOUE:IT: For design review of a proposed addition to the existing General. Telephone Central Offices. i PREVIOUS ACTION: On December 4, 1979, the Planning Director approved a Site Design Review for an addition to the existing office. SITE PLAN/DESIGN REVIEW: The applicant is proposing an addition to the existing 8,645 square foot office space. The proposed addition is 9,027 Square feet to include 840 square feet of office space, 6,983 square feet in equipment rooms and accessory uses. There ai•e 12.4 parking spaces on the site. The maximum number of parking spaces needed for the total 17,763 square foot building is 51. I� The proposed addition does not extend into parking or landscaped areas. Access to the site is off of SW Burnham Street. Burnham is designated a major collector in the City of Tigard draft Comprehensive P1, ,. At present, Burnham is nrt. improved to major collector standards in front of the site. The right-of-way requirement for a major collector is 30 feet from center, line. There is 30 feet from center line dedicated for right-of-way in front of the site. The site is presently landscaped and maintained in conformance with Section 18.59.060(E) and Section 59.060(iii) of the Tigard Municipal Code. ACTION: The Planning Director approves the Site Design Plan for a 9,027 square foot addition to the existing GTE Building at 8840 SW Burnham with the following conditions. 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97223 PH:639-4171 STAFF REPORT SDR 6-82 Page 2 I. A non-remonstrance agreement for future storm drainage improvement and street improvements to major collector standards shall be signed and recorded with Washington County prior to the issuance of Occupancy Permits. 2. Any paved or landscaped areas shall be returned to their original state after construction, prior to issuance of an Occupancy Permit. JA Prepared by: Elizabeth A. Newton Approved by: Frank A. Currie Associate Planner Planning Director NOTE: Sign below to acknowledge conditions set forth for this project and return to the City of Tigard Planning Department. Failure to acknowledge will result in no further action on this project with regards to issuance ildi►� rmits or engineering approval . Signature (Pr ty Owner) 67-,A/4,) Date Signature (Applicant if diff-rent) Date —"— I ;T (,7''1: ADDITIC'' BUILDINr PERMIT APPLICATION TIGARD DATE 1-LI&I'u'2 ,19 4039 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 644-0928 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHO 1�1�E f "`R^�� ONNER. .,_ i• C I OCO.of 'the Jftid�fS$ RC40 SW Burnham Vt. t n x LOT NO. ARCHITECT SOM 226-1431 FNGINEER tkJILDER I-10herc1 constr. Co. ADDRESSI2525 SW 2nd& AVtn,----DESIGNER STRUCTURE ❑ NEW ❑ nEMODEL 97 ADDITION ❑ RFPAIR -- FJ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION L] RESIDENCE ® COMM ❑ EDUCATIONAL 11GOV'T ❑ RELIGIOUS L-1PATIOC1CARPORT O GARAGE 11 STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE =—TBLDG.TYPE —� FIREZONE �^ PLAN CHECK BY (,W�___ HEAT F.it:e work# Includintx gra dinc;,, pavinr, concrete work, yard rttilitins, landscaping and irriaettion syateV. SEWER PERMIT#`?3g52 was r)niC1 _OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES A `AREA _NO.BEDROOMS VALUE--'3" 11 _ BUILDING DEPARTMENT SETBACKS FRONT '`''" P1,F}TEAR LEFT SIDE RIGHT SIDE Permit _` 'S35a.p�� THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINEr) IN THE BUILDING CODE, ZONING PI 'Ch Cl( PAID WORK AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE • • !- WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sublote) RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax `� 14,2n SDC— ' �� Total t'.2C1 �. '/7ti"� By _ _ P1 1 PDC# APPLICANT OR AGENT Approved �:ri1 Receipt No. ; y ADDS€ — PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit Na Rough-in Fixture Final HEATING Contractor Permit No, Gas or Off Rough-in Final SEWER Final 'Z /,/ ".^^i �Ij� I .__ --_-_.,.v_- ��.._.. -_.-_ _-_�. 1 DRIVEWAY Storm Drainer (Rain Drain)Final SiW Walk Curb&Street Final Approach 191-130.DEPT. F:4AL I TEMPORARY CERTIFICATF OCCLWANCY CERTIMCATE OCCUPANCY landscaping omingFinal BUILDING PERMIT APPLICATION TIGARD DATE _?�.,t A,' �s_____ 4040 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 644-0928 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS IWNER PHONE_ G29-2424 1"r• taxo1-f10.._� OWNER O..n. ;'c`l.0O3O the)&BADDRESS 8P40 54'7 surnham 'Street_ ARCHITECT t en' lstr•Co• ENGINEER EJIILDERP1Q { C©nADDRESSI?52S BW 2nd,L�rtn. DESIGNER STRUCTURE ❑ NEW ❑ REMODEL LYADDITION ❑ REFAIR ❑ RENEWAL E-7 FIRE DAMAGE ❑ DEMOLITION L, RESIDENCE ❑kOMM ❑ EDUCATIONAL 11 GOVT ❑ RELIGIOUS CJ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLABL FENCE OCCUPANCY k^2 LAND USE ZONE M-4 BLDG.TYPE —FIRE ZONE—=PLAN CHECK BY c'wh HEAT E.13Qi lt.r -- c::oostruct one story addition (w/bAs;;oment mech. roorr) all per plans and code, l.',e &rate Pr!rmita re-viii rr t for 1'Vinl.,ij?j * mechnnical. _ SEWER PERMIT OCC.LOAD FLOOR LOAq'01,I(-,rf%IM9iGHP3 NO.STORIES j AREA9027_NO.BEDROOMS BUILDING DEPARTMENT SETBACKS FRONT REAR %1 n LEFT SIDE n RIGHT SIDE _ Permit _ _ 15u] _ �,r� 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 COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. C014TRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 61.70 - LICENSE.SEP IIATE PERMITS REQUIRED FOR SEWER,PLUMBING A14D HEATING. State Tax q j Total -- 1604.20 SDC L B_.�. — -�— r PDC# LICANT OR AGENT < J �► { Receipt.4o. to / Approved "T ADDRE88 PHONE f DATE INS? TYPE INSPECTION REMARKS PLUMBING DATE Contractor f Permit No. -3 o 3 o _ �pS;LL' 7 ZZ•F Z pin Rough-in �l Fixture Final HEATING Xf f- Contractor f Com_ Permit No. 5e o, pG•)'� c — Gas or Oil Rcugn-in �— -- — — EFinal SEWER — Firnel DRIVEWAY --- — -- _—.— Final Storm Drainage (Rain Drain)Final Sidewalk Curb G Street Final —� — Approach BLDG. DEPT.FINAL I TEMPORARY CERTIFICATE OCCUPANCY Final iCrFs'I'FIC ATE OCCUPANCY -- Lendsceping Zoning Final Skidmore,OW "&Merri 11 900 SW Fifth Avenue ' '� Portland Oregon 97204 503 2261431 Telex 464 5010 March 11, 1982 Mr. Don Howick Lity of Tigard 12420 S. W. Main P. 0. Box 23397 Tigard, Oregon 97223 Subject: GTE Tigard Addition Dear Don: Enclosed herewith is one copy of the proposed sewer connection, requested by you. If additional informatiun is required, please advise. Sincerely, k i dinore, Owin & Merrill enne t HH:jjf NEW "0 GTE # � ' ,r '� '' jut � • � . .' ,-. . • "'r• , E ml , ' CRCAW T--L-ori. f -�8'r ,• =1t.'^,.•,� .. �• ' C r r ` I C.U�� •;cve �xiTT. bWJAZ�� 1rt7�R:T IT. ,,.. 1.L TO NIwi.,v41 : ,. ,-• Y / ti I CZ';1G IAC' I 'E'T'"° PITTSBURGH TESTING LABORATORY FORM 000z.e.Po P,y V `s 611 S.E.HARRISON ST., PORTLAND, OREGON 97214 t A/ A MUTUAL PROTFC710N TO CLIENTS. THE PUBLIC AND OUR/ELVER, All REPORIB ANE W/MITTED A6 THE CL -N TIAL PROPCNTY Of CLIENT/, AND ATTNOgIZAT101• Older I a. FON PUe LICATION "LPO NT/ I/MN / NYF`DNCLURIoNINa on WIT I#ArTSTTtN FROM OR AL RF OA NDINO I� �O—��oo �ASAND�� Report No. 4 , 15 CONCRETE TEST REPORT Client's N . To Follow Dare Moulded--March 1982 Re Reported_.__.___._____March_ 17...__1-982Apri� 91 1982 Project General Telephone Exchange Buildin_g__Addition _ Atp----.-(88 40_-S,W. Burnham Roaa — Contractor Holberg Construction tion Company Reported to- GTE_Hoberg Const.,lCit ►— 'Tigard — Concrete Supplier_Wilsonville Concrete -- Quantity Represented ?2 Cu. Yds. Specimens made by_PTL ReQ S.Gen uea �! _ No. Submitted 4 Location of pour_ Footings at line 5-9 fr��E-F a.nA CO1 forLting at E on 9. Strength requirement----_ 000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.:—_- Cement lbs._- bags Type Brand Fine Aggregate (SSD). lbs. Source—___. _— _Type: Coarse Aggregate (SSD)-----.lbs. Size Source r. _ Type: Coarse Aggregate (SSD) _lbs. Size Source_ _�..�.---.--Type: Water Total_ Gals. _ Gals./bag Admixture: Amount_ __r—. Kind Admixture: Amount_ — __ Kind Above information obtained from: PTL batching inspection Project Engineer ❑ Contractor ❑ – Cmicrete Supplier ❑ Other ❑ (Designate) — Entr. Air _ % Actual Slump–_ 2k_—_ In. Ticket No.: Temperatures: Air ��-�-�-- p �5 OF Concrete _ ��°F Weather �Lg 'fQV�Y'�$et Mixing: Central Mix a Truck Mix ❑ Job Mix [] Above Site Information obtained from: PTL Inspection ] Project Engineer ❑ Contractor ❑ Concrete Supplier ❑ Other ❑(Designate)` Cyls. delivered to laboratory by: PTL Contractor [] Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN AGE LABORATORY DATE DATE TOrAL UNIT REPORT -MARKING_ DAYS NUMBER RECEIVED -- TESTED _ Lr)AO-POUNDS LOAD- P.SiI. NO. G-9 A 7 1085 ?-10-82 3-16-82 68, 000 2410 B 28 1086 3-10-82 4-06-82 102, 500 3620 j C 28 1037 2-10-82 4-06-82 107, 000 3780 D 28 1088 2-10-82 4-06-82 102, 500 3620 *7 .—__Day tests previously reported Remarks:_ -- -- ----- --- -- --- mm Respectfully submitted, TTSBUURGH TESTk4G LABORATORY am6ttf na ald t1 It. Baa istrict Manager err"`� PITTSBURGH TESTING LABORATORY FORM 0002-e-PO tiye�J D1•� E■YABLI/Ni01//1 f O s 611 S.E.HARRISON ST., PORTLAND, OREGON 97214 i t A/ A MUTUAL PROTECTION TO CI IENTS. 111E PUBLIC AND oUMsrI v16. AI.L REPORTS .UytiH \RF SUSMITTLD AS TNF. CONrIDI.NTIAL PIIOPERTY nr CLIINIS. AND AOTIiOR12AT10N Order No. PO-8700 tiC RCSC�.� F'!R PUBLICI TION OF ST ATF MENT S. CONCLUSIONS OR Ef TRACTS EMOM OR REGARDING SAND � OUR REPORTS IS RESERVED PENDING OUR NRITTIN AI'rROVAL, CONCRETE TEST REPORT Report No. 2 r 7 Clienl's No. To Follow DateMoulded-__February 24 ,_ -1982_____.. Reported March 5 ....1982.. _.March_ 25, 198Z—_ Project_ _encr-aLT 1�QneE ►� e. Building- Contractor. uildir>g-Contractor. liob_erg -Construction — Reported to-__-GTE,1t0b-eCg--Cons t..Gity--=Qf—Q .— Concrete SLpplier Quantity Represented -5.6___ Cu. Yds. Specimens made byP_TL. Rep.f.S_E_Cendusa._____� No. Subn,itted_�__ Location of pour ll� at �u1-.IiB at-5,- -}3$-D at_ L_ 9��_at A�_�ol> St-ength requirement _-_ 0-0Q._----psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.:__ Cement ___bags Type_.. -_-- - --- Brand Fine Aggregate (SSD)---.— lbs. Source Type: Coarse Aggregate (SSD)-.-- lbs. Size .3/411 Source Type: -- Coarse Aggregate (SSD).------. lbs. Size -_ --Source Water Total --- Admixtu,e: Amount ______ _ Kind — ------ mixture: Amount _ Kind Above information obtained from: PTL batching inspection ] Project Engineer []-- Contractor Concrete Supplier ® Other Desi nate Entr. Actual Slump 4------- In. Ticket No.: Temperatures: Air 60 _—.-"F Concrete .-_62 -- __^F Weather Clear Mixing: Central Mix 51 Truck Mix ❑ )ob Mix 1:1 Above Site Information obtained from: PTL. Inspection Ei Project Engineer [] Contractor [] Concrete Supplier ❑ Other [_] (Designate)--. ry s. delivered to laboratory-by: PTL E-J Contmcror [ ] Engineer (-] Common Carrier [] Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPE[IMEN AGE LABORATORY DATC DATE TOTAL UNIT— — REPORT MAHKINa DAYS —NUMBER RECEIVED TESTED LOAD-POIINDS LOAD- P.S.I. NO. G-24 A 7 848 2-25-82 3-03-82 59, 000 2090 ` B 28 849 2-•25-82 i 3-24-82 97, 000 I 3430 C 28 850 2-25-823-24-82 I 9 , 000 3360 D 28 851 2.-25-82 3-24-82 97, 500 3450 i __Dey tests ntev IOUs III, reported Remarks: A71<t1 RespeCrfUlly submitted, TTSBUR�H E$T G BORATORY Donald R. Scott , bistrict Manoge► BUILDING PERMIT APPLICATION TIGARD DATE_ t9_22 4029 THE UNDERSIGNED HEREBY APPLIES FOR A PERMI*I FOH f HE WORK HEIIFIN INDICATED BUILDER PHONE _ 64 4"'0921; OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE ?1� t:AX LOT NO. t1( 2S2-2I?A OWNER- s_r'L1iirF1.C'.C? Ct th#o A�DDRE_S5 ��(1 S��i I3llt�1!!!fi frt7'Cr+t _ , ARCHITECT qr;4 226-'1431 ENGINEER BUILDER_PobeYq C-onstr.Co, ADDRESS 12525 SW 2nd, BYtn DESIGNER ,TRUCTURE NEW ❑ REMODEL ❑XADDITION ❑ REPAIR C RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION (7 RESIDENCE ® COMM ❑ EDUCATIONAL ❑ GOWT ❑ RELIGIOUS ❑ PATIO O CARPORT ❑ GARAGE ❑ STORAGE L7 SLAB❑ FENCE OCCUPANCY LAND USE ZONE _BLDG,TYPE —311—FIRE ZONE–_'PLAN CHECK BY 5!Yk HEAT YT CorQtruct *Foundations 0n2y" for one Rtory CTF buildinq addition. - r•ontractor m" proceed subject to TMC - "c. 303 SEWER PERMIT# OCC.LOAD _ FLOOR LOAD_C0nC*NBIGHT ? NO.STORIES 1AREA q()2 7N_O.BEDROOMS VALUE?�� BUILDING DEPARTMENT SET BACKS FRONT — REAR _71.4 LEFT SIDE 74 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 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMHLIANCE WITH ALL APPLICABLE. CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal – -- ' RESTRICTIVE COVENANTS. CONTRACTOR AND SUS CONTRACTORS TO HAVE CURRENT CITY BUSINEWi LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State rax ?•1 Total ^.1 12 SDC– By PDC# 4P5CAN'T OR AGENT LA � — _ --- Receipt No. / /J4. Approved I ADDRESS PHONE DATE INSP. TYPE INSPECTION ^ / REMARKS PLUMBING DATE Contractor --- 2- ----"'Permit No. Rough-in ------ - -- V Fixture -._- -e � 7` lC�4f^C.f.-1/ Final s ,C_ c.�e��,c�� .C.•Q.l>_ t- u HEATING - �ZG��L ContractuK i Permit No. a 45 Gas or Oil ----- _ - - l Ro.IQh-in ---- — -- --- - Final - -- -- - SEWER -- -- Final -- -- DRIVEWAY }-- - Final I `--- -- -- - (Rain Drain)Final Sidewalk Curb&Street Final BLDG. DEPT. P V;.LTEMPOR4RY Tt :RTIFICATE OCCIXANCY - " CCRTIFI CATE OCCUPANCY I Finai 1 Zonm�Final '` '"G PITTSBURGH TESTING LABORATORY FORM 9002.0•PO yob E'O� � lSTARISSI 611 S.E.HARRISON ST., PORTLAND, OREGON 97214 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL qE►ORT• ho-8700 0 7 0 0 rwy�j EU� ARE SUBMITTED AS THE CONrIOENTIAL PROPERTY OF CLII'NTS, AND AUTHORIZATION Order NO. C v qEy`�\y FOR PU SLIC OUR R ATION PORTS ISMREOEq EDFNTS NPENOINO OUR WRITTENCLL15IONS ON BAPPROVAL FROM OR REO AgOINO FASANO� Report No. 1 , 5 CONCRETE TEST REPORT Client's No.To Follow Date Moulded—February-2,_ISM—____----__ Reported _- February ?6,___1-9-82__March 17, 1982 Project Ggnaral. Te lenhonecchange_.Bu.ildng_A_ddition - - At_. Tigard. Contractor-_Hoberg_�nstril�tion_ Reported to GTE, o er_g_Const. .Ci ty__of_ ' Tigard. Concrete Supplier__Wilsonville �- Quantity Represented ...3-9— Cu. Yds. Specimens made by PTL-Rep H.Westlund.--- No. Submitted--4 . Location of pour. All f o inga and columns _from D line West — Strength requirement 000 psi at 28 days o.:`CMATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.:-- Cement ement_ lbs._—._ bags Type_-__-_ ' BronJ_-_-... _-_ -- FineAggregate (SSD)_—.._ lbs. Source--- - -_-_-----_-- - -- Type: Coarse Aggregate (SSD)--_ _Ibs. Size---3/4_'-1___ SourceType: Coarse Aggregate (SSD) Ibs. Size Source — J*ype:____ Water Total _ Gals. Gals./bag Admixture: Amount ,- Kind Admixture: Amount -----------.--- Kind _. ---- — — - --- -- Above information obtained from: PTL botching inspection [] Project Engineer ❑ Contractor Concrete Supplier ] Other [] (Designate) _ Entr. Air— % Actual Slump In. - -- -- Ticket No.:�__83 $ Temperatures: Air 55_-_°F Concrete Q 'F Weather Partly_ Sunny Mixing: Central Mix ❑ Truck Mix ❑ Job Mix El Above Site Information obtained from: PTL Inspection ® Project Engineer [] Contractor [] Concrete Supplier ❑ Other ❑ (Designate)__ Cyls. delivered to laboratory by. PTL ® Contractor ❑ Engineer [] Common Carrier ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. SPECIMEN AGE LABORATORYDATE DATE TOTAL UNIT REPORT MAq KING- _ DAYS NUMBER RECEIVED TESTED LOAIT•POU NnS LOAD- P.S.I. NO. GT 17 A 7 779 2-18-82 2-24-82 94, 500 3340 * 8 28 780 2-18-92 3-17-82 134 , 000 4740 C 28 781 z-18-42 3-17-82 131 ,500 4650 D 28 782 2-18-82 3-17-82 133, 500 4720 Day tests previously reported Remarks: M Respectfully submitted, =W SB R H StG ORATORY /1� Donald R. Scott, fiistrictal anager s STATEMENT ' F. L_ J DETACH AND MAII WITH YOUR CHECK.YOUR CANCEIIFD CHECK 15 YOUR RECFIPT. T s , PAID AV CHECK NO�---_�_—--- AK 884Ir�oTFo�ry Ltd Tigard Building Department PLAN CHECK REPORT Building A:30% croo&%• Address __166.40 �U ._�� r'9 Occupancy Building Type Land Zone Floor area B. — - 2. Other �L�fr ��v •�NM��, Total Area Iz 7A Allowable AreaLo1_g� — Allowable increases lOR�� "�'• 3'��. ). too Occupant Load 04ftc1_ sq. ft. ® . 5q. ft./ occupant= 1 KF • _ sq. ft. c,& sq. t./ occupant= 33 2. sq. ft. ® M.7f sq ft./ occupant= —sit Other Total load Value .-- sq. ft. 2 / sq. ft.= Permit + Plan Check - 4% - --- Total Sewer _2 _ a c r e s= �Z•____, D.U.s x fi8QV 4K 700 INV. Surcharge Insp. Fee _ Total Parking _ Spaces (M 50.00/space Comments : - CIN OF TIIFAPD WASHINGTON COUNTY,OREGON November 23 , 1981 General Telephone Co. of the Northwest 1800 - 41st Street Everett, Washington 98201 Attn: Mr. Jack Collins PE: GTNW Project No. 5460-72008/ Tigard Central Office Addition Gentlemen: As directed by Mr. Henry Hardnett of SOM, we are forwarding herewith an invoice for sewer connection charges on the referenced project. The charges, as determined by the Unified Sewerage Agency, are based upon one DU (Dwelling Unit) per quarter_ acre. The site is 7 .39 acres which is the equivalent of 30 DU's . Since two DU' s have been previously paid, the balance of 28 DTI 's (at $775 .00 each) must be paid prior to issuance of the building permit. Also enclosed is Sewer Permit No. 23862 . Pleasa sign and date the permit (Applicant line) and returr all three copies to this office with your check in the amount of $21 , 700 payable to the City of Tigard. Your attention to this matter is appreciated. Very truly yours, o Denali] W. Howick Building Department DWH/pl Cc : Henry Hardnett, SOM `--- iRJ�`6}ShCxVS4010 P.O. BOX 23397 TIGARD, OREGON 97?21 °H: 639-4171 - -- 12755 SW Ash f SEWER PERMIT N? 29Ss2 Unified Sewerage Agency November 23 , 198; of Washington C,)unty CITY OF Tigard DATE _ OWNER : —S+e 1. of the Northwest PHONE .(206) 258-0326 OW^IER ' S ADDRESS: _ ISOO 41st Strec&t Everett, Washington 98201 -- TYPE TYPE OF INSTALLATION : ❑ SIDE SEWER ❑ LINE TAP AND SIDE SEWER ❑ LINE TAN TYPE OF OCCUPANCY: ❑ NEW ❑ EXISTING ❑ SINGLE FAI•tILY ❑ COMMERCIAL. ❑ EXIS'T . (PRIOR TO 7- 1 -70 ) ❑ MULT. RES. ❑ INDUSTRIAL FIXTURE UNITS --- DWELLING UNITS 28 ADDRESS OF STRUCTURE : 88-4Q-- SW Burnham Street, Tigard _ Permit Conditions: The applicant agrees to comply with all rules and regulations of the Unified Sewerage Agency, When calling for Inspection, please refer to the Permit Number. The Application expires in one hundred twenty (120) days. The amount paid will be forfeited should expiration occur. The Agency does not guarantee the accuracy of the location of side sewer laterals. If the sewer Is not located at the measurement given, the installer shall prospect three feet In all directions from the distance and depth given. If not so located, the installer shall purchase a 'Tap and Side Sewer' Permit at the current charge and the Agency will Install a lateral at the location specified by the installer. FEES: PERMIT FEE $ _ CONNECTION CHARGE 21 , 700 . LINE TAP INSTALLATION ISSUED BY OTHER _ TOTAL $ 211 '700 . ~ APPLICANT DATE SEWER PERMIT N? 23562) ADDRESS OF STRUCTURE 8840 SW Burnham Stte(>t TAX MAP __2Sl-2I)B TAX LOT 100 _ SYSTFM F'anno Crc,ek LOT -- BLOC, -- - OF D.W. Howick w 11/23/8.l_ APPROVED BY DATE ISSUED BY DATE D. U . ' S 28 REMARKS 30 DU ' s less 2 paid = 28 ale + N-5 t y tt'.. IIA""." - "IINM '+bri+w r`.•(3.l•�., A.• it 1 p�,.�+�.+�M�p,'.r`f 4t. � .}' t . �, •� �• '� ?AtBM. YIAfUtt�i`Iklt �llli�4 'r! �tA .r ''f lip "? ri4A�R .�f ' in , lNit{} dr. k�•. - .Y f ?cif. wo tq • a� o ..L" +r •. oz t�._ c m u v !'+•`it4rR tic „^" r•1 � .•�. to (z , u ,t .. ,-A D w tf) .• " f -.OiF� � F— CD m tip'+` �:y '• ;'4"= f ) uu • 3 -7f p., U �' •''+. N `+tel '�I,ftt.' ,,E x bpi AN- U '-J +•r t 4 �f+teF �T4 Q V u cli Iu. IF L.4 cr d T m O U U t. t i �• � t 1 } . . t i t , {`('� t i l—_ Y.L_F�.A_- ..GL•I�IYYlMYVYT1EGETf i•i.N �_T.��"�.'_"T'"'•'�:r. '• I F `f,`\ J Yl��l��. tf: V, .i1'• �`(�_ �" I rll� -• ,'� '�. ,�Y ' r+r+r+. �./. �j�ry �.r `o o t!F''•�r t u +rA. :�'•WF" 1.N�{'.e�. ! � A , 4� + �nMltt 'd�. �,FA +IIIN +1 �t�,t tM �4� f rt, l e rf ,�1.� •,�;. a•R b � '�t t�� ,'°L'`',ti+Sn�, }:'rw.kr<-: ,'.��, „�i ,�,et-' � �•��iY�„,� ;AI ,, t I ` 1 � �,�•�� %.! I �M.+�''�. �4 A�� t � �' f (L �. ., �: • �t fl, � w .r � ,� i'Ilr -•,• "� �t�'ti`` �-�s .�i!�:an:.lid;.7 �5 y,�'� �h;•�r�pG � .�r..� 'tvr' „aN;.�\�.'Yf �..,.�+-Yy�y,•y �'�y'' �F ° ` M • %, "'i.,f .��, r r.. � ,;, r a '4�•. �o _"'�ayu, r.� . '�a� ��,_y.� .'�•``:.e�''t ...n ��'�, STC OFFICE (2nd Floor) BUILDING PERMIT APPLICATION TIGARD DATE_-_-- 2/1 q/ ,is `' �0 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 onicE-3 tax LOTNO._11J(1 OWNER Gen. Tel d Elect'4BADDRESS j640 5U Burnham Strest ARCHITECT ENGINEER BUILDER R.A.Gray & Co. ADDRESS 1144, SW Tiedeman DESIGNER GTE STRUCTURE D NEW 1%REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAI- ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE rl=mM Ll EDUCATIONAL ❑ GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT P GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY f3" LAND USE ZONE C73 BLDG.TYPE 3-1hr. FIRE ZONE_. . - _ PLAN CHECK FiY etW HEAT Conetr.ur.t new second floor office space all per plans and code. SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT _ NO.STORIES_ AREA 209 NO.BEDROOMS VALUS 3 p 0100. BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit $24.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 12.00_ WORK WILL BE DONE. IN ACCORDANCE WITH THE PLANS AND SPEGIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 36.00 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 4 � .�� _ Total 536196 SDC- - PDCM APPLICANT QR AGENT --� By P1 , — Recelpt No. Approved (h 1 ADD tss PHONE I i1 _DATr 'NSP TYPE INSPECTION REMARKS PLUMBING DATE Conframw Pe-mit No, Ac.qh-in FTF i x -u re — H EATIN—G Cortactor Permit Nc. Gas� oil Rc,,4min — - SEWER DRIVEWAY Fina. Storm Drainage (Rai"Drain)Final Sid-walk curb A Street Final 6LDG DEPT. FINALAprr each TEMPORARY CERTIFICATE OCCUPANCV--f------------ CERTIFICATE OCCUPANCY (F,n Landscjviog • 1 Tualatin Fire District Iinspectlo l4otice i 8405 S.W. Ripen Road � Tualatin, Oregon 9 062 � Phone C ' 01 I Building Name4-- 1"nrsuant to Section(s) of adopted codes, the following item(a) require co"ectina: _ r CALL FOR REINSPECTIOIN OR BUILDING DEFT. T Skidmore,Owings & Mer•ill ANCHirECTS,PLA„NEPS 9005W5TdAVENUE PORTLAND.OREGON 97201 AREA CODE 507.228.1171 December 18, 1979 Mr. Aldie Howard Tigard Planning Department City of Tigard 12420 S.W. Main Street Tigard, Oregon Subject: General Telephone - Tigard 'centra Offln Addition Dear Mr. Howard: Enclosed is the signed acknowledgment of the staff report from the owner. We will work with the city engineers office to coordinate half-street improvements along S.W. Burnham Road and understand that this work must be completed before issuance of an occupancy permit. We have received back comments from the State Plan Review and trust th- t this acknowledgment will help expediate City of iigard Plans Review. —Sincerely, James A) Jerde Skidlno�e, Owings & errill JAJ:cf Enc losurp,-- f c.c: T4165 Howick, Cite v fiyard Tim Meuret, GTt / STA:C REPORT (Revised) TIGARD PLANNING DEPARTI✓ENT CIM OF TIGARD 12420 5W Mai* Street December 4, 1979 DOCKET: Site Design Review (SDR 50-79) APPLICANT: General Telephone Company of the Northwest, Inc. 8840 SW Burnham Street, Tigard, Oregon LOCATION: 8840 SW Burnham Street (Wash. Co. Tax Map 2sl 2DB, Tax Lot 100) REQUEST: Site Plan and Design Review for an addition to the General Telephone Company central office. SITS; DESIGNATION: M-4 Industrial Park SITE PLAN AND DESIGN REVIEW: The applicant is proposing to construct an addition to the existing General Telephone Company central office building. The sublect site is designated "Inc?ustrial" on the NPO #1 Plan and is zoned ;t-4 Industrial Park. .ihe c.pplicant is in conformance with applicable NFO Plan Policies. The proposed parking plan needs to be revised to (a) provide for properly maintained landscaped island- of a ndnimu,n eight (8) foot in width within parking areas at approximately seventy (70) feet on center each way; include two (2) parking spaces for the handicapped a minimum of twelve (12) feet in width to allow isers to maneuver out of vehicles, to be adequately marked and to be situated near building entrances to eliminate wheeling or walking behind parker] cars, and to ensure movement free of barriers such as curbs and other abrulpt chca:ges in level, (b) provide a five foot raised landscaped median along the aLutting parking stalls. STAFF R-CORMENDATI0N: Staf`: recommends approval of the preliminary Site and Design. Plans subject to the following conditions: 1. That the applicant revise tr,e proposed parking plan co include two parking spaces for the hand'.capped, a minimum of twelve (12) feet in width to allow users to maneuver out of vehicles, to be adeivatEly marked and situated near buil dl'iij entrancE(s) to eliminate wheeling and/or walking behind parked cars, and to ensure movement free of barriers such as curbs and other abrupt changes ic. level. - 0EIMLPR�� r ^,TA^F REPORT (Revised) TIGARD PLANNING DEPARTMENT General Telephone Co. of the NW. , Inc. (SDR 50-79) December 4, 1979 page 4 ?. That the applicant construct half-street improvements along SW Burnham Road to City collector street standards prior to the issuance of an Oc::upancy Permit. 3. No changes will be mads to approved plans or specifications unless fonnal appl..icatic:i is made to the appropriate department and changes are appro-md by that department. Application for changes will be made in writing and shall include applicahle drawings, engineer'_ng 3peci- ficatio,.s and other �!-tails request%d by the department.. No construction shall take place in these .nstances until after the changes have been approved. Any deviation from this condition will result in the immediate posting of a stop work order on the project or any portion of the project. RP n.'_seil and Reviewed by 6 Planning Director NCC : This a-knowledgment must be signed and returned to the City of Tigard, Planning Department. Failure to return th,.s acknowledgment will result in no further action on this project with regards to issuance of Building Permits or engineering approval. Sigiat.ure Date ' CC: Building Department Publi•: Works Department vmc � 4 t W a a c + S >- ami O U S _J 4-vi cea LA � --yAA I � � y n L •4.� .�. 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I 31 lu CD 3� f I � I f I i Lt -311 CP ! 1 1 vi vi I f ' 11 v vvi If ? c v s' �j f 1 Ti cud 4-3 O a, S C 1 r r- ro O� d ai b� _se +, 4-+ �1 i ., 3 E TS i Q L, � }, z ro � `J o 4-) 4-1 r p L ro v aJ 4 3 � 3 ` a) c u O O u r roarc 'Vi i (u 4 � Y ro r N a, ¢ a) U) v, :3 Q+ u L r X) C 3 •r v r 4- 4 4 Qi l 4- v l N r- O L C -• N LL- N n� CT ro r Qi .r }� 1 N v I i 1�..1 VVV cY v L L r Ql i v O K m v C to¢ 1n LL. � ,� �� u I n o /--N Q I O^ 0 nW CC'j -- O v -� - r- U U y S LS Q,N �I 6 Old �+ (� 4- a) Y N 4-1 C C) O C O a) L a) Y i CV u VI vOi a) a) ++ Croi.•L- ro 4- 0 4-I N E M aJ C p i-+ J y v N O 7 L tT+n C to L E 4- LO a) O L (a Q) N (1) C• O t v L N .c v CL ^ 11 c n u i a) 4 O a- L 4.+ aJ Tr✓1 E o n 4 u u .0 ai v r. v I O O r O LL. C N Cl. r +-+ ++ al ro N �+ N E 3 a) al b L u r L a1 O- O v 41 u 4-+ ICi N C 4.3 U r- N r Q N r r C: 0 C a) N b E c u N tl v 4 4- a) C • _1 ro C a) +•+ O a to C1, a) ra L to E E N L u N L c u i o 0 0 0 ro L C C C d t7 O O _Y ro Q, 7 co rtl to t' (a N L 0. 3 L L L N t t ru 0 CV VN, rn to Q+ a) O v v a) v u O, a) +•+ ++ M++ V u u u C [, r. � >, L >1 C v u 'Q Y7�� TJ L LL LL. S a) cn d `; =� U U U tu i i i L cu r- + Q I) r.. S- 'r •r c cl =S LL- U. 4 U- LLI DEwPARTMENT of coMMIRCI—PLANS BSv11W SECTION NOTICE OF PLANS REVIEW �»Ys�>�E:3aawtaac:aafNxztao�I Tmmc �+�.� ~ CENTRAL OFFICE. 13111 LDING (7 M1t is MOT A BUILDING PERMIT) buildin, _._' E' BAk LFPt10NE CO___ _ 8 340 SW_BURNIIAM ST. , TI ARD ._ No. —79-1554 Building Address County _WASHINGTON Occupancy 1i-2 — Const. __� I__ sound value $900,1100. Plan Fee $514.f10 Architect PAVID ART .___ New Bldg. ❑ Adl tion in Alteration ❑ Date Received 11/16/71' Owner GENFftAL TELEPHONE CO OF^I'fIE N.W—.Addre•s 1SQ0 - 41ST .S.T. EVVEE,�RE, TT.WA Date Reviewed 1213/79 ADD 7 hJ34 4.15.4"1. N S - N S LU1 N S 3 I'� stories 2'J*Y4AI„_�1_94 — ___ ,�_ firs Well.�_fire Euapn Exits It. Mai rl. B.wm.nt he. stops Tot.w,dth blain YF S.J NO _ Vert. shafts —N J_ - 4 sprinkler• /_ X ,PA RT I A IM,n. Alarm Closed Cloud Nor Ye. Area Cover" Int. Sin E.1. Eat._LJ/S-�J�'+ He Der. N/S /—�J__._____—_ Floor CONC eeilingA-�.CCy.TI—LEI{oof-.IU-I�. Ste.Mernben CON Class No. Type AteaCo.& IonC Well cov.r CON / NC[_vY1}Irr. rm. encl. _ YES _ Type flue _____r�/s Type Mtg. System _.r'_QBUR- ►111 Fwl N S Eel. Int The submitted plans have been reviewed for conformity with fire protection s;Itutes and regulations of Oregon admin- istered by this office. Items No. . . ___1 71__26,_._21;_ checked on the enclosed list are Pppliclhle. These items and any specially noted provisions must be incorporated Into the project to meet current fire protectior, regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliar,ce with any applicable regulations of local governr,.ent. REMARKS: _ 1� I�1[i S I.S'_A FIRE AND LIFE SAFETX PLAN_REVIEW COVERING THE ADDITION TO A BUILDING INDICATED '1'0 BE IN FIR_E_ZUNE2. TIEIS REVIEW IS BASED ON THE FIRE AND LIFE SAFETY PORTION_S_OF THE 1976 EDITION OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE* 2) DUE TO THE SIZE OF THE ADDITIONS THE ENTIRE BUILDINGS INCLUDING THE EXISTING, 1S �^ _ REQUIRED TO COMPLY WITH ALL REQUIREMENTS OF THE BUILDING CODE. ADEQUATE INFORMATION IS NOT SHOWN ON THE PLAN TO DETERMINE. FULL COMPLIANCE OF THE EXISTING BUILDING. SEC.106(h). )PLANS ARE&CCEPTA'13LR SUBJECT TO IVE ITEMS NOTED ABOVE AND THE AP O AUTHORITIES HAVING JURISDICTION. Examined by Copies to: APPLICANAFI LE,DEPUTYtSFMSOWNER,�G.DEITT%I F I RE DEPT.S ELEC. PBS•l � �---C�- SP•7ASbifit� STATE OF OREGON Adopted 1-1-78 DEPARTMENT OF COMMERCE Fire i Life Safety PLANS REVIEW SECTION Plan Review Number V- LHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQUIREMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJECT. Approval of submitted plans doss not constitute appro•-al of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. 1. Structure required to be Type throughout due to area, height, occupancy, Fire Zone. 2. One-hour fire resistance rating required for all interior construction. 3. All living units required to be completely separated by one-hour fire resi;+.ive construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 3304(q) 5. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Reliqhts in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. 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 self- closing and latching Claes B fire door assemblies _ one-hour rated, one and one-half hour rated. Sec. 1706 S. Attic areas require draft barriers as per sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided) Sec. 3205 9. Voids created by tailing-floor systems require draft barriers not exceeding each 1,000 square feet. sec. 2511(f) 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1976 State Structural Specialty Code, Section 1710 11. Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. wood frame construction requires firestopping of both vertical and horizontal draft openings at maximum intervals of .10 feet. Sec. 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. Handrails are required on all %tairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 14. Open stair railings and guardrail3 shell have intermediate rails or rlosures with no openings large enough to pass a 9" sphere. Sec. 1716 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3303 16. Exit doors from lobbies, =orridors and assembly areas require panic hardware. 17. Hardware for all doors required for egress is required to be of simple type having no pro- visions for locking against egress, with obvious method of operation. Flush bolts other than listed automatic are not acceptable. Sec, 3303 (Ems exception) 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be Lranspurted in wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear openinq of not less than 5.7 square feet. The minimum net clear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 44" (inches) above the floor. (Over) .10. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec, 4203 :1. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 10001d for one-half hour. Sec. 4202 72. All curtains, drapes and similar furnishings are required to be noncumbuetible or rendered and maintained flameproof. Sec. 4205 21. With standard spacing, rows of seats between aisles may not excted 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 24. Standard seat row spacing must provide a space of at least 12 inches from the o,,ck of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(j) 26. Heating, cooking, air conditioning and similar nervice equipment are required to he approval 4- 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 recognised safe practices. The installation of ventilation systems is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air- plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hnur separated room equipped with automatic sprinklers. 11 20. A.S.M.E. approved pressure relief valves are requited for all water heaters, installed either in separate water tank port or in port for hot water lirr. Shutoff valves ray not he located between a water tank and relief velve. 2n. A firefightinq w; ,er supply is requires within 500 feet of building that in capable r producing 100 gll.n (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water s,,pply as required. 30. interior wei standpipes at least 1 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American Natio::al Standard Thread. Where standpipes are served by sprinkler pipinq, see 1973 NFPA Pamphlet 013, 3-7.7. Ser„ 3804 31. Approved automatic sprinkler protection throuqhout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all auxiliary areae, including dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacinq at least 5% of stage floor area, openable by hand from stage floor and by fusible link or other heat activated levies, are required. (Sec. 3901-06) 14. Ar: approved fire alarm system conforming to 1972 NFPA Pamphlet N72-A with signals audible throughout buildinq and manual alarm sending stations adjacent to exits from each floor or area are required. 1S. :11" x 30" access to attic spaces is required per Section 3205. 36. All exit doors and access ways thereto ere required to be identified by approved electrically illuminated signs nerved by two circuits with one separate f•om 111 other circuits. ':ec. 3312 37. An emergency power systen is required for the __—gymnasium, auditorium, building to maintain exit illumination for not less than cne-half hour in event of public utility failure. Sec. 3312 38. Fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., approved f..r su:h mnuntina, or installed to provide at least one and one-half inch air space betwe-n the fixture hnusing and combustible material. 39. Conformance with 111 requirements for the removal of architectural barriers to the handi- capped is requited is rompliance with !Chapter 31. NO9'ES: 1. l,,cal regulations or insurance standards for mnet favorable inserance credit may, and often do, exceed these minimum State requi�ements. 2. This review does net cover O.S.E.A. (O.S.H.A.) regulations. 3 This review does not cover Medicare-Medicaid regulations. 4. Oregon State Health Department. BUILDING PERMIT APPLICATIONcOFY TIG ARD DATE r'�arck� 1 _i ,9_,� �- �: THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED 13UILDERPHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PIANS AND SPECIFICATIONS. OWNER PHONF •-%u. OWNER lJ•T o)" LOT NO. J09ADDRESS �'4U ��• E,:arrll�: jr. I FAME ADDRESS ARCHITECT BUILDER K0gt K0f'r-v, U+.:t•Sa:l- ENGINEER r,1 ADDRESS DESIGNER STRUCTURE uNEW ❑REMODEL — ❑ADDITION ❑REPAIR ❑RENEWAL (—]FIRE DAMAGE [:]DEMOLITIONIDENCE ©COMM ❑EDUCATIONAL `0GOV'T ❑RELIGIOUSDPATIO ❑CARPORT ❑GARAGE LISTORAGE 0SLAB LIFENCE L.19OND C1 MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED []SIGNS OCCUPANCY_e_fe_LAND USE ZONE '--BLDG. TYPE -'; a FIRE ZONE PAN CHECK B_Y EW NEAT const, 91 high post on first floor and new partition and c0ilin 9 .�n aiucutici s spprc�ue �s »u I.c£ to re TP—ti sae s y c f.'c a Jah silo to h. �+ pr LOAD i Dl� r nr1�>• �nnt u�., �rt#tiC� Uca LC)AD__ F -- LOO[iyO�U_ NO,_SIORI_E$_. _ ARES_— _ NO.BEDRQ9M�____VALUE BUILDING DEPARTMENT SET BACKS FRONT Permit b - -_- __ ___REAR - LEFT SIDE RIGHT SIDE Plan Check THIS PERMIT 0-4 ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING THAT THE WORK WILILL..NS BE DONEANDpINLACCORDANCE WITH THE P ANSAPPLICABLE COES ANDI AND SPECIFICATIONS AND N COMP AND IT IS HEREBY LANCE WITH Sub total _ ALL APPLICABLE CODES AND ORDINANCES. THE IS,3UANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CIT State Tax 1*44 LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Y BUSINESS Total 49,4d By iib+ �— APPI SCAN! Op AGENT — ARproved Receipt No J ADDRESS PHOPME I I DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE 1 t''�.L�-1 _ Contractor _ Permit No. Rough-in Fixture Final _ HEATING Contractor — Peunit No. ias or Od Rough-in -- -- -- - - --— Final — --- SEWER Final _ DRIVEWAY Final Storm Drainage_ (Rain Drain) Final rLandscaping k Street Final ch BLDG DEPT FINAL TEMPORARY CERTIFICATE OCCUPANCYCERTIFICATE OCCUPANCY Final Address Permit No... /;0� Permit charge Owner ,,,�.ta >> _�,�,�. Connection fee � �. �..144� ' Paid by �__,.�_,.. Type of building Date connected_____ Service rate Inspection fee_ Contractor Paid by_ Date_ Size of connection Assessment Paid r� x, f /oma •�.;! i /�orc 1;)a U4°1°'-� 1./r..4.c /t Permit No.� y y Permit charge ` Owner fee— Paid Connection fee Paid f UCS by Type of Building (:3 Date connected Service Rate_ Inspection fee / (� 05) ContractorPaid by Date Size of connection Assessment Paid PERMIT TO CONNECT j.7 Tigard Sanitary District PERMIT N? 1224 DATE_ — -'• �r _- PERMIT I9 GIVEN TO -� / .yet• f . OF ly 7.;z el .T.. TO CONNECT A �'- TO THE SYSTEM OF TIGARD SANITARY DISTRICT THIS PERMIT MUST BE POSTED ON THE DESCRIBED PRIMISES UNTIL CON- NECTION 119 MADE AND INSPECTION OF CONNECTION HAS BEEN COM- PLETED. dl 7Ss v-v PERMIT FEE PAID $............:air..t::a..........TIGARD SAIr1'j•ARY DISTRICT of 00 --------------- i CONNECTION INSPECTED AND APPROVED — Date Superintendent _—___ PERMIT TO CONNECT Tigard Sanitary District- PERMIT istrictPERMIT 1119 1199 DATE -- —� PERMIT I8 GIVEN TO OF TO CONNECT .4, Ar TO THE SYSTEM OF TIGARD SANITARY DISTRICT AT THIS PERMIT MUST BE POSTT;T. ON THE DESCRIBED PREMISES UNTIL CON- NEC"1fION IS MADE AND XNSPF:CTIC:N OF CONNECTION qAS BEEN COM- PLE'T'ED. PERMIT FEE P.AID ;.....'."..........,........%.,.......TIGARD SANITARY DIS':RICT By -- - - - - - - - - - - - CC,NNECTiON INSPECTED AND APPROVED �� DateJv Fciperintendmt ktreN'43f� rr