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9000 SW DURHAM ROAD-26 o �a nr t , H �c r• ow o � r• d� H 6 � a r• ti O . n r• L i 9000 SW DURHAM ROAD -- TIGARD HIGH AUDI'iORIUM �-- MICHAEL J. KA,,ANAUGt1 ATTORNEY AT LAW 012 S.W.WASHINGTON-SUITE 1 1 1 1 PORTLAND.OREGON 97205 1!5)31 226-3631 November 30 , 1983 Tualitan Valley Plumbing & United States Fidelity & Guaranty Heating, Inc. P .O. Box 1701 P.O. Box 1327 Portland, Or. 972.07 Beaverton, Or. 97075 Bond No. 6?-0110-252.1-78 Robert M. Welch, Individually City of Tigard 4400 S .W. Rose Lane City Attorney Beaverton, Or . 97075 City Hall 12755 S .W. Ash Tigard, Or. 97223 re: Tigard H.S . \uditorium construction Gentlemen, This office represents Gene Matney Const. Co. Recen- tly, serious probleats were discovered with respect to the work of Tualitan Valley regarding the backfili material and improper grading of the storm drain and sewer lines . Cost of repa; r is expected to exceed $10 ,000.00 . We find that, at least, all of the above parties are li- able to some degi._,e for the cost of repair . Communication with this office immediately is requested in an effort to resolve the problers as quickly , efficiently, and economically as possible. We intend to file suit as soon as possible if that be- comes necessary. Very t 1 0 s ti Michael J . {avanaur.,h cc : Gene Matney John Hensley CITY OF TIGARD Plea—vabing Permit 3'1 Cd 6 Building Departmant r}" NO. - Residential ❑ CommetkJal ,.. :: ry ❑ Addition ❑ Alteration ( ''� Da3te '-' C New Installation El neplace • Plumber) r1' •! � " ✓�, ;.�-,- �_-�} - Owner �'r��:� C c�_� � � Address _ -_ Job Address '7 , t l,' �,�. "-)=•-- Flhona -L- Applicant _ -- ---- -- CITY BUSINES I ' SE REQUIRED FOR ALL CONTRACT URS AND SUB-CONTRACTORS _ .TEM FEE TOTAL _ITEM - NO. FEE TOTAL Fixtures-Traps 7.50 — Sewer:First 100 ft.i- 30.00 ^0 Each Addit.100 ft. 15.00 _ Dishwasher _ -- ---- ---- 50 Ejector Pump 7.50 _- Guroag 9 Diaposcl -- - --Water Heater -�7. 0 Water:First 100 ft. 20.00 Each Addit.200 ft. 15.00 - Backflow Preventer ----- - - Storm&Rain Drain-First 100 ft. 30_00 -�-� - _ Each Addit.200 ft. 1500_ -v- -- — Mobile Home Space___ 25.00 —_- Rain Dra'n Single Fam.Dwelling 15.00 --` Other(Specify): Comments: --- -- -- - - PERMIT FEF -yam--- --• Issued Dy: - - STATE A/o .r App4r not -- _-- T--- - Receipt No. F Signature TOTALJ For Plumbing Inspection Phone 639-4171 1 t'nn.ctruction Intp,-urn&Relstai:1'csic Carlson Testing, Inc. P.O.Box 23814 I 6 X 12 CONCRETE n9ard,Oregon 97273 REPORT OF _ TEST SPECIMENS Phonn(503)884-3460 Date Molded: 12-3 19 82 Job rllo. _ CP-1266 Client: Gene Hatney Construction Co. Project Tigard High School Auditorium & Counseling Center Address: S. W. 92nd & DUrham Road _ Contractor: — Gene Platney Construction Co. Sub Contractor: __ ---- Oregon Ready Mix Truck No. 38 Ticket Plo. 006205 Concrete Supplier. _ �__ — ---- Cast By: H. Payson lest Time: _ __ ._ Load No. _ - Showers Temp. High: _ 60 Temp. Low: 50 Weather. _ -- Location of Placement: Upper Audi tori um_Stepped Floor. -- Cu. Yd:. ___ Concrete Temp: Strength Requirement: 3000 _ PSI (a 58 _days Slump 4 alp —Cemen;Type Mix No./No. Socks Mi X# 18 Air Content. __ Max. Aggregate 3/411 Admix. Amount - 0. 5% — Brand: Cal ci um Chlor- Admix. Amount: — Brand: --Nt`-WI_e1=___ Set Test (a Registe, Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI Nom_ 7 6371 12-5 12-10 67,886 28,27 2400 61 2g 6372 12--6 12-31 1029980 28.27 3640 66 286373 12-6 12-31 103,310 28,27 3650 G6 HOLD 6374 12_6__ 12-31 _ 105,544 28.27 3730 66—_ I I Remarks: cc: City of Tigard --- Selig/Henslee Ressger & Gotchal 1 Tigard School Dist. #23J s C,On.Ytructior lnslwc(ion R Related 7estt Carlson Testing, Inc. PO.Box 23814 REPORT OF r X 12 CONCRETE TEST SPECIMENS regard,Oregon 97223 —_ – Phone(503)6843460 12-9 82 1266 Dote Molded: ._. 19 - Job No._CP-- — Client: _ Gene Matney Construction Co. Project: Ti Bard Hi gh School Audi tori um R Counsel i ng Center — �^ Address: __ S• W• 92nd & Durham Road Contractor: _ Gene Hatney Const. Co. Sub Contractor: Concrete Supplier: _ Orr'�On Read), Mi X -- Truck No. 37 Ticket No. 006305 Cas!By: H. Payson Test Time: Lood Ho. Weather: Fair Temp. high: 40 Temp. low: 30 Location of Placement: Second Stepper! floor pour (Audit rium _Cu. Yds. _Concrete Temp: Strength Requirement: 3000 PSI ® 78 days Slump 4 Cement Type _— Mix No./No. Sacks__ Mi X# le Air Content Max. Aggregate 3/4" — _- 1/2 Calcium ChIorAdmix. Amount: .� Brand: Hot !dater Admix. Amount: __—__ Brand: —_ __ —_ Set Test® Register Date Date I —Unit Total Area Unit Report No. Days — Number Recd Test Wt. Load - PSI No. 7 6629 12-10 1 12-16 72,337 28.271 2560 62 28 6630 12-10 1-6 28.27 28 6631 12- 10 1-6 28. 27 HOLU1 6632 12-10 1-6 28.27 I --L— — ----- -- Remarks: cc: City of T 6rd _ esseger t Go-tc -al— Selig/Henslee — ilgard bc ool Dist.# (.rrnfrurterrn ln.t.,iirrn n-Rrl.rlcJ li•f Carlson Tesfi lgy Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCPETE TEST SPECIMENS Tigard,Oregon 97223 �— Phone(503)584 3480 Date Molc ed: 12-9 19 82 .lob No. CP-1266_ Client Gene Matney Construction Co. Projert. Tigard High School Audi tori urn & Counsel i n(1 Center Address S. W. 92nd & Durham Road Contractor. Gene Hatney Con,t. Co. __ _- Sub Contractor: Concrete Supplier: _ Oregon Ready Mix Truck No. - 37_____. Ticket No. _ 006305 Cast B H. Payson Tail Tims: Load No. Weather- Fai r Temp. High: __ 40 Temp. Low: -- 30 T-- Location of Placement: _._ Second Stepped floor pour_ Audi tori um) Cu. yds. Concrete Temp: Strength Requirement: 00C) FSI (a — 8 _days Slump 411 Cement Typ,. I _ Mix No./No. Socks Mi 0 18 Air Content Max. Aggregate__._ 3/4 Admix. Amount: __ 1/2'0 Brand: Calci um ChlorAdmix, Amount: ^ _ Brand: Hot eater Set Test( Register Dote I Date UniT Total Area Unit Report No. Days I Number Recd I Test Wt. Load PSI No, 7 6629 12-10 12-16 12-16 72,337 28.27 2560 62 28 6630 12-10 1-6 _ _ 103,930 28.27 3680 67 28 6631 12-10 1-6 101,520 28.271 3590 67 T -� HOLU 6632 _ 12-10 1-6 101,965 28. 27 3610 67 i I Remarks: _ cc: City of Tigard esseger otchall Selig/Henslee —` igar 7- ooTT 1sT . W 27 —__ Cons(I Iwrioa Insp-Iron& 'tCIA trd 7i•4ts Carlson `Westing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS ngard,Oregon 97223 Phone(500)684-3460 Date Molded: —12-14 _ _ 19 82. Job No. CP-1266 Client: _..- Gene Matney Construction Co. Project: ..__._ Tigard High School Auditorium & Counseling Center Address: _ S. W. 92nd & Durham Read Contractor: Gene Matney Const. Co. Sub Contractor: Concrete Suppler: Oregon Ready Mi x Truck No. 37 Ticket No. 006368 _ Cast By: _ B. O'Connor _ Test Time: . 8:00 Load No. l_ Weather: _ Rain Pour i ndoors —� Temp. High: — 50 _ Temp. Low: 40 Location of Placement: _ Audi tori um rows 5, 6, 7, 8. Cu. Yds. Concrete Temp: Strength Requirement: -- 3000 _ PSI ® 28 —cloys Slump 411 Cement Type I Mix No./No. Sacks. Air Content __ Max. Aggregate 3/4".— Admix. /4".— Admix. Amount: 112% Brand: Calcium Chlor Admix. Amount:— Brand: Hot Water Set Test a Register Date Date Unit Total Are,i Unit Report No. Days Number Recd Test Wt. Load PSI_ No. 7 6675 12-15 12-21 81 ,201 28.2.7 2870 64 7 6676 12-15 12-21 82 ,540 28.27 2920 64 28 6677 12-15 1-11 28.27 28 6678 12-15 1-11 28.27 177 Remarks: ._CC: C 1 ty of T1 gard Resseger & Gotchall Se l i g/Hen s l ee Tigard School Dist. #23� ConstrurNrm Inspection[t Related Tests aurlso� Tes��, Inc. REPORT OF 6 X 12 CONCRETE P.O.Sox 23814 TEST SPECIMENS Tigard,Oregon 97223 Phone(503)W-3460 Date Molded: 1?-14 19 82. Job No. CP-1266 Client: Gere Matney Construction--Co.--- Project: onstructionCo.project: Tigard High School Auditorium & Counseling Center Andress: S• W. 92nd & Durham Road Contractor: Gene Matney Const. Co. Sub Contractor: Concrete Supplier: _ Oregon Ready Mix Truck No. 37 Ticket No. 006368 Cast By: _ B. O'Connor Test Time: 8:00 2 load No. Weather: _— Rain (Pour indoors) Temp. High: 50 Temp. low: _ 40 —_ Location of Placement: _ Auditorium rows 5, 6, 7, 8 Cu. Ycls. Concrete Temp: Strength Requirement: 3000 _ psi ® 28 _day%Slump 4 Cement Type _ Mix No./N,!, sacks_ Air Content Max. Aggregate 3.L4" Admix. Amount: 112%__ Brand: Calcium Chlor Admix. Amount: _ Brand: Hot Water Set T Test® Register Dote Date Unit Total it No. Days Number Recd Test Wt. load Area Unit Report _ PSI No. 7 _ 6675 12-15 12-21 81,201 28.27 2870 Y64 �^ 7 6676 12-15 12-21 82,540 28.27 2920 6_4 28 6677 12-15 1-11 117,675 28.27 4160 U8 28 61178 12-15 1 11 119,930 28.27 4240 68 Ret-nrks: _ CC: City of Tigard Resseger & Gotchall - — �— _ SeliglHenslee Tigard School Dist. #23J -" -- -�- JO # rill 9 � „� IUfl � fl , CI UHL' OJI � ICI sp P 0 BOC 177 • TUALATIN OREGON 97062 • PHONE 687-1601 'The following tests shall be witnessed by a member of this Fire Districts ' Fire Prevention Office staff. NFPA--13, Section 1—il . i. Please call Por an appoint- ment no less than 24 hours in advance. Flush ( test ) the underground and lead in connection as per NFPA Standard No. 13, Section 1 -11 P. 2 and 1-11. 2. 3. NFPA 13, Section 1-11. 2, Hydrostatically test the underground piping system with as many unlouvered ,Joints as possible N► PA 13, Section 1--11. 3 and NFPA C4, Section 03 - aTid Section A-0-9. 2(a ) Hydrostatically test the automatic sprinkler systems ) as specified in NFPA 13, Section 1 11_3. All drain facilities shall be tested with the control valve of the drain or inspectors test wile oppn. NFPA 13, Section 1-11. 5 and 2 -9 -1 All alarm functions shall be tes'-ed. NEVA 13, 5caction 1-11. Water flow, air ,maintenance, and control valves shall br supervised in compliance with NFPA Standards 72 series by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location UBC 3802 (c ) this structure (or tenant space ) has not received a final inspection and is NOT ,approved for occupancy. Approval of submitted plans is not an approval of omissions or oversights by thin office or of non—compliance with any applicable regcllations of local government Si rl�cre i7rc i 1 F=iT•r Vreventiun Burrau 1L1'III'T3D,, HMM RH R H 41t PHIMIH EMU P 0 BOX 127 a TUALATIN, OREGON 97062 • PHONE 682-2601 r 1 GARD HIGH AUDITORIUM (NEW) DEC 15, I YM-' 9000 S. W. Derham Road Tigard, OR 97,-'23 31LP3— 1 35313 -012-000 Dear Pat Dillon This is a Fire and Life Safety Plan Review for the automatic sprinkler protection system installed in Tigard High Auditorium. This plan review is predicated on th(- 1978 edition of the National fire Protection Association Standard No 1 ;) This review does not cover information For insurance credit. One set of Approved plans, specifications, anplan review shall be kept on the construction site where the work authorized thereby, is in progress. UDC Section 303( b ) . A copy of the contractor 's material and test certificate shall be forwarded to this office after completion of all testing and flushing. NEPA Standard 1:3, Section Install sleeves around all piping that passes through walls, floors, platForms and Foundations NFPA 1:3, Section 3-10. 3. 3 Where wet automatic sprinkler equipment is subject to freezing, it shall be protected by providing heat or insulatior to maintain a minimum temperature of 40 degrees F. NFPA Standard 13, Section 3-10. 1 . 1, 3-10. 1. 2 and 5-2 5. 1 Install not less than 10 spare automatic sprinkler heads in a cabinet and provide a head wrench. NFPA Standard 13, Section 3--16, 7 . d�-8Z t� .tr>•.telMika IIIIIWA s M wter COn.Stn/ction Inspection&Related 7csts Carlson Testing, Inc. P.O Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS T19ard.On+gon97223 Phone(503)684-3460 Date Molded: _ 12-17 , 19�8Z _ Job No. CP-1266 Client: _ Gene Matney Construction Co. Project: Tigard High School Audi tori um & Counsel i ng Center Address: 5• 14. 92nd R. Durham Y Contractor- Gene Matne Const. Co. Sub Contractor: Concrete Supplier: Oregon Ready Mix 38 006405 PP -- Truck No. Ticl%et No. Cost By: _ B• O'Connor Test Time: 8:40 — load No. 2 Weather: Rain (Pour indoors) — Temp. High:_ 511 Temp low: 40 Location of Placement: ROWS 1 thru 4 in auditorium. —-_ _ — -- Cu. Yds. _ _Concrete Temp: _ Strength Requirement: __3000 — PSI28 da sSlum 41z I � P Y Cement Type Mix No./No. Sacks _ Air Content Max. Aggregate— 3/4" Admix. Amount: _ 1/2% -_ Brand: Ca1Cl um Chlor. Admix. Amount: Brand; __Hit. Water Set Test® Register Date Date Unit Total Area _T Unit Report No. Duys Number Recd Test Wt. Load PSI No 7 6847 12-201 12-24 59,519 28.27 2110 65 7 6848 12-20 12-24 58,916 �)8,L7 2080 65 28 6849 12-20 1-14 _ — —I 28.27 28 6850 12-20 1-14 28,27 Remarks -__c. __ City of Ti arch d Selig/Hensle-e Resseger & Gotchal 1 Tigard School Dist. #23J w w w 0instnrction Inspi.-Noa&Rrlated 7;rvis Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97223 �— Phone(503)684-3460 Data Molded: 12-17 , 19 82 Job No. CP-1266 Client: _ Gene Matney-Construct on Co. Project: ----_Ll gard Hi gh School Audi tori um & Counsel i ng Center Address: S. W. 92nd & Durham Contractor: Gene Matney Const. Co. Sub Contractor: Concrete Supplier: — Oregon Ready Mix Truck No. 38 Ticket No. 006405 Cast By: B• O' Connor lest Time: 8:40 load No. 2 _ Weather: _ Rain (Pour indoors) _ Temp. High: _ 51 _ Temp. Low: 40--.,— Location 40 —Location of Placement: ROWS 1 thru 4 in auditorium. _Cu. Yds. __ __Concrete Ternp: _ Strength Requirement: 3000 PSI ® 28___days Slump_ 41;," Cement Type_ Mix No./No. Sacks Air Content _ Max. Aggregate-__ 3/4" Admix. Amount: 112`` Brand: C"C'Um Chl or. Admix. Amount: _ Brand: Hot Water Set Test® Register Date Date Unit Total Area Unit Report No. Days Number R,tc'd Test _Wt. Load PSI Na. 7 6347 12-20 12-24 59,519 28.27 2110 65 7 6848 12-20 12-24 58,916 28,27 2080 65 28 6849 12-20 1-14 99,846 28,2-7 3530 69 28 6850 12-20 1-14 1.00,101 28.27 3540 69 Remarks: _ :C: City of Tigard Selig/Henslee Resseger & Gotchall _ Tigard School Dist. #23J Do Not Write in This Block P�,� STATE OF OREGON PERMIT NO. h! �. Department of Commerce FEE PAID r : Building Codes Di.v:sion DATE BOILER 6 PRESSURE VESSEL SECTION �f 54 APPLICATION FOR PERMIT TO INSTALL BOILER C PRESSURE VESSELS ONLY CRS 480.630 (7) : "No person shall install a boiler or pressure vessel without first securing a permit." Licensed � v—! Business Applicants -- Licensr. No. Name-Address APPLICANT'S SIGNATURE OWNER/USER'S NAME v -` ADDRESS-VESSEL LOCATION No. City Ccunty State Zip TYPE OF BOILER OR PRESSURE VESSEL TO BE INSTALLED:_ MANUFACTURER EQUIPMENT NO. SERIAL NO. AUTHORIZED INSPECTOR (DEPUTY/SPECIAL) EMPLOYED BY MANUFACTURER'S DATA NOTE: UNLER OREGON STATE LAW, it is unlawful to Install a Boiler or Pressure Vessel within the boundaries of chis State without a proper license and installation permit. Any Boiler or Pressure Vessel that is installed without said permit shall be considered as a non-code Boiler or Pressure Vessel and will be deemed unsafe to operate and will not he issued a Permit to Operate. Legal action will have to be considered against the installer that is in violation of State Law ORS 480.630(7) . SUBMIT ALL COPIES OF THIS APPLICATION ALONG WITH 10 FEE TO THE OFFICE OF THE CHIEF INSPECTOR OF THE BOILER SECTION. 2300 SW SIXTH AVENUE, PORTLAND, OREGO14 97201 814-470-425 (1/79) TRANSMITTAL COPY 831.-304 i Constriction Inspection&Related Teats Carmen Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(50 )W4-3480 March 23, 1983 #CP-1266 Gene Matney Construction Company 5120 S. 14. 163rd Beaverton,, Oregon 97007 Re: THS Auditorium & Courselinq_ Ctr. S. W. 92nd & Durham Road Gentlemen: As requested, and as specified in the Uniform Building Code, we are sending this letter of compliance as a summary inspection report for the above referenced project. We have reviewed our files whi;,h include concrete compression test results , soils compaction tests, structural steel inspection reports and roof nailing inspection reports. All work that was inspecteo and tested by our firm was found, to the best of our knowledge, to be according to approved plans and specifications. If there are any further questions cn this matter, please do not hesitate to contact our office. Very truly yours, CAR' SON TESTING, I, "'a',4.,E Douglas V1. Leach President llo Cc : Selig/Henslee Resseger & Gotchall Tigard School Dist, #23J City of Tigard Y To: Jan Hiserote Re: Auditorium at Tigard H.". :1 March 1983 Page 2 of 2 There would not have to be another leased telephone line since one of the existing telephone lines coming into the school could be used. In the event of a fire alarm at the Auditorium, it would take over and interrupt calls on that line and dial direct to the receiving station. I questioned Birchill if the occupancy permit would be delayed aq a result of not having the telephone direct connection at this time and he said "no" that their receiving station would not be ready for another month or two and at that time would be required. A letter from the School Dist. stating they would connect as soon as the equipment is completed in the receiving station would be acceptable. Recommendation Although it is not required by Birchill , I recommend the Cafeteria fire alarm system be changed over to a supervised system and connected to the Auditorium fire alarm system so the Auditorium-Cafeteria building is on one fire alarm system with a battery backup and is supervised. I am working with the contractor for an estimated price for your review. The School Dist, could also tie in the existing H.S. fire alarm. system to the telephone direct dialing system now or in the future. will contact you as soon as I have cost estimates on both the direct dialing system and the tie in of the Auditorium-Cafeteria system. Sincerely, (�X-�;;O wl�f //; �e, -e XJohn L. Henslee JLH:jw cc: John Dullanty Gene Birchill Wes Birch ,Rrla d Roast Gene Matney SELIG / UIENSITT Architccts anll Plaii►ii,rs 21.3 ew Ash Street, Purflinid, On-gopt 97204 Teleph nu•:6031224-0173 31 March 1983 Jan Hiserote Tigard School Dist. 23J 13137 S.W. Pacific Hwy. Tigard, OR 97223 Re: Auditorium at Tigard High School Dear Jan: On Thurs. 24 March 1983, I met with Gene Birchill , Tualatin Fire District, to diFcuss the High School fire alarm system. Others in addendance were Brad Roast, Tigard Bldg. Inspector and Wes Birch, F ;ect. Engr. The background of the H.S fire alarm system, results of our discussion and recommendations follow. Backgrund of N.S. and Auditorium Fire Alarm Sstems The existing H.5–.—Mire—alarm system, which includes the Cafeteria, iE activated by pull stations. There is a partial fire sprinkler system which I assume is tied into the fire alarm system. If the fire alarm system in the H.S. is activated, it will ring throughout the H.S. and Cafeteria but not in the new Auditorium. The existing fire alarm system is not backed up by batteries in the event of a power outage and is not a supervised system. The new Auditorium fire alarm system can be activated by pull stations, sprinkler flow and sensors and is backed up by battery and supervised systems. If the Auditorium fire alarm system is activated, it will sound the alarm in the Auditorium only. IDis(.ussiuns with Birchill Although 3irchill w6uTTTike to see the existing H.S, fire alarm system removed and a new one irstalied, he believes he would be exceeding his authority to require it. I questioned Birchill if it is acceptable to have two separate fire alarm systems in the same building (Auditorium and Cafeteria). He recommender' having the Auditorium and Cafeteria into one system but is not requiring it. Birchill is using the two-hour wall separating the old stage from the new as a basis for following two separate fire alarm systems. He stated the new Auditorium fire alarm system would require a direct connection to the Fire Dept, receiving station either by radio transmitter or telephone since there are over 100 sprinkler heads in the Auditorium.. N!' ther a radio transmitter nor phone connection are included in the Contract Documents. Birchill advised the direct connection be made through the phone system since they are beginning to phase out their radio receiving equipment. Estimated cost for a radio transmitter and necessary work at the receiving station is from $3,000 - $5,000. Estimated cost to connect the Auditorium to the receiving station through the phone system is unknown; however, would be considerably less than the radio system. C I[ARLES F.SELIG AIA / JOHN L.IIF.NSLEE AIA Tualatin Fire District Inspection Notice 8405 S.W. Elligsen Road Tualatin, Oregin 97062 Phone 682-2601 Building Name Address Pursuant to Section(s) of adopted codes, the following item(s) require correcting: --—------- ---—------- Date:7 Inspector CALL FOR REINSPECTION OR BUILDING DEPT. Construction Insp...ion&Related Teats Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 b , REPORT OF TEST SPECIMENSTlgerd,Oregon 97223 — Phone(503)684-3460 Date Molded: 12-3 ,9 82 CP-1266 Job No. Client: Gene Matney Construction Co. Project: Tigard High School-auditorium & Counseling Center _ Address: S. W. 92nd & Dkjrham Road — Contractor: Gene Platney Construction Co. --- Sub Contractor: -----_-___ Concrete ontractor: ---- Concrete Supplies: Oregon R"ady i11—X --- Truck No. 38 Ticket No. 006215 Cast By. li. Payson— -- _ Test Time: ,.—_ -----_ -- Lood No. Weather: Showers — — Temp. High: 60 Temp. low: , 50 Location of Placement: __Upper Aud i tori um Stepped Floor. Cu. Yds. _Concrete Temp: _ Strength Requirement- ,3000 _ _ psi a— P8 days Slump _ 4 _ Cement Type, I M,A No./No. Socks Mi X# 18 Air Content_ _ Max. Aggregate_ 3/4 Ac'mix. Amount: 0. 5M — Brand: Calcium Chlor. Admix. Amount: _ Brand: Hot Wder Set I Test® Register — Date —Date Unit Total Unit Report No. Days Number Recd Test Wt. ---Load Area —PSI— No. —� 7 6371 12-6 12-10 67,886_ 2U.2L 2400 28 6372 12-6 12-r 31 28.27 28 6373 12-6 12-3128.27 - �. _ 28.2 7 HOLD 6374 12-6 12-31 .�. ---- 28.2 7 _ ----- � I Remarks: _ _ _ CC: City of Tigard Selig/Henslee -- --- -__—_� Ressger & Gotchall Tigard School_ ist.D #23J— _ i Construction lns/haion&Related Tests Carlson 'resting, Inc. P.Q.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97223 Phone(W3)884-3480 11-1$ 82 CP-1266 Date Molded:— .�_—, 19 Job No. ___ c_,ient: _Gene Putney Construction-Company — Project: Project: — Ti g.,.rd High School Auditorium & Counseling Center Address: S. W. 92nd & Durharr_ Road Contractor: ___Gene Matney Construction Co. — Sub Contractor: --- � -- Concrete Supplier: __ Oregon Ready Nix Truck No. 41 _ Ticket No. __006036 — Ccit B ��_. Ewi�_- Test Time: 9:45 Load No. _ Rain Temp. High: -_ 55 Temp. Law: 46 _-- locution ,fPlc,cement: Auditoi,iumupper floor beams and wing slabs: front stage slab, wing; arra s+.air".:i;; East side foundation stem walls and retaining walls. -- o Cu. Yds. _ —Concrete Temp: _—_60_--- Strength R(quirement: _-1,00,00 PSI ® 28 days Slump_ 411 Cement Type 8# Mix1 _ Air�.ontent Max. Aggregate 3/4 ��• No. No. Sacks ._ _ _ -- Admix. Amount: _ -__. .__._— Brand: Hot Water Admix. Amount: _— Brand:,_—_ Set I Test® T- Register DateDae Unit Total Area Unit Report No. Days Number_ Recd Test Wt_ -- Load PSI No. — 7 6008 11-19 i1-25 64,050 28.27 2265 58 7 r 6009 11-19 1i-25 63,991 28.27 2263 58.T —_ �^ I 28 6010 11-19 12-16 97,685 28.27 3460_ 63 _t- 28 6011 11-".9 12-16 99,950 28_2.7 3540 63 Remarks: CC:_ C1ty of Tigard _- - -------.-_.__--------_. r Selig/Henslee Resseger & Gotchall - ---- - - -� -Tigard School Dist. #2.3J ra � Construction Inslwvdon&Related 76ts Carlson 'Vesting, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS 'ngard,Oregon 97223 -- Phone(503)694-34W Date Molded: '11-18 , 19 82 _ Job No. CP-1256 Client: ----Gene Matney Construction Company —_—, Project: _ Tigard High School Auditorium & Counseling Center Address: S. W. 92nd & Durham Road Contractor: Gene Matney Construction Co. Sub Contractor: Concrete Supplier: -_— Ore�C On_Rea� �1 i x _ _ Truck No. 41 Ticket No. 006036 — Cast By: . A. Ewi ng Test Time: _ 9 45 load No. 3 Weather: Rain —_ Temp. High: 55 Temp. low: 46 Location of Placement: Auditorium upper floor beams and wing slabs; front stage slab. wings and stairways; East side foundation stem walls and retaining Cu. Yds. —Concrete Temp: 600 Strength Requirement: 3000 _ PSI (_ 28 —cloys Slump_ 411_ _ _Cement Type Mix No./No. Socks Mi XIS 18 Air Content— Max. Aggregate 3/411 _ Admix. Amount: Brand: Hot Water _ Admix. Amount: —_ Brand: — Sol Test® Register r1ote Date Unit Total Unit Report No. Days Number �?ec'd Test- Wt. Load Area PSI No.- 7 6008 11-19 11-25 64,050 28.27 2265 58 7 6009 11-19 11-25 63,991 28.27 1 22.63 58 28 6010 11-19 12-16 28.2 .8 6011 11-10 12- 16 28. 27 cc: City of Tigard Selig/Henslee Resseger & Gotchall Tigard School Dist. #2.3J Cnnstrurtiun Insp..�uur X`HrlaR•�l 7i•st+ Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97223 - ---- Phone t5^_^`F84-3460 Dote Molded: 1.1-12 _ 19 32 Job No. CP-1266 Client: Gene Matney Construction Co, Project: Tigard High School Auditorium & Counseling Center Address: ___o• W. 92nd R Durham Road Gene Matney Construction Co. Contractor: _ Sub Contractor: Concrete Supplier: Oregon Ready Mix Truck No. 31 Ticket No. 005941 _ Cost By: S. Jordan �. Test Time: 12: 15 load No. 1 Weather: _ Overcast —_� Temp. H,gh: _ 49 Temp. Low: �32 Location of Placement: Footings east side covered entranceway. _ 0 Cu. Yds- ----- Concrete Temp: 63 _ Strength Requirement: _ 3000 P51 28 _daysslump_ 312, Cerrnent Typo Mix No./No. Socks Pl�x# 20 Air Content� _- Max. Aggregate __—L4_._ Admix. Amount: -,_ Brand: Admix. Amount: Brand: .____.—_. Set Test (a Register �'Date _Date Unit Total Unit —r' Report No. Days _ Number Recd Test—� Wt. LoadY Area PSI No. 7 5849 11-13 11- 19 56,542 _ 28,27— 2000 56 ` 7 5850 11-13 11-19 56,995 28.27 2016 56 28 5851 11. 1 > 12-10 116,810 28,27 4130 60 _ 28 5852 11-13 12_10 _ 115,760 23.27 4090 I 60 Remarks: _. rr- City oL Tigarri Selig/Henslee all Tiqard School Dist. #23J a. ssse Construction Laspctuon R Related Tests Carlson Testing, Inc.. P.O.Box 23014 REPORT OF 6 X 12. CONCRETE TEST SPECIMENS Tigard,Oregon 9T223 Phone(503)004.3400 Date Molded: 11-12 ly 82 Job No. CP-1266 Client: Gene Matney Construction Co. Project: Tigard High School Auditorium & Counseling Center Address: S. W. 92nd & Durham Road — Contractor: — Gene Matney Construction Co. Sub Contractor: _ _-- Concrete supplier: Oregon Ready Mi x — — Truck No. —_,31 — Ticket No. 005941 Cost By: S. Jordan Test Time: 12: 15 _ load No. _1 _ Weather: Overcast — Temp. High: 45Temp. Low: 32 Location of Placement: Footings east side covered entranceway. _-_— Cu. Yds. —_ 8 _Concrete Temp:— 63 e Strength Requirement: 3000 — �;I ® 28 —days Slump 31�11 Cement Type Mix No./No. Sacks MX# 20 _ Air:.�ntent__— Max. Aggregate 3/4„ Admix. Amount: _. Brand: Admix. Amount: Brand: Set Test a Register —� Date Date Unit Tntal Area Unit Report No. Days Number Pec'd Test Wt. Load - _PSI NO. _ 7 5849 .11-13 11-19 56,542 28.21 2000 _56 7 5850 11-13 11-19 ____56,995 _ 28,27 2016 56 28 5851 11-13 12-10 Y 28.ZZ _ _ _ 28 5852 11-13 12-10 _ 28 ZZ_ Remarks: -----rr_Lit of Ti 9a rd Selig Flenslee Rpssspr A Gntrhall Tigard School Dist. #23J A (onstrwrion Inspection R Related Tests Carlson 'Nesting, Inc. P.O.Box 23511 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS A9�f 'gone r223 Date Molded: _. 11- 19- 8c Job No. _CP-1266 Client: Gene-Matnc, Construction Co. Project: _ Tigard High School Auditorium & Counseling Center Address: ---S. W. 92nd & Durham Road _ Contractor: - Gene. Matney Construction CO. Sub Contractor: --_ Concrete Supplier: -_ Oregon Ready Mix Truck No. .- 31 Ticket No. 005766 Cast B;: M. Tabert Test Time: 10:40 a.m. Load No. 1 Weather: Overcast Temp. High:_ 60 Temp. Low: Location of Placement: Piano storage foundation walls and footing for planting area retaining �— wa 1 l . Cu. Yds. 19 Concrete Temp: Strength Requirement: 3000 PSI a 28 _—daysSlump 55" Cement Type I _ Mix No./No. Sacks Mix# 18 Air Content Max. Aggregate 3/4 11 Admix. Amount: _ Brand: — _ Admix. Amount: Brand: -- Set Test a Register Data _Date Unit Total Unit Report —No. Days — Number Recd Test Wt. ` Load v- Area PSI No. 7 5393 11-4 11-10 :;8,000 2.8.27 2050 54 7 5394 11-4 11-10 —60,500 28.27 2140 54 28 - 5355 11-4 12-1 i 980055 28.27 59 -__ 28 5396 — 11-4 12-1 96295 _ 28.27 3406 59 _ Remarkr. CC: Clt-y Of Tigard Selig/Henslee Resseger & Gotchall Tigard School Dist. #23J I f Construction In!, action&Relited Tmni Carlson 'T'esting, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97223 -- — Phone(503)684-3460 Date Molded: 11-3 _ , 19 82 Job No. CP-1266 Client; ____Gene Vatney Construction Co. Project: _ Tigard High School Auditorium & Counseling Center Address: S. It'. 92nd & Durham Road Contractor: _ Gene latney Construction Co. Sub Contractor: Concrete Supplier: Oregon_Ready Mix Truck No. 31 Ticket No. 005766 Call By: M. Tabert _ Test Time: 10:40 a.rll. Load No. —1 Weather: Overcast _ Temp. High: 60 Temp. Low: Location c; Placement: Piano storage foundation walls and footing for planting area retaining wall . —Cu. Yds. 19 Concr'te Temp: Strength Requirement:_3000------- PSI ® ?8 daysSlump— 5t,2" —_Cement Type Mix hio./No. Socks Mix# 185 Air Content Max. Aggregate 3/4" _ Admix. Amount: — Brand: _ ;admix. Amount: —_ Brand: Se: Test(2 Register Date Date Unit Total Unit Report No. Days NumSer Rei d Test Wt. Load Areu PSI No. 7_i 5393 11-4 11-10 58,000 28.27 2)50 54 7 5394 11-4 11-10 60,500 28,27 2140 54 28 5?95 11-4 12-1 28.27 28 5396 11-4 12-1 — 28.27 ` Remarks: CC: City of Tigard Selig/Henslee _ Resseger & Gotchall _ ~Tigard School Dist. #23J Cotutrwthm Iaopacdon 4 Related Tradr Carmen Tesfin , Inc. P.O.Box 23614 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS n9srd.Orpon67M Photo(300)664100 Dote Molded: __10'27 , 19 82 Job No. CP-1266 _ client: Gene Matrey Construction Co. Project: Tigard High School Audi tori uta & Counsel i ng Ctr. Add. Address: S. W. 92nd & Durham Road Contractor: __ Gene Matney Const. Co. — Sub Contractor: _— Concrete Supplier: Oregon Ready Mix Truck No. _40 Ticket No. Cast By: H. Payson Test Time: Loan! No. Weather: Showers _ Temp. High:_-_55 Temp. Low: 45 _ Location of Placement: _,Orchestra pit slab and east stage stair footing and remaining 2 pilasters on east side. -- - - Cu. Yds. —� Concrete Temp: Strength Requirement: _— 3000_ _— PSI ® 28 _days Slump 4,41 �—Cement Type 1 Mix No./No. Sacks Mi,,# 18_ — _ Air Conteat _ _ Max.Aggregate 3/4 Admix. Amount: Brand:._ Admix. Amaunt: Brand:_ Set Test a Register Date Date I I iit Total Unit Report No. Days Number Recd Test Wt. Load Afea PSI No. 7 5274 10-28 11-3 I 65,COO 28.27 2300 52 — 28 5275 10-28 11241— 1 96,165 28.27 3401 57 2 5276 10-28 11-24 94,900 28.27 3357 57 Ren arks: Cc: City of Tig nd —_ Selig/Henslee _ -�- _� Ressger & Gotchall Tigard School Dist. #23J Carlson Construction lnapc+crion/4 Relatedfirsts �arlsan 7�'est�.ng, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97223 Phone(503)884-3460 Date Molded: 10-27 119 82 Job No. CP-1266 - Client: Gene Matney Construction Co. Project: Tigard High School Auditorium & Counseling Ctr. Add. Address: S• W. 92nd & Durham Road Contractor: _ Gene Matney Const. Co. -- Sub Contractor: _ Concrete Suppler, Oregon R 40 Truck No. ___ Ticket No. Cost By: H. Payson l-` --- Test Time: Load No. Weather: Showers —_ Temp. Nigh: _ 55 — Temp. Low: __45 ___ Location ofPla:ement: Orchestra pit slab and east stage stair footing and remaining 2 pilasters on east side. Cu. Yds. Concrete Temp: _ Strength Requirement: 3000 28 PSI ® days Slump �' Cement Type I Mix No.JNo. Socks Mi XII 18_ Air Content Max. Aggregate 3/4" Admix. Arms,; Brand: Admix. Amount: –~ _ Brand: Set Test (a Register Date Date--Unit Tatol ---� —T urntTReport No. Days _+ Number + Rec'd Test— Wtt. Load I Area PSI No. I � — 75274 10-28 11-3 - 65,000 ,'.8.27 2300 52 28 5275 10-2.8 111--24 28.2.7 2.8 5276 10-28 ' 11-24 — _ 28,.27 I � Remarks: cc- C1tY of Tigard _ Selig/Henslee --- -- - __-__-__.__ _Ressger & Gotchall T-gard School Dist. N23J - ---- Construction Inspection R Related 7bsts Carmen Testing, Inc. P.O.Box 23814 REPORT OF F X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97223 -- --- — Phone ISM)884-3181' Date Molded: 10-18 19 82 Job No. CP-1266 Client: Gene Matney Construction Company Project, Tigard High School Auditorium & Counselinn Center Audress: — S. W. 92nd & Durham Road Contractor: Gene Matney Const. Co. Sub Contractor: Concrete supplier: Oregon Ready Mix_ Truck No. 36 Ticket No. A-39321 Cost By: _ M. Taber t _—_ Test Time: 12:30__- Load No. 1 Weather: Fair Temp. High: 65 _ Tamp. Low: 40 Location of Placemont: -_ Orchestra F it Walls. Cu. Yds. Concrete Temp: I Strength Requirement: ..._ 3000 PSI ® 28 _daysSlumi, 411 Cement Type —� Mix No./No. Sacks Air Content— Max. Aggregate 3/4" — Admix. Amount: ____ Brand: _ Admix. Amount: Bran.+ Set Test rA Register Date Date Unit Total Area Unit Report a. Days Number Recd — Test Wt_ Load _- PSI No. 7 I 4844 10-19 10-25 68,000_ 28.27 —2410 51 7 4845 10-19 10-25 65,000 28.27 2300 51 28 4846 1 10-19 11-15 _ 109,500 28.27 3870 —�5 — 28 4847 10-19 11-15 111,090 28.27 3930 55 Remarks: ._ C_C: �Citty of Tigard Selig/Henslee Resseger & Gotchal l _ -- fiiga-rT3�1 ist. #23J i Construction Inspection&Related Tests Carlson Testing, Inc. °.O.Box 23814 REPORT Of 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97223 — — — Phone(503)684.3460 Dote Molded in. i8 _ 19 82_ Job No. CP-1266 Client: Gene Matney Construction Company Project: Ti_La r�d Hi gh School Audi tori um & Counsel i no Center — Address: S. W. 92nd & Durham Road Contractor: _ Gens' Matney Const. Co . — Sub Contractor: Concrete Supplier: _ Oregon Ready Mix Truck No. -36 Ticket No. _ A-39' 21 Cast By: M, Tabert — Test Time: 12:30 Load No. 1 .- Weather: — Fair _ — _ Temp. High: 65 _ Temp. Low: — 40 _- I Location of Placement: Orchestra Pit Wal 1 S__ Cu. Yc, Concrete Temp: Strength Requirement: .3000 — PSI Q -,28�daysslump 4 Cement Type I Mix No./No. Sacks --_-_ _ Air Content—_ — Max. Aggregate__� Admix. Amount: —_ Brand: — Admix. Amount: Brand: _--,A�- -Set 11 Test Register Date Date Unit Total Unit — Report No. Days Number Recd Test Nt. load Area PSI No. T 7 4844 10-19 10-25 68,000 28.27 2410 51 I 7— I 4845 10-19 10-25 65,000 28, 27 2300 1 51-4 � 28 4846 _ 10-19� 11-15 — 28.2.1 28 484; 10-19 11-15 28.2 I I Remarks: — CC : City of Tigard --- - --_ — -----— -_— Selig/Henslee Resse er & Gotchall — -- --- -- - �1gdSchool Dist.—142 -- - --- Construction Inspection&Related Tests Carlson Testing, Inc. -- P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Ttg.jrd,Oregon 97223 Phone(W3)&04-3480 Date Molded: 10-12 119 82 _ Job No. . CP-1266 Client. _ Gene Matney Construction Co. Project: Tigard High School Auditorium Counseling Center Address: S. W. Durham Road Contractor: --Gene Matney Const. CO. _ Sub Contractor: — Concrete Supplier: Oreqon Ready Mix Truck No. 40 _ Ticket NO. _005230 Cast By: S. Jordan _ Test Time: 10:30 a,m. Load No_ #1 Weather: _. Sunny �— _ Temp. High. 70 Temp. Low:—_ 48 Location of Placement: Storage Room walls and columns. — — _— Cu. Yds. Concreie temp: __ Strength Requirement: 3000 PSI (0— 28 days Slump 4 _.Cement Type I I I Mi xe 23 Max. A r ate_— 3/4" Mix No./No. Sacks_— Air Content ___ — 99 eg Admix. Amuunt: Brand: Admix. Amount: ______ Brand: —_-- 5et —Test-0— Register Date Date Unit Total Area Unit Rept it No. Days Number Recd Test Wt. load _PS{ No. 3 4514 10-13 10-15 64,000 23.21 2260 50 7 4575 10-13 10-19 8.x,000 28.27 2940 50 ?8 _ 4576 10-13 11-_9 _108,500 28.27 380 53 HOLD 4577 10-13 11-9 109,000 28.27 _3860 _ 53 Remarks: City of Tigard _ — --- ------ Selig/Henslee ________._ Resseger & Gotchall �Tigard School Dist. #23J �Y Coastrw.'don Inspecdon Q Related 7tsb Carlson Tesfing, Inc. P.O.Box 23111 Tlpetd,Oregon 171223 REPORT OF G X 12 CONCRETE fE51 SPECIMENS PlImm (50)694-3460 Dote Molder,': 10-12 -� I9— 82 Job No. CP-1266 Client: _. ---- Gene Matney Construction -Co. ---�--_— - -- Project: - Tigard High School Auditorium & Counseling Center Address: S. W. Durham Road - Contractor: Gene Matney Co:lst. Co. Sub Contractor: — Concrete Supplier: ---- Oregon Ready Mix Truck No.- 40-- Ticket No. 005230 ._ — Cast By: S. Jordan Test Time: 10_30 3,m, load No. #1 ----_ Weather: Sunny Temp. High:.._ 70 _ Temp. low: 48-- _ Location of Placement: - Storage Room walls and columns. — — —- Cu. Yds._—.— Concrete Temp: _ 4" Strength Requirement: 3000 —PSI ® 28 _daysSlump Cement Type Mix No./No. Socks.--Mi xN 23 -- Air Content _ Max. Aggregate_ 3/4 _— Admix. Amount:--._ Brand: .— Admix. Amount: -- Brand: _ _--.. _ set Test® 9be Date Date Unit Total Are PSI l Report No Days_ Recd Test Wt. — Load _ _ 3 0-13 10-15 M- 64,000 23.27 22.60 50 7 G-13 10=1983,000 28.27 2940 50 28 0-13 11-9 28.27HOLO 0-13 11-9 28.27 _- i Pernarks: ------ Selig/Henslee _ Resseger & Gotchall -------- Tigard School Diss. ;+23,1 Tualatin Fire District Inspection Notice 8405 S.W. Ellig,sen Road Tualatin, Oregon 97062 Phone 682-2601 Building Nariie— V XL '5C Address_,t4 s�4-- - -j Coox.)-SE.i.loc, CxJT- 7/ f') K PL, 0 / bL Pursuant to Sertinmii) of adopted codes, the following item(s) T-Cluire correcting; L.L L A ) ............ CALL FOR PIFINSPECTION PI IlLrPING DEPT. Construction IniPection „ R.t.,c f Te its Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phorw(503)641-4114 Date Molded: —_915...-.-- , 19_82 Job. No. — CP-1266 Client: Gene Matney Construction Company P►oiect: Tigard Hi 9h School Auditorium b Counseling Center Address: S. W. 92nd & Durham Road — -- -- -` - Contractor: _ __ Gene Matney Const. (.o. _ Sub-Contractor: Concrete Supplier: —._--__Oregon Read,-Mix Cost by: M. Tabert Weather. ----- _ SUn ----.-- — Temp. high: 70 Temp. low: -----------�_____ L-)cotron of Concrete Placement: fest Lobby Slab, men's restroom slab.___ 11 Strength Requirement _-- -- _ 300 P'.tI 't .-_-� days Slump: _4X Cement Type: No. of sacks: __—___— Ent!ained Air Admix, Amount: Brand: ___ ___ Admix, Amount: _. ---Brand: Coarse oqg. size: -- 3I4.'1 Type: Natural- .--_--._.Fine Agg. Size: —_ Bldg. _ '•o.c.m.n Specimen Test 0 R•O;.t., Daht Der• Total Unit Load Report No. Typo Days Nh.. Rae'd. Tested Lewd Attie psi No. A 6 x 12 7 3353 9-16 9-22 70,000 28.27 2480 46 B 7 3354 9-16 9-22 72,500 28.27 2560 46 _ -t28 _ 335 9-16 10-13 28.27 D I 28 3356 9-16 10-13 28.27 Remarks -Truce_ 32. .Ticketf 004718--- _...___ Selig/Henslee Resseger R Gott-hall ---- _ Tigard School Dist. #213J Construction Inspection r Related 'Tests Carlson Testing, Inr. P.O.Box 23814 Tigard,Otegon 97223 REPORT OF CONCRETE TEST SPECIMENS Photo(503)841-4114 Dote Folded: _. 9-15 _ fq 82 _ Job. No. —CP-1266 Client: _.__Gene Matney Construction Come — —�-- v Project: gard High School Auditorium & Counseling Center _ Address: _- S. W. 92nd b Durham Road Controctcr. Gene Matney—Const. Co. Sub-Contractor: __�_-----. Concrete supplier: —_—._Oregon Ready Mix _Cost by: M. Tabert —` Weather: $U�i Temp. high: _ 70 — Temp. low: ---- --_� Location of Concrete Placement: --_____West Lobby Slab, men's restroom slab. -------We Strength Requirement: 3000 _ Psi a __r8 r!a s Slum " g Q — -- Y P' --�-4�-Z r.T.^r T• 1 _Nn of anrks Entrained Air Admix, Amount: Brand. — Admix, Amount: __— Brand: u Loorse Ogg. size: .-- --3L4____--- --Type:-- - -Ndtslr� .__—__-- Fine Agg. Size. — Bldg. sp I Specimen 'err i Register Date R.11R.111,00Date Tot A ee Unit Loed Rao No. I TV" De's i:vmb.r Raced. TesraJ Load PSI No. A 6 x 12 7 3353 9-16 9-22 70,00LI 28.27 2480 46 B 7 3354 9-16 9-22 72,500 ' 28.27 2560 46 C 28 3355 9-16 10-13 99,000 28.27 3500 49 D 28 _ 3356_ Q-16 10-13 — 102,000 28.27 3610 49` E I F Remarks _ ____ Truck#_32 _ji e.ket 004718 Selig/Henslee _ ._---PPsSege_r_..&__Gatr_halL.--- - – ----- Tigard School Dist. #23J Construction Inspection B Re(oted Tuts Carlson Testing, Inc. P.O. Box 23814 Tigard, Oregon 97223 CP-1266 Phon• (503) 641.4114 lOB 1040.- REPORT OF IN-PLACE SOIL DENSITY TESTS September 10, 1982 Gene Matney Construction C:). Client -— - - - — - - —Tigard High High School Auditor~um & Counseling Center Addition Soil Description 3/4" Rock_. _--- Max. Dry Density- 120.0 — lbs./cu. ft. Optimum Moisture— 8.6 °� Method of Test Nuclear 3411-B r�� IN-aI-tCE DEr4SITT I �•.r o' r ' ` T E 5 i L O C A T I O N .+olsru+[ (Lsf./cu. ftA 'lfJ U 11. w0. 7 C r, r DOv r,ou r• n� 9-9 1 ;Jest Lobby Slab —81 1 6.3 123_0 115.7 96.4 9-9 2 I•lest Loj)by Slab —811 6.2 125.9 118.5 98.7 i I I .ti cc: Resseger & Gotchall SeTig/Henslee ---- ------ - - y—b "Tigard - ----- -- __ — -- CARL;,or: rESTING INC I Conitruction lntOecrion B Rclated Tent Carlson Testing, Inc. P.O.Bo 23814 Tiord,Oren 97223 REPORT OF CONCRETE TEST SPECIMENS Phone IW. 3 111 641-4114 Date Molded: ----9-7 --_9-7 , 19 II2 _ Job. No. CP-1266 Client: Gene Matney Construction Company Prolect _______Tigard High School Auditorium & Counseling Center - Address: ---- S. W. 92nd-& Durham Road Contractor: _ Gene Matney Const. Co._— Sub _ontractor: _— Concrete Supplier: Oregon Ready Mix _ Cast by: — C. M. Yuckert- _ Scattered Clouds 78 62 Weather: —__..—_ Temp. high: Temp. low: L.ocat on of Concrete Placement: _ Storage room slab east side and tilt-up panel #18. Strength Requirement: -----3000 PSI 6 28 days Slump: Cemen. T rpe: .. .__INo. o1 sacks: WO 18 Enhoined Air Admix, Amount: _. Brand: Admix, Amount- _ -_ Brand: Coarse Ogg. size: - 3/— __—Type:__ Natural _ ---_.___._,_---Fine 4gy. Size. —_ Bldgs --,-- SP.c.T.n Spot:-0 Tett Y P.r{tto, Der♦ Det. Total A111e Unit Lest Repwo Ne. Trp. Days H.-Iter R.e'd. T..t.d Load PSI Ne. A 6 x 12 7 2895 9-8 9-14 82,000 28,27 2900 45 e 28 2896 19-8 10-5 28.21 C 28 2897 9-8 10-5 28.27 D HOLD 2898 9-8 10-5 28.27 E F I Remarks ___ --T-ruckL 8L_Ti ch#___4530 —_-_____--- ------__._- ----___------ - -.--__ Cit elf Tigard -- Res!eger & Gotchall ---- -- — Se l LgMens.I ep ---- ---- -- —._----- ------- -- -- — Tinsrd School Dist. #23J est ' I Construction Inspection 9 Related Testi Carlson Testing, Inc. P.O.Bo 23814 Tigard,Oman 97223 REPORT OF CONCRETE TEST SPECIMENS Photw 150318414114 Dote Molded 9__7__-- , 19_-- 32-� lob. No. CP-1266 Client. Gene Matney Construction- Company Ptaject:--__-_Tigard High School Auditorium & Counseling Center Address. S. W. 92nd & Durham Road Contractor: ,_Gene Matney Const. Co. kub•Contractor: Concrete Supplier: Oregon Read./ Mi X _ —__ _ Cast by; C. M. Yuckert — Weather: — Scattered Clouds � Temp. high: __78 Temp. low: 62 _ Location of Concrete Placenent: _._ Storage room slab east side and tilt-up panel #10 ,-�--_ i Strength Requirement ---- - 3000-- - PSI 6 - 2g__ days Slump: .---51----- - --- 1No. of sacks: _ _ rll XII 1f3 _ Entrained Air Cement Type: ,_ -- ---------- ------- Admix, Amount: — —_ Brand - Admix, Amount: Brand: Coorse ogg. size: _314 --Type:_ ... .Natural _-------Fine Aqq. Size: .__ Bld Spec—, Spec—, I i.0 O Regius,' 0.16 Dot. Torel Ar.e Unit LwA Repa.t ea No. Type Days HV, Itor _ Roc'd. _ Tested Lead PSI Na. - A 6 x 12 7 2895 9-8 9-14 82,000 28.27 2900 45 B 28 2896 _ 9-8 10-5 1 122,500 28.27 4330 48 C �28 2897_ 9-8 10-5 123,000 28.27 4350 48 DIHOLD 2898 9-8 1;1-5 125,500 28.27 4440 48 E F Remarks TrulikL.3$_-_hsk _4t� ___` _ -------- ---.------ - — -- -�= CC�ty af_7ig3r_d_ — ---- --------__----- Resseger & Gotchall -- Tigard School Dist. #2V Construction Inspection B Related Tests Carlson Testing, Inc. P.O.Box 23814 Tiytard,Orgon 97223 .108 No. CP-1266 Phone 1503) 841.4114 REPORT OF IN-PLACE SOIL DENSITY TESTS September 2, 1982 Client-- Gene flatney Construction Co. Tigard High School Auditorium & Counseling Ctr. Sail Description 3/4" Rock Max. Dry Density 120.0 lbs./cu. It. Optimum Moisture 8.5 % Method of Test Nuclear 3411-B 71( Jr r(tt [L(v. L. ri!LD IN-P LACE DENSITY 111) ro. T E S T L O C A T 1 O N rt. No. a$run[ ILet.icu. rr.t t M T �r Co.",I a. 9-1 1 1 Slab on west side entry way Grade 1 8.6 125,8 115.8 96.5 9-1 2 Ladies bathroom slab area It 8.21 121.2 117.5 97.9 9-1 3 Storage in west lubby slab 1I 8.0 125.6 116.2 96.9 RemoTks cc: City of Tigard __56lig/Henslee ---- --- - --- - — — — -`�RPssg—ger Tigard=Sc�ooT-Dit #23J — ,ARSON TESTING INC Construction 1ns0ection B Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 87273 REPORT OF CONCRETE TEST SPECIMENS Phone I603►641-4114 Date Molded: 8-26�, 1982 _ Job. No. CP-1266 Client: Gene Matney Construction Co. Project: Tigard High School Auditorium & Counseling Center Address: __. S. W. 92nd & Durham Road__ Contract:r: _Gene Ma tney Cons t_ Co. ` Sub-Contractor. Concrete xrpplier. Oregon Ready Mi x _ Cast by: __ S. Jordan - Weather: Sunny 1nmp. high: 85 Temp. low: 60 Locatiur of Concrete Placement: __North entrance_ covered floor slab. 11 Strenqth Requirement: 3000 _ PSI @ 28 _ days Slump:__ 412 Cement Type I _. No. of sacks: M1 X# 18 _.._._--� Enhained Air -- SL Admix, Amount: -- Brand: __ __— Admix, Amount: Coarse a99. sire:_,-- 3�4 f_-- TYoe; _ - NdtUrdl ___-.-----------_—___ f-ine Agg. Size: . Bld(�. Specimen Specimen^ Test P Register Dole Onto Total Area Unit Load Report Nu. Typo Days Numtior Reed. Tested load PSI No. A 6 x 12 7 2403 8-30 9-2 701000 28.27 24RC 44 B 7 2404 8-30 9-2 68,500 28.2.7 2420 44 C 28 2405 8-30 9-23 110,000 28.27 3890 47 D 28 2406 8-30 9-23 107,500 28.27 3800 47 E Rrmaiks __-_- Truck# 40 Ticket# 004264 c - City of Tigard_---.---______ Resseger & Gotchalll - - — Selig/Hensl.N.e_— ---- ---------- Tigard School Dist. #23J 7 � Construction lnibection B Related Tests Carlson Testing, Inc. P.O.ear 23814 Tigard,Orspon 97223 Phone(503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: _ 8-26 _ , 1982. _ Job. No. CP-1266 Gene Matney Construction Co. Client — - —. — — --- -- Project; -- - -- _-__. Tigard Hi gh School Audi tori um & Counsel i ng Center Address: S. W. 92nd & Durham Road Contractor: _ Gene Matney Const. Co. — Sub•Contractor: Concrete Supplier. _ Ore on Ready Mix _ _---Cast by: _ S. Jordan Weather: Sunny Temp. high: 85 Temp. low: EO _. Location of Concrete Placement- _- North entrance covered floor, slab. Strength Requirement- 3000 — PSI @ 28 days Slump: Cement T 1 — No. of socks: Mix#-18 ----- Entrained Air _ -T�t Admix, Amount: . _/—A Brand: _--`—_-___— Admix, Amount: —_--Brand: Brand: Coarse ogg. size:__._3L4—------Type:.------Natural ---Fine Agg. Site: B1 Spetim+n Specimen Test P Repistet DereDore Total Aloe I Unit Load Repn..--� No. Type Days Number Roe'd4 Load PSI Flo. A 6 x 12 7 2403 8-30 9-2 70000 2.8.27 2480 44 B 1 7 2404 8-30 9-2 68 500 28.27 2420 ' 44 C 28 2405 8-30 9-23 28.27 --- D 28 2406 I 8-30 ! 9`2.3 28.27 — - F � .nrttorkc __ Truck# 40 Ticke'-# 004264 cc: City of Tigard _. _.�-- Resseger & GoLchall - Sal igZHenslee — Tigard School Dist. i23J Conitructlon Intpectlon 9 Related! rcltt Carlson Vesting, Inc. P.O. Box 23814 Tigard, Oregon 97223 !OB W3 CP-1266 Phone 15031 6414114 REPORT OF IN-PLACE SOIL DENSITY TESTS August 26, 1982 Client ___Gene Matney Construction Co. Pro,ec t _ Tigard High School Auditorium Soil Descuptlon 3/4"-0 Rock Max. Dr Density—__120.0 8.6 Nuclear 3411-8 Dry - _ Ibs.:'cu. ft. Optimum Moisture— ro Method of Test 4' r!�• I !Liv. �l/r rIt\D IN-PLACE OENSITn �or ro� — 7 E S r LOC A T I (?N — rr� wo. ole rust Itef.ieu. 11.1 Dir _ 8-26 1- _North Lobby Slab area , east end - -811 8.2 127.4 117.7 98. 1 8-26 2 North Lobby Slab area, middle -811 9.2 135.3 123.9 100.0- 8-26 00.08-26 3 North Lobby Slab area, west end - -811 7.5 139.4 129.9 100.0 I I I Remarks cc: City of Tigard -----R-e s s e g e r & Go t ch a 11- ---- - -- - --- - - - --- ---- - -------- --Ti qeW-Rhool Dist. -Kii — --- CARLSON TESTING INC. Tualatin Flrp. nistriel Inspectlon Notice 8405 SW Elligsen Road I'Llalatin, 'Dregon 97062 Phonp W-2601 Building Puns"AI)t to Sedion(s) of Rdopt I odes, the follnwi ng temp? 4"juire correcting- ---------- CAU FOR 4FINSPF-ClION OR ___.A _KZ13 IJILD ING DFPT. .-- Construction Inst+eetion 9 Related Teat Carlson Testing, Inc. P.O.Box 23814 Tigard,Oreton 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (503)6414114 Dote Molded: 8'? , 19 82—_ Job. No. CP-1266 Chew: Gene Matney Construction Co. Project Tigard High School Auditorium & Counseling Center Addreits: S. W.—Durham-Road Contractor: Gene Matne Const. Co. _------ -- _ 'y --------- Sub-Contractor: -- ---- Concrete Supplier: _ Oreaon Read Mix H. Pa pP .- --Ready _ C ..— ast by: son— y Weather: —� C10Udy Temp. h gh: __ 75 Temp. low: 60 — Location of Concrete Placement: Auditorium Pilasters n Strength Requirement- 30-0-0 _ - PSI o 28 — days Slump: __ —_ Cement Type: I _ N.) of socks:MW 18 Entrained Air Admix, Amount: _ Brand: ____. . Admix, Amount: ___Brand: Coorse agg. s':e 3/411 ---Type: Natural-_ _ _ - --- -----,Fine Agg. So:e• _ Bldgs -- Spec *t specimen lost 6T--Req-to Da:• Dar• ToreI Area Urio Lead I Revorr Nn. — Type Days Number Reed. Tesred Load PSI No. 1 A 6 x 12 7 9627 8-3 8-9 68,000 28.27 2410 40 B Set 2 121 8 i 9628 8-3 8-30 99,000 28.27 3500 43 C '-288 9629 8-3 1 8-30 96,000 28.27; 3400 43 D E Remarks -_ -_Truc_k#_38_ Ticket#._003754 1 -- cC.;---cl ty---.0f- gArd- -- --- Selig/Henslee ----- -___Messner A_Gntr-hal I _ Tigard School Dist. #23J s C'nnerrtichnn lneprMon eq Related Tuve Carlson Testing, Inc. P.O.Box 23814 Titprd,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(50316414114 Date Molder!! _.___8-2----- , 19.._82.____ Job. No. CP-1?66 Client Gene Matney Construction Company Project _ Tigard High School Auditorium & Counseling Center Address. 5� W�_._g2nd & Durham Road _ COI.troctor. .. ,.--Gene Matney Construction Co.Sub-Contractor: Concrete Supplier, — Ore on Rei+d M1 X H. a PV --------�----_�� Cast by: Payson Y Weather: _ CloudYT75 ti0 emp, high: Temp. low: Location of Concrete Placement: . Audi tori,.m Pilasters- — — — Strength Requirement 3000 PSI __ --- ----•------_- -- - . days 4tt Cement Type: . III H.E. —^ No. of socks: Entrained Air Admix, Amount: _ Brand: _ Admix, Amount: Brand: — Coarse ogg. size 3/411TNatural -- _Fine Agg. Size: _. 81dq__---. spearoen I spot—it, Testi Re,ute` Dore Dere _ TOW mo Load Repe.t No. Type Doy► Number Reed. Tested Load Are* psi No. A 6 x 12 3 9624 8-3 8-5 46,000 28.27 1630 39 B 7 9625 8-3 1 8-9 111000 28'.27 2510 39 C _289626 8-3 8-30 108,000 28.27 3820 42 I r r_ D i I E Remorks. ._�._ Truck# .�5_�Ti1�k_ nf Tigard -- Selig/Henslee —_..- ---- -- Resseg &�ntchalL— _ Tigard 'Schocl Dist. #23J stat Corutruction Inepecrion N Related Teutj Carlson festinp;, Inc;. V.U.Box 23814 Tigard,Oregon 97223 r REPORT OF CONCRETE TEST SPECIMENS Phone (503)641-41 4 Date Molded 8-2 19 82ga6. Na. CP-1266 Cent Gene Matney Construction Company Protect Tigard High School Auditorium & Counseling Center Address: S. W. 92nd & Durham Road Gene Matney Construction Co•Sub•Contractor: -. Con_tete ;,ppirt-, Oregon Ready Mix _ _Cast by: — H. Payson Weather - OUdy ... .—. _-- ------ Temp. high: 75 Temp. low: 60 -- Location o' Conc•e•e Placement: Auditorium Pilasters t' Strength Re.�:rc 3000 PSI t ._28..__ days Slump: -- - 4�3 Cement Type III -H.-E_ - ___ — No. of sacks ---- -----_..—_ Entrained Air _ ---•---___=� Admix, Amount: . Brand : Admix, Amount: -----__-Brand: _— Coarse egg. s ze 3/411 Type Natural Fine Agg. Size: Bldg. -- . I Roo.I to, .-- Date Dar• ---iota------T'—Arte � Limit Load �...Roo*'. ' ^ -,oa Dar, Nurnbn a.c'd. T.,t-d Lead PSI Ne. N 6 x 12 3 : 9624 8-3 8-5 46,000 28.27 1630 39 a_, 7 9625 _ 8-3 1 8.9 71,000 28.27 2510 39 C 28 9626 8-3 8-30 ! 28.27 E i ---�— ------ I - I -- •�e'roreti TCUCk# 25 Ti Ck_eU._A:�6809 —__ cc: City of Iigar_d_._... Selig/Henslee Re-,seger & .Gatchal l Tigard School Dist. #23J =- t� ('onrt.uct.on fnrpre-hnn C7 Related Ter. Carlson Testing, Int:. P 0.er,. 23811 Tigard,gregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (5031 sal 4114 Dere Molded .8-2- - , 19 82- Job. No. CP-1266 Cl ent Gene Matney Construction Co. Ptojert Tigard High School Auditorium & Counseling Center Ad,iress S. W. Durham Road Conienctor. Gene Matney Const` Co. Sub•Controctor: Con:'etc suppke, Oregon Ready Mix _ _-- Cost by: _ H. Payson Weather Cloudy Temp. hijh: _ 75 Temp. IoW: Loconon of Concrete Placement. Auditorium Pilasters Strength rReau •emert 3000 PSI 2$__ dors Slump: _411..-. Cement Type _- I _._._ No. of socks:_Mix# 18Entrained Air -. Admix, Amours --- Brand Admix, Amount --_._ —:,-Brand: Corse egg. s :e 3/411 Tyre Natural - _ F,re ,gg. S,:e. Bl do. ercr.ery 'rt;,...� -- -•.ri .- Repur.. mere Darr i Torel ♦.r U-1 Load Rromr_ ' No. Tror Dort NuTbu Reed. Te,red _ Load ° j PSI Ne, 6 x 12 7 9627 8-3 8-9 68,000 28.21 2410 40 t— ---7 B� Set 2 28 9628 8-3 8-30 28. 27 28 9629 �8-3 8-30 28.27 Rem--,A Truck= 38 Ticket# 003754 cc: City of Tigard —_- Selig/Henslee Ressger_.& OntcL'111 �— Tigard School Dist. #23J _ Construction Inspection & Urlated T'rttt Carlson Testin cn Ine. P.O. Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (503)Fiat 4114 Date Molded- 7-13_.__ 19 82.. .Job. No. CP-1266 Client Gene Matney Construction Company proectTigard High School Auditorium & Counseling Ctr. ✓ Addreis: S. W. 92nd & Durham Contractor: Gene Matney Const. Co. Sub-Contractor: Concrete Supplier Oregon Ready Mix -- Cast by M;Tabort Weather: .._.-. .---C10Udy Temp. high: 75 ---- Temp. low: 65 _— _-- Location of Concrete placement. Counseling center slab. n Strength Reqs, terriert 3000 P51 28 days slump: .___5 Cement Type: _-) No. of sacks: Mix# 18 — -- — Entrained Art --------_-- �. Admr,, 3r�n i ---- Admix, Amount _ B,and _--- _ Coarse Ogg. s::c' 3/411r pe Natural Frn� Agg. $r;e' Bldg. �Spec,1.. --�- T#t- • R• - T- -- 0�ser DeN De,rarpl Unit lead 4tpo.r I No. Type Days Number I Rrae'J. Ttsurd .nod PSI No, ----- 1 -- —} -----...._ to A 6 x 12 1 7 8971 7-14 7-20 35,000 28.27 1240 37 R L7 8972 7-14 7-20 40,500 28.27 1430 37 C 28 8973 7-14 8-10 ; 105,000 28.27 3710 41 D 28 8974 7-14 8-10 1 107,000 28.27 3780 1 41 F l i J TruLk# 41 Ticket= 003251 cc. _ City of Tigard Tigard School Dist. #23J Selig/Henslee Resseger & Gotchall F I Consrn,ction Insbection 9 Rebite,' Teits t Carlson Testing, Inc. _^ P.O.Box 23814 n9ard,Orpon 97223 REPORT OF CONCRETE TEST SPECIMENS Phorw(503)6,14114 Date Molded: ._.-.__7-13 19_._82__._ Job. No., U-1266 Client: Gene Matney Construction Company Project _Tigard High School Auditorium & Counseling Ctr. Address: S. W. 92nd & Durham I . Co. Contractor: Gene Matney Const Sub-Contractor: Concrete Supplier- Oregon Ready Mix Cast by: M. Tabert Weather: _-_Cloudy Temp. high: — 75 65 _ Temp. low: _ _ ^— Location of Concrete Placement: Counseling center slab. .r Strength Requirement: _' '� -- _ PSI a 28_._ days Slump: 511__ Ce-ent Type -.-� I _ -- __- No. of socks: MiX# 18---- Entrained Air ----__----- Admix, Amount. Brand: Admix, Amount: -------- Brand: Coarse ogg. size 3/411 Type: Natural Fine Agg. size: ----Bldg. - — Spoc-em Toss i R.pfcr•, 9ei• Der* Total Ar.o Unfi Load Rope't No. Typo Day+ Nu,be, Noe'd. Tot1*d Lead PSI No. A 6 x 12 7 8971 7-1.4 7-20 35,000 28.27 1240 37 9 7 8972 7-14 7-20 40,500 28.27 1430 37 C 28 8973 7-14 8-10 28.27 D 28 8974 7-1.4 -8-10 28.27 i Remarks trruc.kU_41._ Ticket# 003251_ _ Tigard School Dist. #23J Selig/Henslee----.. - - - Resseger & Gotchall !0 Constrr.ction In.ipection 9 Related T'esu Carlson Testing, Inc. P.O.Box 13814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Dole Molded 7-7 19_82 - 1266 Client Job. No. _ Caen, GeneAMatney Construction Company orolec, Tigard Kigh School Auditorium & Counseling Center • ,4dres t S. W. 92nd & Durham Contractor. Gene Matney Const. Co. Sub-Contractor: Concrete Supplier: Oregon Ready Mix Cost by M. Tabert W We .the, --Partly Cloudy 70 55 --------------------- ------ Temp. high: --- ---- Temp. low: Location of Concrete Placement: Counseling center footings arid foundation walls. ^� Strength Req cement -..— 3000 P51 28 days Slump; 5uA�—_-- - Cement Type ---_ _ 1 No. of socks: Mix# 18 _— _____.__ Entrained Air Admits, Amount: Brand: Admix, Amount: Brand: u Coarse ogg. s :e /4 - TYPt' Natural -- Fine Agg. Sire: SPDC—on Seee.nMn Test a Register Dr,re Dare I T I Area Unit feed Re Oorr Nn. lyos Days Nun+ber Rr.e'd. Tested i Load PSI No. A 6 x 12 �7 8754 7-8 7-14_67,000 28.27 2370 36 —_B 7 8755 7-8 7-'14 65,500 28.27 2320 36 f 28 _8756 7-8 8-4 104 500 28.27 3700 38 F _ 28 _8757__ 1-8 8-4 __106 00 28_27 __3750 F _I_r-ljc-kII-40 -TickeLII.0031.��------ _ cc.:_ . Cit)L-af-Tl gard_ Tigard School Dist. #23J Selig/Henslee Ressger & Gotchall Conttruetion Inrpecrion B Related Tertt Carlson Testing, Inc. P.O.Bon 23814 Tigard.Oregon 97: REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4 t 14 (late Molded -7---- , 19 82__ Job. No. CP-1266 (lent. Gene Matney Construction Company Project Tigard High School Auditorium & Counseling Center Address: _. .S. W. 92nd & Durham — -- —_ ---- --- - Contractor: .______gene Matney Const. CO. Sub-Contractor: Concrete Supplier: Oregon Ready Mix Cast b M. Tabert Feather Partly Cloudy Temp, high: _-_70__ -_ Temp. low: 55 Counseling center footings and foundation walls. Location of Concrete Placement: _-_------_—. __ ------------_--_--_..._._-.- ------ _- —_ � 3000 u Strength Requirement - -_- -- - - PSI d -_-`8 __-- days Slump: 5 Cement Type: I No. of sacks:___Mi X#_18 Entrained Air 41r-ix, Amount; ___.. ___ Brand: Admix, Amount: . Brand: coarse age. :.:-_ 3/4rr _.---Types Natural _ _- Fine Agg. Size: _-_S!_ay' - -_ -�- Spoc'.Rr ?— Specimen Test • Replste, Dor• Do,. Total Ar.e Un.r Load poporr No. Type Dors Number R.c'd. To%red Load PSI No. A� 6 x 12 7 8754 7`8 7-14 l 67,000 28.27 2370 36 B 7 8755 7-8 7-14 65,500 28.27 2320_ 36 f C 1 28 8756 7-8 8-4 28.27 28 8757 7-8 8-4_ 28.27 _ Remor' , - - __Truckt_44 --- Tigard School Dist. #23J Se i i g/Hens l.ee.._. Ressger & Gotchall INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection SIQQk - Date RequestedCf—Aad 7.16Time A.M. P.M. Address Permit # Owner � _ I1 a-416-- Lot Builder The following Building Code deficiencies are required to be corrected: z i d Presented to Approved Inspecto. [.� Disapproved Date CALL FOR REINSPECTION I YES 41 NO MMRKMAKMIUKM�V0ULEEAP-0.21a Cnn,rrucoon Inipecrron H Related Trite Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone 1503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Dote Molded --_6-16 19._82-- .lob. No. _ CP-1266 lent Gene Matney Construction Company -- - - - PrOeCt Tigard High School Auditorium & Counseling Ctr. Address: S. W. 92nd & Durham Contractor: Gene Matney Const. Co. Sub.Contractor: Concrete Supplier __-Oregon Ready Mix _ _ _ cast byw H. Payson Weather -- Fair Temp. high: 88—_—_-�_ Temp. low: 60____..__..___--_._._..- Lacon on of Concrete Placemen}: North perimeter foundation wall from G to N, stairway footing val1s. 3000 34 r Strength Requirement _. _ -- -- - ------ -- PSI n Z8 _ days Slump �.�--------------_--._ Cement Type. 1 -- -- ---W. No. of sacks -- — - --- Entrained Air ---- --—� Admix, Amount: _ — Brand: __ _.__T Admix. Amount: ____-_-__Brand: coat se ogg. s,:e 3/4" Type Natural Fine Agg. Site: - $l dig, Poe.-&I, I-- SP•c..n•n Te,r 0 p•a�tur Der• J Dar• feral Aree Unir feed R•pe.i� Ne. I TyP• _t Days Numb., R•e'd. T•,r.d —teed _---- PSI Ne A 6 x 12 7 8189 16-17 6-23 1 89,000 28.27 I 3150 29A B 7 8190 6-17 6-23 1 87,500 28.27 3090 __ 29 C 28 8191 6-17 7-14 1090000 28.,27 3860 35 D ' ! 28 ��t926-17 7-14 i ll1 OOO - 28821 3930 — 35 E I F Remar'AS Truck# 25 Ticket# 36709 -- -__ - - - - - __ cc; City of Tigard - Tigard - Tigard School Dist. #23d Resseger & GotchaII___. — - - - ----- --._ ---- - Selig/Henslee r� Construction fnsCectron N Related Tesu Carlson Testing, Inc. '�r 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone I5031 641-4114 Dote Molded: 6-16_ _ , 19-82 _-_ Jab. No. _ CP-1266 tient Gene Matney Construction Company °roiec Tigard High School Auditorium & Counseling Ctr. Addr.t,s. S. W-.--92nd--& Durham Contractor -Gene Matney Const. CO. Sub-Con•ractor: Concrete Su Ir.r Ore on Read Mix 'a. Payson Weathrr ___---F81r Temp. high: 88 Temp. low: �60 Location of Concrete Plarcment: North perimeter foundation wall fr-im G to N, stairway footing walls. Strength Requrremenr _—� 0PSI a 28__ - days Slump: ._._ �n Cement Type. No. of sacks �_.__�-_ Entrained Air Adm ix, Amount: _ Brand: —__ r� Admix, Amount: _-Brand: Coarse agg. s,:e 3/4n Ntl _-Type auraFine Agg. Site- =D --SoeNcnT.�e�—..T----Spetriwer _ ie.rr 0 iReupl,rn, r S se Total Ara -I- tnr LQe-e�d^. R._—po. Ttve Load psi Ne - -- 1 - A 6 x 12 1 7 i 8189 I6-17 623 I 89,000 - 28.21 _3150 29 - � B 7 1 81906-1.7 6-23 j 87,500 28.27 3090 29_- — �C — 08 8191 6-17 7-1Q 28.27 _ D� X28 1 8192 6-•17 7-14 8.27 E � I — I Truck# 25 li_cket# 36709 - _ _-- -- - ._ --------__--- - Cc: Ci Ly )f Tigard_. — ---- -- -- — Tigard School Dist. #23J Resseger & Gotchall Selig/Henslee Convtruction Inspection N Related TeLt.s Carlson Testing, Inc. P.O.Box 23814 Tigard.Oregon 97223 Phone (503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: __6-9 19_ 82._- Job. No. __.CP-1266 _ Client Cene Matney Construction Comp gy _ Tigard High School Auditorium & Counseling Ctr. Address. S. W. Durham Road Contractor. Gene Matney Cons trurtion_Co. sib-contro�tor: Concrete Supplier Oregon Ready Mix Cost by — C. M. Yuckert _ Weather: — Sunny .. _ --- - _l emp. high: - 85--- ------ Temp. law: 55 Location of Concrete Placement -.__Main beam support line 2,_ K to D; fine C, 1 to 2; line L,1 to 2.- Streno'i Requirement _ 3000 --- — __- PSI q __ 2-8--- days Slump: Ott Cement Type: I No. of sacks: _ _ Entrained Air Admix, Amount: _ _�_ Brand: --� _ Admix, Amount: .__—. Brand: Coarse agg. size: 3/411 __Type. Natural Fine Agg. Sr.e Soec.men�r So.eie.r Te6e A Relist.r Dalt Der• Tafel Arco Limit lad ReportNo. Type Days Nurnb.r — Rec'd. Tested Load --'_ PSI No. A 6 x 12 1 7 ,1 8025 1 6-10 _6-16 66,500 28.27 2350 25 8026 610_15-16 66,000 28.27 t2330 25 C ; r-12 _8027 �► 66--10 6-21- + 80,000 2 2830 r 28 D 288028 6-10 7-7 (__ 11_j M .?$21_ _33___1 �eT,r,s Truck# 32 Ticket# 2674 i cc; - ._City_ of Tigard ---------- -- - - -- - --- _ -- _ Ressger & Gotchall ___.. . Se ti g/Hens 1 ee Tigard School Dist. #23J Conttructinn Inrorction R Rriatra Tuts Carlson Testing, Inc. P.O.Box 23,914 Ttgsrd,Oregon 91223 REPORT OF CONCRETE TEST SPECIMENS Phone (503)6414114 Dote Molded -_-.-6,9 —.__ , 19_12 lob. No. _ CP-1266 �.I1ent Gene Matney Construction Company - ►, aIect Tigard High Schocl Auditorium & Counseling Ctr. Address: S• W• Durham Road Con t,ac to, Gene Matney Construction Co. Sub-Conrracto,: Concrete Supplier Oregon Ready Mix _ _ v Cast b": C. M. Yuckert Weather Sunny---- — -- — –— Temp. high: __ 85 Temp. low: 55-- — -- --- l_ocat ori of Cuncrete Placement, _- Main bean, support line 2, K to PL_line C,1 to 2; line Strength Requirement __ 3000 PSI o 28 _ days Slump. __411 Cement Type: _.___.—) —__— No. of socks: Entroined Air _ Admix, Amount: Brand: _ Admix, Amount: _ –Brond: .___ Coarse o n si.e: Natural Fine A99. site: spac.m SO.c.T.r I T.at 0 Dor• Data Total Aaa Umt Load R,po.t Na. Typa —� Days Nurah., Rac'd. T.ar.d Load Psi Na, A 6 x 12 ! 7 i 8025 6-10 6-16 66,500 28.27 2350 25 --: —_ -- - -t --- ------� --- -- �_ — B i 7 8026 6-10 1 6-16 66,000 28.27 1 _2330 25 C I--122 8027 L6-10 6-21 80,000 ��zL 2830 28 28 I 89f8 6-10 7-7 I F Remark: Truck# 32 Ticket# 2674 - - - -- -- cc_ Ci ty__of_Tigard — -------�.--- - --- Ressger & Gotchall Se 1 i g/Hens 1 Tigard School Dist. #23J Cnnrtriuction Int ,.coon R Relarrd 7eiu Carlson Testing, Inc. V.O.Box 23814 Tigard,Oregon 97223 REPORT OF COt4CRETE TEST SPECIMENS Phone(5331 641-4114 Dote Molded: 6-1 19_ 82Job. No. CP-1266 Client —_-_ Gene Matney Construction Company Project _Tigard High School Auditorium & Counseling Ctr_ Address- S. W.W 92nd & Durham Road Contractor: Gene Matney Construction L05ub-Contractor: Concrete Supplier Ore on Read Mix B. O'Connor p --- -— -----�----- Cast b y --- Weather —_Fair Temp. high: 65 - -- Temp. low: -- -- 40 Location of Concrete placement: All stage slab and panels 0, 19, 21, and 6, Strength Requirement- _.. 3000 _ PSl o _ 28 days Slump: _ 3tt Ceme-it TypeNo of socks: ..—._�_512 __.-- -__-- Entrained Air Admix, Amount. .__ Brand Admix, Amount: _-___--Brand: Coatse agg. size 3/4" T,P.! Nattu—ra—1-- Fine Agg. Site: E1-dg,- so.e—t. I So.C.- ( Test 0 R.prt.r �t Der. Det• I Total r Area U. Loaf r R.oert b.r R.c'e T ---- �— — __ -I No �-- Type Oo�f Nww ..r.d Load FSI No. a 6 x 12 ! 7 7926 6-8 6-14 93,000 j 28.27 I1 3290 i1-24 B 7 7927 6-8 6-14 95,OCn 128.27 3360 2.4 C 28 7928 6-8 7-5 ) 128,000 28.27 4530 34 D1 28 7929 6-8 7-5 ( .127,QOQ 28.27 4490 34 T- l !FIELD7930` i -•_,--�� 28.27 FIELD 7931 ��--_�.-�� 28,27 - ... *. cc: City of Tigard Selig/Henslee Resseger & Gotchal.l _—.___- ---.__--- ------ ----______.__---_.—.--__ . 'Tigard School Dist. #23J M., Construction Insptctron 9 Related Ferri Carlson Testing, Inc. P.O dox 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)6414114 Dote Molded - 6-7 --- . 19___82___ . Job. No. _ CP-1266 Client --_ Gene Matney Construction Company _ Project Tigard High School Auditorium & Counseling Ctr. Address: S. W. 92nd & Durham Road Contractor: Gene MatneY Construction Co-Sub-Contractor: Concrete Supplier ------Oregon Reams Mix _ —_- Cost may: _ B. O'Connor Weorher ---- Fcir ---- -- ---- ---- Temp. high: _- ---65--- - -- Temp. low: ----- 40 Locorron of Concrete Placement: _.__. _A11 Stere--Slab_-and panels 17, 1y , 21, and G,�—_ Strength Requirement 3000 — - -- - -- -- — PSI o __ 28 .__ dmfs Slump -_3"_ Cement Type. _—_I___----- �-.- No. of socks: -- 5�§-—_� Entiusned Air Admix, Amount: ------- Brand ------- —_____ Admix, Amount _Brond: r1 Coarse Ogg. sire 3/4n Type Natural Fine agg. Size. ._ _61.dg__. -- - SOetrx+•n Seetr-•� — DeyTeU G R•O.R09.60" Dot• Der• Torel ^•en i U� 1 Loed R•Pe.r Ne�_� Tyo• t Numb•r R•t'd. i•sr•d _Loed_ _�� 1 PSI Ne. A 6 x 12 17 - — 7926 6-8 6-14 93,000 1 28.27 3290 I 24 I 7927_ 6-8 — 6-14 i 95,000 28.27 3360 24 C j 28 7928 6-8 7-5 28.27 1 I I 2 7929 6-8 7,5 _ 28.27 E FIELD�__7930 6.8 7-5 1 2.8.27 t F FIELD 7931 6-8 7-5 _ _.28,27 a cc: City of Tigard -_ Selig/Nenslee Resseger & Gotchall TigarC School Dist. N23J r aw (_'nnuruefnn lnrh�ehon H Rtlafnl Turr Carlson Testing, Inc. P o.Bo• 23816 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (503) S41A114 Date Molded - 6-3 _ 19_82 -- - Job. No. _ CP-12-66 Client Gene Matney Construction Company Project Tigard High School Auditorium & Counseling Ctr. -Addn. Address, S. W. 92nd & Durham Road Contractor -Gene M-itney Construction CO. Sub-Contractor: — Concrete Supplier — PregoonReady Mix Cost by: H. Payson Weather: Partly Cloudy Temp. high: -- 65 --_-- Temp. low: Location of Concrete Placement: _ Panel #19, 31, 41 8. -- Strength Requirement ---,-- 3Q00 ---._--- PSI & 2811 days Slump: 4a _ – Cement Type: _ 1 _ _ No. of sc.cIts:--Mi X# 18 --- Entrained Air Admix, Arnount: Brand:_ __. Admix, Amount: ------Brand: Coarse. agg. s17e 3/V Type Natural Fine A99. Sire: _e_-81dg-._. - ----__-- — S0.C.Te.+ S00e.1.1 I T.sr 4 -R.p�sr..--- --�^ Der• Oar• �Tornl 4r.a � U—t Loed Reperr No. Type -_ Dors Num6.P Reed. Tesr.d Loed _ _- PSI I N - A^ 6 x 12 - 7 - J 7821 i 6-4 6-10 108,000 _28.27 3820 L 22 B 7 7822 6-4 G-10 10 ,000 28.27 �r 3710 i 22 �- -�_ _. 28 _ 7823 6-4 _7 _ 133.500 28.274720 32_ II 28 -4 ?-- � 131 ,QQ � E �emr r;s Trurk#...33-.-_Ii cket.}-n2453------.- — --- - - ---- ----- - --c c: -U ty--of- Ti-g a rd--- -------- -- - --- ----- Gene Matney Const. Co. --- Resseger At Gotchall C_onet.urt,on In,pection & Related Tutt Carlson Testing, Inc. P.O.Row 231314 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 15031 641 4114 Dote Molded: 6-1 . 19 82 Job. No. __ CP-1266 Client- w__... Gene_Matney Construction Company—Ti- —` Project i Tigard Hi 9h_School_ Auditorium & Counseling Addn._ _— Address: S. W. 92nd & Durham Road Contractor: --Gene_Matney--Cons t. Co. _ Sub-Contractor: Concrete Supplier: Or =__Rea(,C Mix Cost by: C. Rathbone Weather. Overcast __ — Temp, high: 65 _ Temp, low: 47_ — Location of Concrete Placement- Panels #28, 9, end 4. Strength Reautrement: — 3000----- - p,,, o y p: -..__— r __..28._ days Slum iii Cement Type: 1 No. of sacks: — Entrained Air ,— Admix, Amount: __. Brand: —_ Admix, Amount: Brand: Coorse agg. size, 3/411 Type Natural Fine Agg. Size: Spec-man Stree..ner. Tesr 4 Ree,sre,� Dare Det* To#jI Area Umt Load Reoorr Ne. Type De,s N,nn/e, Reed, Tested Load psi No. A I 6 x 12 7 7797 _- 6-2 6-8 98,00028.27 3470 20 r— ✓ B i 7 I 7798 1 6-2 6-8 95,500 26.27 3380 20 _ C 29 L 7799 6-2 6-29 122,500 28.27 4330 31 — I I D 28 I 7800 6-2 6-29 124.000 28.27 4390 ---� l F Remark s - -_ Truck# 41 Ti cket#-_002379_ _-- — _--- cc: City_ of Tigard__—_ Tigard School Dist. 013J Pesseger & Gotchall , Cnn tt.u�rnn Infv.hnn `! k�l, rrl brut Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 9722:1 REPORT OF CONCRETE TEST SPECIMENS Phone 15071 641-4114 Date Molded: 5-27 _ 14_ 82 _ Job. No. CP-1266 Client: Gene Matney Construction Company Project: ._-_ Tigard _High School Auditorium & Counseling_Ctr. Address: S. W. 92nd & Durham Road Contractor: Gene Matney Construction_Co. - Sub•Cont•actor: Concrete Supplier: —Oregon Ready Mix Cost by: B. O'Connor Weather: Fair Temp, high: 65 Temp. low: Location of Concrete Placement: Panels #22, 33, and 10. Strength Requirement -. 3000 _ _ -- PSI o 28 days Slump: 4 1.- Cement Cement Type: 1 No. of socks: Entrained Air • Admix, Amount: — Brand: Admix, Amount: Brand: Coarse agg. si;e: 3/4" _ _-Type: Natural ---Fine Agg. Site: ---8W4_ spee.eten—T spae.me. Tett i Revittet Dere Date Total Area Unit Lead Repe.t He. Typo Day, Nuntse_ Recd. Tatted Lead PSI Ne. A , 6 x 12 17 7745 5-28 6-3 103,000 28.27 3640 18 B 7 7746 5-28 6-3 99,500 2$.27 3520 18 C ! 281_ 1 7747 _ 5-28 —6-24 124,000 28.,27 4390 30 _D __1 2 1748 5-28 6-24 I 126,000 28.27 1 4460 1 30 I Ei j ReR arw s Tic.kQt# .002331 ----------- cc: Ci ty—nLTi4a.r_d___-_ Tigard School Dist. #23J -----_—_--Se 11-g/Hendee-. Resseger & Gotchall s+♦t Ccnitruction (n6rcoon 9 Rrlatcd Tun Carlson Testing, Inc. P.D.Box 23814 Tigard,Oregon 97223 Phone(503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded ----525---- -- . 19_-32. .- Job. No. -- CP-1266— Client Gene Matney Construction Company. Project Tigard High School Auditorium & Counseling Addition Address: --- S..- W.92nd-& Durham Road_ Contractor: _. Gene Matney Construction Co._ Sub-Contractor: Concrete Supplier: _ Oregon Ready Mix — ___-- Cost by: 3.-�Qrdan — Weather. -- SUnn /� —. Temp. high: 80 _ Temp. low: _--44---- — Location of Concrete Placement ____Three _panels and stem wall on west side ` Strength Requirement _ 3000 F - - PSI a __28—__ days Slump Cement Type, .— I _._ _- --- No. of sacks: M1 X _18_--_____ Entromed Ar: _ -- Admix, Amount: _—.-_ Brand: Water ---- Admix, Amount: ._ _5rond: Coorse agg. sr:e 11411 -- -Type Natural -_—Erne Agg. Size _—Bldg-.__ Sp.c•m.� Svc'77 7e.r R.a;,r.r Dor• Oar• TeHI I U-1 Lood N'---_—�-J- Tyr. — D., Numb•. R.c'd. T•.t.d Lood 4r�e I --PSI No. A E x 17_ 17 7683 1 5-26 6-1 130,000 28.27 3540 17 B 7 7684 5-26 6-1 97.500 28.27 3450 17 C 28 7685 5-26 6-22 131,000 28,27 4630 27 D129,000 28.27 4 ,60 27 28 7686 __-� 6-22 , E F T.ruckf _41 Ticket# 002278 cc -City- of T i g a r-d---- _ —-------- ---------- ---- Tigard School Dist. #23J Selig/Henlee - -- - --- - -- ----- -- Resseger & Gotchall w .. Cnn if uc tion In fie en(in F Rrlatrd Trrti Carlson Testing,-, hic. I_ P.O.Bow 23814 T{gerd,Oregon 97223 6hone (5031 5-:1-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: _--5 17__..—.._ , 19 82•-- Job. No. -�CP-1266-- Chen- Gene Matney Construction Company -----_. __. - -------- ---._. - _-----------moi; — -- Prolect ____ THS Auditorium & Counselinq_Additions 4044 Address: S. W. 92nd & Durham Road - CITY-W Cont,octa,: Gene Matney Const. CO. Sub-Contractor: Concrete Supplier Orgon Ready Mix Cost sby. Y S. Jordan Weather. _— Cloudy -- Temp. high: 59 Temp. low: Location of Concrete Olacement: _-_Two wall panels and center column on 1st west side panel from existing cafeteria. Strength Requirement' _-- 3000 -- Psi u 28___ days slump — 511 ----- _-_ _-- Cement Type. 1 --. No. of sccks:_ Mi XB 18 Entrained Arr -.—_-----------__—_2 Admix, Amount: Brand: Water Admix, Amount: _ Brand Coarse agg. si:e: 3/4" Type. Ne Lural ---Fine Agg. Size: __ -Bldg _ - -- spec—or, se.crm.• Test a R.9,six, — _Der. Dor• Total Atca Unvr Load i No. TVOa Dart H. b.r R.c�d. Towed Load Psi Ne. A 6 x 12 7 7501 5-18 5-24 96,000 28.27 3400 11 -I 7 7502 5-18 5-24 94,500 28.27 1 11 -- t C 28 j 7503 5-18 6-14 129,000 28.27 4560 23 r 28 7504 5- 18 6-14 1 127,600 28.21 4510 23 E I F Remor,s Truck# 36 Ticket#_092U5. _ ----- - -- - - -- - -- --- Tigard— Tigard igard --Tigard School Dist. #23J _ Ra«eger_A__Gotchalla--- --- - ------ --- .. . - - - -------- Selig/Henslee CITY OF T1GJRD ASHINGTON COUNTY,OREGOtJ December 29, 1981 I I Charles Selig 213 SW Ash Street Suite 201 Portland, Oregon 97204 Dear Mr. Selig: Attached are the necessary forms required to file for a variance with the City of Tigard. A variance is needed to allow for the prolosed high school auditorium to exceed the 35' height limitation in the R-30 zone, Reference Code Section 18-20.100. The high school was allowed as a Conditional Use under Ordinance 75-53. That ordinance also designated the land as R-30 - Single Family Residential. The next Planning Commission hearing is .—heduled for February 2, 1982. Applications received prior to January 15, 1982 will be considered at the February 2nd hearing, If you have any questions on the application, please give me a call. Sincerely, Elieabeth A. Newton Associate Planner cmv cc: Ed Sullivan Deb Fennell e 12755 S.W. ASI P0. BOX 23397 TIGARD, OREGON 97223 PK 539-4171 — 1 r� HU PREIS MMV +• P 0 BOX 117 • TUALATIN. OREGON 97062 • PHONE 6877601 W RUSSELL WASH6URN, CHIEF December 15, 1981 Chuck Selig Selig apd Henslee Architects 213 S.W. Ash - Room 203 Portland, Oregon 97204 Re: Proscenium Arch Curtain, proposed auditorium, Tigard High School Dear Chuck: Tiyard, Oregon The alternate curtain as proposee by you in the above captioned property is acceptable wi' t;,is department under the provisions of Uniform Building Codj Section 105 entitled "Alternate materials and methods of construction". We would recommend, however, that actuation of the curtain dropping also in;lude smoke detection as Nell as the fusible links as shown on the example plans as submitted by Sta_ raft Industries, Inc. If I can be of any further help to you, please feel free to call me at 682-2601 . Yours tr111yr,,- r Gene Bi r•chi l l Deputy Fire Marshal GB:dm cc: I=c, Walden, Tigard Bldg, Official i. ..� �o'C n