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10100 SW SCHOLLS FERRY ROAD ('Vo'd 3711C�HDS MS ev%TOT - i 20665 S.W. Blanton St. P.O. Box Y Aloha,Oregon 97006 DREG ,, 5031649.8577 DIST. March 23, 1981 RECEIVED Mr. Ray Lange CITY OF IIUAKU Project Manager Kell Company 10110 S. W. Nimbus Avenue Portland, Oregon 97223 Dear Mr. Lange: Reierence is made to our letter to you of October 29, 1980, concerning thc.. finish hardware installed on the exit doors from the rear of the warehouse spaces of the buildings which compose the Koll Business Center at Tigard. That is, when we initially examined the plans for this complex , and at the time of our October 29 letter, it was our understanding that the buildings would house only offices and storage facilities. The potential occipant load for storage areas is calculated on the basis of one pers)n for each 300 square feet of floor area. It has recently come to our attention that many of the "warehouse" spaces are or will be employed for another sort of use. This has a direct bearing on calculating the potential occupancy load of such spaces. When calculat- ing the potential occupant load of general industrial use areas, the factor _f 100 square feet per occupant is employed. Pursuant to the terms of the code which prevailed at the time these build- ings were constructed where the potential occupant load is more than 10 (floor area of 1100 square feet or more), exit doors are not permitted to have more than one locking mechanism. That is, "exit doors must be openable from the inside at all times for immediate exit without the use of a key, special knowledge or effort." And, the unlatching of any leaf must not take more than one operation. Fire prevention does not cost it pays Mr. Ray Lange Ftarch 23, 1981 Page 2 Accordingly, where the warehouse spaces are used for other than storage purposes and the space exceeds the aforecited 1100 square feet, then one or the other of the two latching devices which was the subject of our October 29 letter must be removed. Very truly yours, WASHINGTON COUNTY FIRE DISTRICT NO. 1 . n n Wilburn Dodge Plans Examiner jcc cc: —(i gard Building Department Inspector Jeffries �NGTOk C -40k 1� 3 2G €r }Q t- 20665 S.W. Blanton St. P.U. Box Y Oft 0,9161a* Aloha,Oregon 97006 ti 5031649-8577 DIST. March 23, 1981 Mr. H. E. Abderhalden SPECTRA International , Inc. '10180 S. W. Nimbus Avenue Portland, Oregon 97223 Dear Mr. Abderhalden: Re: SPECTRA International , Inc. Tenant Lease Space No. 1 - Building J Koll Business Center As requested, the plans for the development of the two new storage rooms which you recently submitted have beer reviewed with reference to fire safety regulations. As a result, we are listing as follows certain re- quirements which must be observed during the course of the construction and development of these spaces and occupancy, generally, of your tenant space. That is, your fabricating area was oriqinally approved as a warehouse. It is obviously not being used for that purpose. While we have no objections to metal fabricating within the building, there are certain minimum fire safety regulations which will apply. 1 . In all wood-framed walls and partitions, firestopping con- sisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required: a) at floor and ceiling lines. b) at 10 foot vertical intervals where ceilings are more than 10 feet above the floor. c) at maximum horizontal intervals of 10 feet in the case of double stud walls and partitions. Penetrations made in this prescribed firestopping to accommodate wiring, plumbing, duct work and similar utility runs must be packed. following the installation of said utility runs, in a manner which will maintain the integrity of the firestopping and cut off all con- cealed draft openings which could afford a passage for flamE (ref: Sec. 2517 U.B.C. ) Fire prevention does not cost...it pays Mr. H. E. Abderhalden March 23, 1981 Page 2 2. The finish hardware installed on the doors as shown on the drawings must be of the type which is openable from the ""nside" at all times for immediate exit without the use of key, special knowledge or effort. (ref: Sec. 3303 U.B.C. ) 3. The interior finish (i .e. wall and ceiling surfaces), must have a flame spread rating of not to exceed 200 as measured on the Steiner Tunnel Test Scale referred to as U.B.C. Standard No. 42-1 . (ref: Sec. 4204 U.B.C. ) 4. Acetylene cylinders stored within the building must be limited to a quantity of not to exceed 3000 cubic feet (250 pounds of MAP gas or LP gas) and oxygen cylinders stored within the building must be located a distance of not less than 20 feet from all fuel gases. All cylinders in storage must be firmly secured to prevent them from being tipped over. Cylinders in use must be secured to a stationary object such as columns or walls when not secured to a welding cart. (ref: Sec. 2.303 and 49.104 U.F.C. ) 5. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained in the project area and must be made avail- able to building and fire inspectors for reference during required construction inspections. (ref: Sec. 303 U.B.C. ) 6. Inspection and approval of construction by this office is required: a) prior to cover of any wood framing following the installation of all utility runs and firestopping referred to in requirement no. 1 . b) upon completion of construction and prior to occupancy and use of the project space. (ref: Sec. 305 U.B.C. ) 7. Upon completion of construction and prior to occupancy of the project space, a Certificate of Occupancy or other written authoriztion must be obtained from the Tigard Building Department. (ref: Ser_. 307 U.B.C. ) Mr. H. E. Abderhalden March 23, 1981 Page 3 Subject to the foregoing comments and stipulations, the plans under discussion are hereby approved. We are retaining a copy of the drawings for our records, we are forwarding one copy of the drawings to the Figard Building Department and we are herewith forwarding one copy of the drawings to you. The reference notes following each of the aforelisted requirements relate to Sections of the Uniform Building and Uniform Fire Codes wherein the require- ments are contained. If you should have any questions regarding any of the stipulations contained ii, this letter or if we can be of service in any other way, please let us know. Very truly yours, WASHINGTON COUNTY FIRE DISTRICT NO. 1 Wilburn Dodge Plans Examiner jcc cc: Ilon Howick (2) Inspector Jeffries Enclosure I -fS 889'81 V38Y 1V101 "SBZL'1 RZZ16 N003a0 'ONVDII 3nN3AV snewN 'M'S 08101 OZ 0L 9 0 r Guipl!nq „0-p 0 I AK Y n to 0ryJU _ { N (ll 1- O (� W Q a 0 ,r D to w cr. o - lE� a a[L r).W U d + N Q 6- liJ �rr U p- VI W lu l- � o r- a � l- N O s rw 1 t l- O O tin N co o �= pr; o C c i r cl C:)_ s' 0filf;) :OA m U Sy N n Z1 C7 :0. '--1 ec "- T+rn5 gh oo c C Nin n N N ;L fn K 1@�C.c{r s Off I C►4_U° "°'ti•1"""" building •� O 5 110 ?O 10180 SW. NIMJUS AVENUE TIOARD, OREGON 97223 OFFICE 4,528 SF. TOTAL. AREA 18,688 SF. 1 ' NI I I 1 I AV- NJ V J s VIS y r� I M � I `' I I N•J\ I l I I w I I I I ON 20665 S.W. Blanton Si. Aloha,Oregon 97006 503/649.8577 DIST. March 12, 1981 Mr. Ray Lange Project Manager Koll Company 10110 S. W. Nimbus Avenue Beaverton, Oregon 97223 Dear Mr. Lange: 1n confirmation of our conversation at yuur office on March 11 , 1981 , concerning the modifi :ation to the plans for the development of the tenant space for Grapnic Arts, we find the arrangement as shown on the submitted drawings to be acceptable insofar as fire safety regulations apply. We trust this letter will assist in clearing the way for the development of the project. Please let us know if we can be of service in any other way in this regard. Turning now to another matter, we need some sort of indication from your firm as to the method you have decided upon to reduce the flame soread rating of the insulation which forms the interior finish of the warehouse spaces. In addition, we need to have some sort of time frame for com- pleting this required work. Although we do not wish to press you with respect to this issue, we are obliged both legally and morally to pursue the matter with a certain amount of prudent vigor. That is, we must have some sort of commitment from you or we will be obliged to order and direct thatimmediate action be taken and to establish a deadline for the com- pletion of the remedial process. I trust you can appreciate and empathize with the position that we are in. We have been placed on notice, by Gwens-Corning Fiberglas, that a violation of the fire safety regulations �Xjsts s matters now stand, we are legally liable for any loss which �could be ed to the violati . We are hopeful ghat this issue can be resolv 7n the very near re. Ve / ul,1 yours, W I GT + UNTY F11 I)l` TRI (_ M. 1 Wilburn Dodge Plans Examiner jcc cc: ii,�d Walden Inspector Jeffries Fire prevention does not cost it pays 70)v 20665 S.W. Blanton St. )1 ; P.O. Box Y a Aloha,Oregon 97006 5031649-8577 $?� February 24, 1981 Mr. Ray Lange, Project Manager Koll Company 8253 S. W. Cirrus Drive Beaverton, Oregon 97005 Dear 111r, Lange: Confirming our telephone conversation of February 29, 1981 , in reference to our letter to your firm of December 30, 1980 (copy enclosed) , concerning the flame spread rating of the Owens-Corning Fiberglas Blankets which are, in fact, the interior finish of the warehouse spaces within the Koll Business Center - Tigard, in lieu of covering the insulation with foil re-enforced kraft or vinyl film, as previously suggested, this office will accept the application of an intumescent fire retardant paint to the kraft paper facing in order to achieve- an acceptable flame spread resistance. The brand of intumescent fire-retardant paint, if this option is employed, should be cl �rarl ,+f°e this office prior to application. Very truly Turrs, WASH IN�f CO+ T FIRE DISTRI l Wilburn od e Plans Examiner jcc cc: Inspector Keys Enclosure Fire prevention does not cost it pays KOLL CONTRACTOR January 27, 1981 City of Tigard Public Works Department 12420 S. W. Main Street Tigard, Oregon 97223 Ref: Koll Business Center Scholls Ferry Road, Tigard, Oregon TO WHOM IT MAY CONCERN: This letter is to notify you that the construction toilet trailer was removed from the above referenced construction site as of December 31, 1980. No further temporary sanitary sewer use will be required. Yours truly, THE KOLL COMPANY 409 —C�- -- Ray Lange, Project Manager RL/bp 8253 S.W. Cirrus Drive • Beaverton • Oregon 97005 •(503)6469681 ` GT08 c 7. Q' t— ��► 20665 S.W. Blanton St. P.O, Box Y Aloha,Oregon 97006 oe[s "V 5031649-8577 ST. J.,nua ry 13, 1981 Mr. Del Zander Koll Company 8253 S. W. Cirrus Drive Beaverton, Oregon 97005 Dear Mr. Zander: Re: Koll Business Center 10100 S. W. Schnlls Ferry Road Enclosed herewith i c.ottiv of a letter which I just received from Mr. Tom Campbell of the Fil= r �''�,�, Ca)--)oration which lists certain products which qualify to produce a, c:cr ale interior finish flame spread rating under the kraft faced insulotioi-, i, .:talled in this project. At least these are some materials which you might want to consider. When you have decided on what course to pursue with respect to this issue, we would appreciate being consulted and advised. It is a matter which must be addressed iaithin the near future. We trust we will be hearing from you . Very tru �; ours, WASHING ON COU TY IRE DIST RI 1 Wilburn Dodge Plans Examiner , jcc cc: Dave Herman Ed Walden Clyde Centers Inspector Keys Fire prevention does not cost .it pays 1L Am OWENS-CORNING FIBERGLAS CORPORATION (MAILING) P. O. BOX 2718, PORTLAND, OREGON 97208, PHONE: (503)620-1014 (STREET) 14101 S. W. 72ND AVE., TIGARD, OREGON 97223. PHONE: (503)620-1014 January 7,1981 TO: Fire Marshalls, Building Code Officials RE: Code Compliance for Euilding Insulation. Forour information attached y , you will find a recent publication from Owens/Corning Fiberglas concerning the; Basic Building Code (BOCAI ) , the Uniform Building Code (ICBO) , and the Standard Building Code (SBCCI ) , requirements for exposed applications of building insulation. Please note that standardf�i and kraft-fare building a.nL;! •- lations do not meet• these el bui requirements for exposed applications . As noted on the facing of these products , they should not be left exposed. Please read this brochure carefully and if you have any questions , please call me at 620-1014. Sincerely, OWENS/C'..,I;v iNG FIBERGLAS Dougl A. Vezina I Residential Construction Specialist DAV/lys PORTLAND BRANCH OFFICE OWENS-CORNING FIBEFOLAS CORPORATION P.O. BOX $9, SANTA CLARA, CALIFORNIA 05052 (406) 727-3536 January 6, 19,11 Washington County Fire District No. 1 P. 0. Box Y Aloha, Oregon 97006 Subject: Exposed Insulation Vapor Barriers Dear Will : To confirm our conversation of this morning, there are several materials available which can he used to cover the exposed kraft facing on the insulation installed in the roof systems of the warehouses in Aloha. We generally recommend a foil--reinforced kraft (I=RK) but there are also reinforced vinyls anc' plain unreinforced vinyl films, all of which have flame spread ratings of less than 25 and are UL labeled. The FRK facing is used in the metal building trade as well as for a vapor barrier on duct insulation. The vinyl films are primarily used on metal building insulation. I believe that you will find they are available in widths of 48 to 52 inches and should be in stock in the Owens-Corning Fiberglas Supply Center in Tigard. Mr. Mark Cameron is manager of the Supply Center and can give you additional information. We would appreciate it if you would discuss this problem at the next meeting of your Fire Marshals Association. VeW truly yours, T. C. Campbell , Manager r Odes and Standards for Public Safety TCC/c1 cc: Doug Vezina - Portiand Branch Mark Cameron - Portland Supply f 20665 S.W. Blanton St. P.O. Box Y Aloha, Oregon 97006 5031649-13577 January 5, 1951 Mr. Del Zander Project Manager Koll Company 8253 S. W. Cirrus Drive Beaverton, Oregon 97005 Dear Mr. Zander: Re: Koll Business Center 10100 S. W. Scholls Ferry Road In reference to my letter to you of December 30, 1980, this morning I received a call from Mr. Torn Campbell of the Santa Clara offices of Owens-Corning Fiberglas Corporation. We discussed to some length the problem with which we are faced with respect to the Kraft Faced Insu- lation blankets. As a result, Mr. Campbell advised that they have a material which he referred to as foil re-enforced Kraft or F-R-K which, among other things, is employed as a wrapping for Fiberglas HVAC duct work and doe., have a flame spread rating of 25 or less. This material comes in 50-inch-wide rolls, as I understand. He suggested, as another option, the stapling of this material to the roof joists immediately below the Kraft Faced insulating blankets. Although the application of this material will , no doubt, entail a considerable expense, it appears at this juncture to be the least expensive method of meeting Code requirements which I have heard oi so far. Fire prevention does not cost- it pays Mr. Del Zander January 5, 1981 Page 2 Again, we must remember that it is only necessary to achieve a flame spread rating of 200 or less. Mr. Campbell advises that the F-R-K material far exceeds the performance criteria. In any case, and as I advised ou previously, I will continue to attempt to be apprehensive fav' any ther options that mi ht present themselves. Very. t ly yours, r WAST XGION OUNTY FIRE DIS I01 N 1 a Wilburn Dodge Plans Examiner jcc cc: vfd Walden Clyde Centers Tom Campbell Douglas Vezina D:VP. !ierwarl Insoecto- Keys yr„ TU)y c, OG 20665 S.W. Blanton St. 1 P.O. Box Y RE 60* Aloha,Oregon 97006 50.q/649.8577 DIST. December 30, 1980 Mr. Del Zander Project Manager KolI Company 8253 S. W. Cirrus Drive Beaverton; Oregon 97005 Dear Mr. Zander: Re: Koll Business Center 10100 S. W. Scholls Ferry Road Regarding our telephone conversation of December 29, 1980, concerning the Owens-Corning Fiherglas Kraft Paper-faced Insulating Blankets which have been installed beneath the roof of the buildings which com- pose this complex, needless to say, the news contained in Mr. Vezina's letter of December 5 (copy enclosed) which I received on December 29, came as quite a shock. Until that time I had no idea that the paper and foil-faced Owens-Corning Fiberglas Blankets had a flame spread rating of over 200. I have since been in contact with the Owens-Corning people and they advise that the flame spread rating is significantly greater than 200 in both instances. Apparently, this, is due to the bituminous base mastic which they use to adhere the facing to the blanket. The reference to Section 1718 in the Owens-Corning letter, incidentally, has no bearing on the Koll Business Center on Scholls Ferry Road since the project was started considerably before the effective date of the Section as it currently reads. That is, our records show that we approved the plans in the forepart of May prior to the effective date of the 1979 edition of the Uniform Building Code as amended and adopted by the State of Oregon. Fire prevention does riot cost, it pays � �w Mr. Del Zander December 30, 1980 Page 2 On the other hand, the provisions of Chapter 42 of the Code have not changed substantially in many years. Therefore, the flame spread rating limitations for interior finishes of wall and ceiling surfaces as contained in the 1976 edition of the Code ware in effect at the time the permits were issued for the construction of these buildings. Section 42.04 and Tables 42-A and 42.-B, in conjunction one with the other, require that the interior finish of rooms or areas not exceed a Class III rating which, on the Tunnel Test Scale, is a flame spread rating of not greater than 200. However, Section 4201 states in part " . . . requirements for finishes in this chapter shall riot apply to trim, . . . nor to materials which are less than 1/28-inch in thickness cemented to surfaces of walls or ceilings, if these materials have a flame spread characteristic n_o _gr�ater than a er of this thickness - cemented to a noncombustible barking IT suppli �dj While I think the spirit and intent of the Code would preclude the Kraft faced insulation blankets being employed as an interior finish without cover, there does appear to be the possibility cf a conflict in requirements particularly when one considers the quoted section in conjunction with the current reading of Section 1118. With reference to our discussion concerning investigation of the material in question prior to its application, it is not only possible but highly probable that either- Mr. Lange or Mr. Calhoun checked with me beforehand and I would have had no reason not to consider the product acceptable. That is, both Mr. Lange and Mr. Calhoun have been except- ionally careful and cooperative in not proceeding without getting prior clearance. While I do not recall having discussed specifically in- sulation in the context of interior finish, if either one of them recall having discussed the issue with me I am sure that they did. I am equally sure that I would not have considered the roof insulation a significant factor with reference to fire safety requirements. The Owens-Corning letter has, of course, served to drastically change that point of view. Except for placing circumstances in perspective, rehashing of what trans- pired does little to solve the problem at hand. I will personally continue to pursue the issue in the hope of discovering some solution which will be relatively simple to implement. But, as matters now stand, it would appear that there are very few options open. Probably the most effective means of resolving the issue wound be to install a ceiling nailed directly to the joists in each warehouse space. This could, however, creatr. a separate problem; i .e. ventilation of the dead air space between the ceiling and the roof deck. The second option which comes to mind is application of a fire retardant finish to the Kraft paper facing. Whether or not this could be an effec- tive remedy would be something I would need to pursue in greater depth with people having a more technical background than I have in this field. E -- -- - Mr. Del Zander December 30, 1980 Page 3 A third and least desirable option, from my -_ of reference, would be to appeal the issue to the appropriate Board of Appeals ( in our instance, this would be the Fire Code Board of Appeals) in the hope of obtaining a variance based upon mitigating circumstances which you would have to convince the Appeal Board prevail in this case; e.g. negligible and intermittent human occupancy. As previously stated, I will continue to pursue this matter in the hope that we may resolve the issue with the least amount of discomfort for all persons involved. If, in the meantime, any possible solutions present themselves to you or if we can explore possible courses of action together, I would appreciate it if you would contact me. Very t y yours, WAy I GiON COUNTY [IRE DI R- T NO 1 dilburn Dodge Plans Examiner jcc cc: t--Ed Walden Clyde Centers Douglas Vezina Dave Herman Inspector Keys Enclosure SIA 7! w FIRE PREVENTION BUREAU 00694 OFFICE OF' FIRE MARSHAL INSPECTION NOTICE OWNER AeA DATE OCCUPANT '} r ' `:GUPA h=YA LOCATION ~ s _ YOWR ATTENTION IALLEO TOWE FOLLOWING FIRE SAFETY DC vICIENC4 St t r om !f y� FAILURE_ TO CORRECT THE ABOVE CONDITIONS WITHIN DAYS WILL ►R' E/ OU LI L PROSECUT K:.SHOU D FAM RE9UL.T FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAbE''TO/P.E pit& R /PERTY UN ROVI IO N8110F DRS 470 1 90 1T�1 .//////��...,,,�� /\ "C WASHINGTON COUNTY FIRE DISTRICT#1 l �jFl,RE ,MARSHAL 20885 S.W. BLANTON STREET P.O. BOXY PRESENTED TO ALOHA,OREGON 97008 849.8577 FORM 900 - 40 II+ J FIRE PREVENTION BUREAU 0 Q OFFICE OF FIRE MARSHAL 693 INSPECTION NOTICE i OWNER DATE or o . -OCCUPANT �' UPANCY 42 LOCATION YOUR ATTENTION ID LLED TO T E FOLLOWING FIRE SAFETY DEFIC"t/.c ie -' +0 1�v el 6N& Yll, r FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN DAYS WILT MAKE J��O///ILVLIA® "rR'-J.Q PROSEG UTIO SHOULD,,KI E I RESULT FROM 9UCt1 CONDITIONS YOU MAY BE LIABLE FOR DA.MAGE.i TO P N�OII. P*6 V- UN PROVIS�, �f ORS 47? 100 -.-'-- 1 .. WASHINGTON COUNTY FIRE DISTRICT#1 SHALi 20666 S.W. BLANTON STREET P.O. BOXY ALOHA,OREGON 97006 649.6577 PRESENTED To FORM 000- 40 i I I i i I FIRE PREVENTION BUREAU 2 OFFICE OF FIRE MARSHAL 6 9 INSPECTION NOTICE OWNER DATE OCCUPANT lh'14 VAC-c OCCUPANCY LOCATION oloa e� YOUR ATTENTION 15 CALLED TO THE FOLLOWING' FIRE SAFETY DEFICIE14CI-31 FAILURE TO CORRECT THE 413OVE CONDITIMNS Y'THIN DAYS WILL mAkL Y.9�14 LIAqcx �6 optcsftcui:IaI,4 GHOULD F10E RES-jLT FROM SUCH CONDITIONS YOU MAY B,--- LIA&LE FOR DAMAGES TO P'KASON*- fR lb 'go T UNOMP �'*ROVI-;IONV 0 T C Ry 479 Igo 17 Fty--l-Y WASHINGTON COUNTY FIRE DISTRICT#1 FIRF. MARSHAL 20666 S.W. BLANTON STREET P.O. BOX Y ALOHA,OREGON 97006 649.8577 PRESENTED TO FORM 900- 40 FIRE PREVENTION BUREAU 00630 OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER J1 DATE OCCUPANT Xi AZ,l ' CCUPANCY J LOCATION YOUTTENTION IS CALLED TO THE FOLLOWING FIRr SAFETY DEFICIENCIES r' FAILURE TO CORRECT - HE A.011 CONDITIONS WITHIN DAYS WILL MAHF. YOU LIAPLE TO PROSK,C6ITION SHOULD FIRE RESULT FROM SUCH CONDITIONS YOU MAY PE LIABLE FOR DAMAGES TO PE RLhHI PROV BIONS OF ORS 479 190 �FEPV'yNOFn a lay WASHINGTON COUNTY FIRE DISTRICT#1 y �/ p`t14E MARSWA 20665 S.W. BLANTON STREET P.O. BOX Y %/, ALOHA,OREGON 97006 649.8577 PRE"N'14M TO FORM 000- 40 ar � oar � oar oar �s sae FIRE PRE VEN"TION BUREAU 00679 OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER /i ) f GATE r__ OCCUPANT d' ANCY C^� LOCATION1 YOUR ATTENTION 15 CALLED TO THE FOLLOWING FIRE uAFETY OEFI Ct4.1 �-- A R FAILLIRE TO CORRECT THC AHOVE CONDITInNS Y/ITHIN _OAVS WILL MAKE YOU LIABLE TO PF70SECU TI SHOULD FIRE RESULT FROM SUCH CONDITIONS YOU MAYPE LIABLE FOR OPMAGE9 TO PERSO41IS OR PR�OPTTY UND R/pFi 510 DOF'� ORS 479 190 /� I . ♦ .' WASHINGTON COUNTY FIRE DISTRICT Ali 6Y� IRE NIARRHAL 20885 S.W. BLANTON STREET P.O. BOXY y.✓ � ALOHA,OREGON 97008 849.8577 FSRESEMTED TO-/ FORM GOO - 40 FIRE PREVENTION BUREAU 11S. a OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER / �l —DATE OCCUPAN ' { I '� _OCCUPAN rl LOCATION YOUR ATTENTION IS CALLED TO THE FOLLOWING FIRE SAFETY DEFICIENCI FAILURE 1-0 CORRF.C1" THE ABOVE CONDITIONS WITHIN DAYS WILL MAKE Y.$$G�"LIABLE 10 P6 14 OS 10 SHOULD FIRE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLL FOR DAMAGES TO PE !Ob/ oR pgRSVILRTY. ry/U �1reA1 �Nyd_O ORS X79 19U .. BY � ! -1 WASHINGTON COUNTY FIRE DISTRICT#1 'IRk M RENAL 20885 S.W. BLANTON STREET P.O. BOX YgfTo ' ALOHA,OREGON 97008 849.8577 FORM VOO - 40 I SII! FIRE PREVENTION BUREAU 00654 OFFICE OF FIRE MARSHAL. INSPECTION NOTICE OWNER DATE _ OCCUPAN I ' c OCCUPANC LOCATION 7LI . JJ YOUJIP ATTENTION IS CALLED TO THE FOLLOWINFIRE SAFELY DEFICIENCIESI r J " FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN_��_DAYS WILL MAKLf ^ 11'�!B TO PPOSEC N 0HOUt.D FIRE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE F0 -DAMAGES 10 P ;piV��O PT U P"OVIOONIS OF VVV i �' ORS 479190 � r. �' , GY WASHINGTON COUNTY FIRE DISTRICT Alii . OI(E MARSHAL . t 20665 S.W. BLANTON STREET P.O. BOX Y rer(( I « ALOHA,OREGON 97006 649.8577 FIR FORM 90040 FIRE PREVENTION BUREAU00653 ;T 7FFICE CF FIRE MARSHAL INSPECTION NOTICE OWNER--416// DATE OCCUPANT LOCATION " a� /' r YOUR ATTEN TIO IS CALLED T THE FOLX.OWINC FIRE_ SAFETY DEFICIENCIESI ;j FAILURE TO CORRECT THE ABOVr CONDITIONS WITHIN__�DAY$ WILL MAKE YCU LI LE T P ECUTION, OULD;'FIREj' SOU MAY BE LIABLE FOR OAMXDC9 TO .PERSON6 O PR P Y UND R O NSO RESULT FROM SUCH CON OI TI OtJS �y OR!Azo too. /17Y WASHINGTON COUNTY FIRE DISTRICT#1 IRE SHAL r 20885 S.W. BLANTON STREET P.O. BOX YP(. " ALOHA,OREGON 67006 649.8577 0--� FORM 900 40 v FIRE PREVENTION BUREAU 00652 OFFICE OF FIRE MARSHAL.. INSPECTION NOTICE OWNER -DATE OCCUPANTl • CCI�.PANCY LOCATION YOUR ATTENTION 19 :ALLIED TO THEFO O ING FIRE SAFETY DEFICIENCIES, * Or ) l.► FAILURE TO CORRECT THF_ AHOVE CONDITIONS WITHI�DAYS WILL MA L E TO PROSECU N. 50100I_D FIRE LE�J OR RESULT FROM SUCH CONDITIONS YOU MAY FIE LI AIS4DAMAGES T /P 84 E TY E \P OIS'ONS OF ORS A79 IPO \\ •-- _// / �� .,, .JA�C� WASHINGTON COUNTY FIRE DISTRICT 01 yV/ F RE MARSHAL •/ i 20665 S.W. BLANTON STREET ►'.O. BOXY ALOHA,OREGON 97006 949.8677 xo �-�- FORM 900 40 FIRE PREVENTION BUREAU 00651 OFFICE OF FIRE MARSHAL INSPECTION NOTICE O W N E R rL� l (J I''� / -GC ---DATE- OCCUPANT ATE_OCCUPANT '/DCCUPANCY��JI~. C LOCATION YOUR TTENTION CALLED TO THE FOL"WIN,Q FIRE SAFETY DEFICIENCI // �� ^ / jm FAILURE TO CORRECT TI-4F ABOVE_ CONDITIONS WITION DAYS WILL MAKE• LIADLE TO PROSECUTION HOULD IRE' rt$rr RESULT FROM SUCH CONDITIONS YOU MAY BL LfABL(F OR DAMAG E'.-TO OR/ pljO ER V UN EW PRO s 0 OHS A/0 1 g BY L WASHINGTON COUN i Y FIRE DISTRICT#1 FIRkMARSHAL_ 20685 S.W. BLANTON STREET P.O. BOX Y of CI(c4 ALOHA,OREGON 97008 849.8577 TO FORM COO- 40 I I GToly 20665 S.W. Manton St. P.O. Box Y Aloha,Oregon 97006 5031649.8577 October 29, 1980 Mr. Ray Lange Koll Company 8253 S. W. Cirrus Drive Beaverton, Oregon 97005 Dear Mr. Lange: Re: Koll Business Center 10100 S. W. Scholls Ferry Road This letter will confirm our telephone conversation of Wednesday, October 29, 1980, concerning the finish hardware that apparently has been installed in the personnel doors which lead to the exterior from the warehouse sections of the buildings which compose this complex. It will be noted that the plans ror this project were examined under the terms of the 1976 edition of the Uniform Building Code (as contrasted with the 1979 edition which is currently in use) which contained no stipulations or restrictions with referLnce to finish hardware for exit doors serving an occupant load of less than 10. Accordingly, as I understand the provisions of Section 3303 of the 1976 edition of the Uniform Building Code, the two latching devices which have been installed on the doors under discussion are permissible so long as the storage or warehouse areas do not exceed 3,000 square feet in area; i .e. have a potential occupant load exceeding 10. We trust this letter will serve to clear the record. Please 'let us know if we can be of service in any other way. Very truly yours, WASHINGTON COUNTY FIRE DISTRICT NO. 1 ( ( ) 0 4-C d qc a Wilburn Dodge fire Prevention Bureau jcc cc: Ed Walden Inspector Keys Fire prevention does not cost...it pays FIRE PREVENTION BUREAU t' 00243 OFFICE OF FIRE MARSHAL INSPECTION NOTICE / OWNDATEER G l OCCUPANT - ' OCCUPANC LOCATION -�l \6 YOUR ATTENTION 19 CALLED TO THE.POLLOW40 FIR•i SAFT,TY b tGiSNGIiL 1 �' �. / r i ' ! a FaILURE f0 CORRECT TNF ABOVE CONDITIONS WITIU',l__DAYS WILL MAh YPIV „ P TC PROSECU/!� SHOULD FIRE RESULT FROM SUCH CONDITIONS YOU MAN' BE LJAP_LF FOR DAM 069 TO WE bNll_.—. NU715 F 'PROVISIOt OF �[ . ORS 479 19(1 BY WASHINGTON COUNTY FIRE DISTRICT M1 I M SHAL 20665 S.W. BLANTON STREET P.O. BOX Y ` ALOHA,OREGON 97006 649.6577 PRESENTED TCI' FORM 900 - 40 1 FIRE PREVENTION BUREAU 00238 OFFICE OF FIRE MARSHAL INSPECTION NOTICE r l � OWNER DATE�� - - L OCCUPANT fill, CCUPANCY.. LOCATION YOUR ATTENTION 19 CALLED' TO Tptk FOLLOWING FIRE SAFETY OEFICI CIElt , let _ t • Ir� r' f V D . t FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN OATS WIL.I_ MAKE YOU LIA` LE -'O PROSECUTION �HOJCO�d4RE .RESULT FROM SUCH CONDI TION9 YOU MAY BE LI At?l.E FOR DAMAGES TO PEt;s0N1 O tyh OpF LY Ut�{�ER MOV111 NE'O URS !79 190 BY ( ! f 'l WASHINGTON COUNTY FIRE DISTRICT#1 NR�MtRlSNAL 20885 S.W. BLANTON STREET P.O. BOXY PRE86NTE0 Tb -� ALOHA,OREGON 97008 849.8577 - FORM COn - IO I FIRE PREVENTION BUREAU 00 2. OFFICE OF FIRE MARSHAL t. INSPECTION NOTICE OWNER �I 1 /.. -----DATE OCCUPANT, 'e LALLOCCUPANG LOCATION ` (. / cZ j,.. YOUR ATTENTION IS CALLED TO THE FOLLOWING FIRE SAF-TY DEFICIENCIE y. r rY 117=x1 FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN DAYS WILL MAKE YOU LIABLE 10 PROSECUJION SHOULD FIRE RESULT FROM SUCH CONDITIONS YOU MAY BF_ LIABLE FOR DAMAGES TO PERSONS Ort PROPgRI veNDPROVISIONS OF oRe 4Ta.loo. Yt i L f WASHINGTON f.OUNTY FIRE DISTRICT#1 FIRE WO-111- 20665 /�`1�-•�-- 2066b S.W. BLANTON STREET P.O. BOX Y / ' d ALOHA,OREGON 97006 649.9577 `�pKSRNT D To FORM 900 - 40 ar sst C'on.+truction Inspection 9 Related Tests Carlson cresting, Inc. P.O.Box 23814 Tigerd,Oregon 87223 REPORT OF CONCRETE TEST SPECIMENS Prone(503)641-4114 Date Molded: __-_- 10-14 19_ 80-__- Job. No. CP-848 Ci,ent The Koll Company Projert Koll Business Center address Tigard, -Oregon---- u n tr ac to r regonuntractor. -� The Koll Company Sub-Contractor Concrete Supplier: Aphis Ready Mix Cost by: S. Jordan Weather . . _ Cloudy --_ - - _ Temp. high: _ 62 Temp. low: _ 35 Location of Concrete Placement: Stairs Strength Requirement- 2500 P51 @ 28 — days Slump! 2 3/4° Cement Type: _ 1 No. of sacks: 5 i - Entrained Air -_ Admix, Amount: Brand: -__ Admix, Amount Brand: Coarse a 3/V 98• si:e: . _ . .-_----- Type: Natural ----_. Fine Agg. Size: ---Bldg. Specimen Specimen Test r Register Do - rare Totol -`-^ eo Unir food Report No. Type Days Number Recd. Tested load P51 No. A 6 x 12 7 1435 10-15 10-21 45,000 28.27 1590 54 8 28 1436 10-15 11-11 87,500 28.27 3090 _ 5_6 C 28 1437 10-15 11-11 88,500 28.27 3130 56 E F Remarks: __ . Truckft159_._Ti-cket# _122333 cc-: __---Ci tv .Q i and -- - Aphis Ready Mix - Construction Inspection 9 Related Testa Carlson Testing,Inc. P.O.'lox 23614 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 160316414114 Date Molded: 10-14M 19 80 Job. No. _. CP-843__ Client! -- _ - The Kol l Company Project:-- -_-_ Kol l Business Center Address: _ _ Tigard, Oregon Contractor: ______The. Kol l Company _ Sub-Contractor. _ Concrete Supplier: Aphis Ready Mix Cast by: S. Jordan Weather: C10Udy _ Temp, high: _ 62_______ Temp. low: _ 5 Location of Concrete Placement: _- Stairs u Strength Requirement _ Z500 i - PSI 0 -__28 days Slump: 2 3/4 Cement Type _ I No. of socks:___—�__.__—_-__ Entrained Air Admix, Amount: ___..._.-__ Brand: ------.-- Admix, Amount: _ _ Brand: Coarse ogg. size: 3f4u-------Type:. __._ Natural - - - - ------Fine Agg. Six*: bldg. - $peermen Spot imen Taft P Register Dore Dor. Tato) Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. A 6 x 12 7 1435 10-15 10-21 45,000 28.27 1590 54 8 28 1436 10-15 11-11 28.27 C 2.8 1437 10,15 11-11 28.27 D E - F Remarlr s: Truckt 159 Ticket# 122833 Tid_`_ Apnis Ready Mix _ FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 00?'10 INSPECTION NOTICE OWNER DATE f %7 r dl/ ...� OCCUPANT rr f i CCUPANCY LOCATION YOUR ATTENTION IS CALLED TO 1HF FOLLOW[ lb F RE S AFETY DEFICIENCIES - FAILU4E TO CORRECT THE ABOVE CONDITIONS WITHIN!_OAYS WILL MAKE YOU LIABLE TO PROSECUTl SMUULD FIRE RESULT FROM SUCH CONDITIONS YOU MAY BF. LIABLE FOR DAMAGES TO PERSONS IOROPEI71r Y. UNp§r PppV19lONS OF ^'a 479 100 " �F.3Y WASHINGTON COUNTY FIRE DISTRICT X11 �..JFIRE-MARSHAL am, 20066 S.W. BLANTON STREET P.O. BOX ; / :1 r U r ALOHA,OREGON 97006 649.8677 }MlI�I Tn FORM 000 - A0 1 FIRE PREVENTION BURCAU 00229 OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER A' l '' i - _--DATE _�� .� ? OCCUPANT r �� >�CCUPANCX 1 LOCATION (' YOUR ATTENTION 13 CALLED TO THE FOLLOWING FIRE SAFETY OERICIENf *$r t I=AILURE TO CORRECT '.HE ABOVE CONDITIONS WITHIN DAYS WILL MAKEYOU LBLE TO bROSECUTION, SHOULD FIR RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO OER�r914 t! PAOPEAR TY U GGl1-'PROVISIONS OF OR!470.1!0. c By � — FIRE MARSHAL WASHINGTON COUNTY FIRE DISTRICT M1 -4.--r / � 20665 S.W. BLANTON STREET P.O. BOXY '� r rr't;•'. PRE9ENT[D TO ALOHA,OREGON 97006 649.8577 FORM 000- 40 f +sl - aim Con4truction Inipectdan N Related rest# Carlson Testing, Inc. P.O.Box 23814 Tigard,Orgon 9'1223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)641-4114 Dote Molded: 10=7- 19__80 Job. No. CP-848 Client: The Koll Company Project: Koll Business Center Address: - Tigard, Oregon Contractor: The Koll Company _ _ Sub•Cont►octor: Concrete Supplier_- Aphis Ready Mix _ Cost by: _. C. Rathbone Weather: Clear a _--- Temp. h;gh: . 70 _Temp. low: - Location of Concrete Placement Gazebo columns and wall for foundation. Strength Requirement ---- P51 days Slump: 2n 28 1 Cement Type: 1 No. of socks:_ 51 - Entrained Air Admix, Amount: - Brand AEA _ -- Admix, Amount: Brand: 3 4" Type: Natural --Fine Agg. Size• Bldg. Coarse egg. size: . T e: Svre men Specimen Test p Register DaH Da►e Terel Arre Unit toed Rrpar No. T ,, Days Number— Ree'd. Tested Load PSI No. A 6 x 12 7 1204 10-8 10-14 _71,500 28.27 2530 —53 f -- - ---- ---— — _ 28 120510-8 11-4 101,000 28.27 --i 3570 55 C 28 1206 10-8 11-4 103,000 28.27 3640 55 Remarks: _.__ City_ .Of Tigard_ __ Aphis Ready Mix - >� IN Construction lnsbection & Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841-4114 10-7 80 CP-848 Dote Molded: .- — A_ , 19-_--� Job. No. —_—�_ Ciente The Koll Company Koll Business Center Protect' ------------------ —�.---------- —._.._ --- ------ -- Address: Tigard, Oregon The Koll Company Contractor: __ Sub•Contractor. Concrete Supplier: Aphi s_Ready Mix Cost by: C. Rathbone Weather: —__ Clear _—� "- Temp. high: 70 Temp. low: Location of Concrete Placement: _Gazebo columns and wall for foundation.------- Strength oundation. — — —Strength Requirement: 3000 — PCI 0 28 days Slump: Cement Type: 1 Nn. of sacks: . _5?._____—___ Entrained Air Admix, Amount: ._-_.______ Brand: _.___ AEA Admix, Amount: —__--_ Brand Coarse agg. size: 3f 4° -- ---Type; Natural ---Fine Agg. Size Specimen —specimen Test P Register Date Date —'Total ea� Unit Load Repo, Nn. Type Days Number Reed. Tested Load PSI No, A 6 x 12 7 1204 10,•8 10-14 71 ,500 28.27 2530 53 B 28 1205 10-8 11-4 28.27 C 28 1206 10-8 11-4 28.27 D E Remarks: ___—_-.--5'Ct 1tl/_Of Tigard— — -- -- `_`-- Aphis Ready Mix BUREAU o U z"2 OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER �.,1/�'9 - ;% G�' DATE OCCUPANT . IIIA .,!' `� OCCUPANCY,. LOCATION YOUR ATTENTION 19 CALLED TO THE FOLLOWING FIRE TAFETY yUEFICIENCIFSt , .. / - 413wr i 1 FAILURE '�.\ EE ABOVE CONDITIONS WITHIN_ DAYS 'NILL MAKE YOU LIABLE 70 PPO'ECUTION. SHOULD FIRE R F_91J 1_T FPrOM 3UCH CONDITIONS YOU MAY BE LIABLE FOR DAMA GE9 TO PE RSONII OR PROC' TY UNDER PRO VISIOfJS OF ORS 479 too. BY �- •�`. WASHINGTON COUNTY FIRE DISTRICT N1 FIRE MARSHAL 20885 S.W. BLANTON STREET P.O. BOX Y ALOHA,OREGON 97008 849.8577 PRESENTED TO _-- - FORM 800 - 40 a� y FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL_ - 0021 INSPECTION NOTICE k . OWNER - — DATE _ •� J OCCUPANT-- LOCATION CCUPANT^—L..00ATION YOUP ATTENTII.V IS CALLRO TO THE FOLLOWING FIRE 5,,F Tv DEFIf.IQNCI[{�j 5VOU FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN DAVE WILL MAKLIABLE TOP !E TION SHOULD,/FIRE REDULT FROM SUCH CONDITION! YOU MAY BE LIABLE FOR DAMAGE! TO POR pp,OpE Y ONS 479.Igo. BY t T DER PF40VI.IONl�F WASHINGTON COUNTY FIRE DISTRICT#N Flrir- ARBHAL 20885 S.W. BLANTON STREET P.O. BOX Y / ALOHA,OREGON 97008 849.8577 PRESENTED TO FORM voo - 40 FIRE PREVENTION BUREAU 00 W OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER .� �� ( ,-i �--_DATE /* OCCUPANT, f OCCUPANCY LOCATION YOUR ATTENTION 15 CALLED TO THE FOLLOWING FIRE 5 FETV DEFICIEt CIE51 \ �„r•-- I ZZr FAILURE TO CORRECT THE ABOVE CONDITIONS WiTHID; DAYS WILL MA y0 L1ArkE: pRO� U��D�NHOULCF pIRE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMA 91lTG i/t 50�XA RT U OVID N! OF , ORS 470 11110 WASHINGTON COUNTY FIRE DISTRICT#1 F -�v1ARSHAL 20885 S.W. BLANTON STREET F).O. BOX Y ALOHA,OREGON 97008 849.8577 PRESENTED FORM 000 - 40 FIRE PREVENTION BUREAU 00214 OFFICE OF FIRE MARSHAL_ INSPECTION NOTICE L�.L.L. l� DATE OWNER____.Lr OCCUPANT ? OCCUPANCY LOCATION YOUR ATTENTION 19 CALLED TO THE FOLLOWING FIRE �A FETV DEFICIENC ft IV i is 1_"T .SII itf FAILURE TO CORRECT -HE .4BOVF CONDITIONS WITHIN _DAYS WILL MAKE.�..Y,OI!''LI.A1 BL[E]TC}41.r,Y[�y.,a�E C ION OULO FIFi4") RESULT FiOM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO P6-R80 OR,rR '6 'T,7(/�,IJJ�NO f 191 9OF/ ORS 479 110 ,,'�� WASHINGTON COUNTY FIRE DISTRICT#1 FiarE MAksNAL 20865 S.W. BLANTON STREET P.O. BOX Y PRESENTED 1'0- ALOHA,OREGON 97006 649.8677 FORM 900 - AO Construction Inspection & Related Tests Carlson Testing,Inc. P.O. Box 23814 Tiprd, Orpon 97213 Phone (603) 641-4114 September 18, 1980 #CP-848 DAILY FIELD INSPECTION REPORTS DATES COVERED) September 5 through September 16, 1980 PROJECT: The Koll Business Center, Tigard INSPECTOR: C. Rathbone 9-5-80: Inspected structural steel erection in the field. Found the following: Building "K" : Erection crew setting pre-cast panels. Wall unit MK205K and 207K floor slab is 2"+ too far east for setting these units. Both footings for these two units are high and do not have weld plates embedded. On MK207K, the lower inside weld plate is missing (see N26). The sou".h wall base has two places without welds. Building "G" : One connection pad in foundation missing 'n north wall . Advised superintendent. Building "H" : West wall , north end one foundation plate missing. Building "J" : Units C95J and C14 not Melded to upper beam unit. Northwest corner no weld in center. Noteo to corner connections that conformipd to Type C Connections , drawing S30. The 6'6" connections off floor do not conforn to "Type B Connections" drawing S30. 9-8-80: Vancouver Roofing and Sheet Metal started roofing Building "B" with Pe;maply #11 base ply. The following locations had foundation pads for wall panel connections missing: Building "F" north panel , east side no pad and C10B no weld. Building "J" north panel , west side , no pad. Discussed the 6'6" connections and corner connections of wall panels with Ray Lang. Was informed that these connections have been approved by the engineer. 9-15-30: Pacific Coast Fabricators setting wall panels in Building "L" . Building "M" panel tabs not welded. Roofers not working on this date. Owl I t Daily Field Inspection Reports Page 2 September 18, 1980 9-.16-80: Pacific Coast Fabricators setting guide walls for Building "K". Buildings M and L panel insert welds not complete. Vancouver Roofing and Sheet Metal roofing Building "J Work appears to be according to plans and specifications. Respectfully submitted, CARLSON TESTING, INC. Dougias W. Leach llo cc: City of Tigard FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 00206 INSPECTION NOTICE OWNER ,,. - f►--; --- DATE---f _ OCCUPANT r, CCUPANCY�__ LOCATION �� r YOUR ATTENTION 19 CALLED TO 7,,E FOLLOWING FIRE SAFETY DEPICIENCI/ESI /1/ _. �.�/ I l.I u►G' f- '��.I PAILUHE TO CORRECT THE ABOVE CONDITIONS YlITHIN DAVE WILL L M/,KE_JOW LIAE jT PROSECUTION 30VQ LD FIRE RESULT FROM SUCH CONOI.10143 YOU MAY BE LIABLE FOR DAK446i -'BYIm 010C)N O P TV UN PROV1"sOF ORS 470 100 �� WASHINGTON COUNTY FIRE DISTRICT#1 FI * MARSHAL 20665 S.W. BLANTON STREET P.O. BOX Y ' ALOHA,OREGON 97008 649.9577 ESENTED TO FORM 900 40 ' 1 FIRE PREVENTION BUREAU OFFICE OF FIRE MARSH41-1J t !� !� 002 L INSPECTION NOTICE OWNER � ✓�) � / __DATE (� OCCUPANT ` Cv , O CU;;NCY_ LOCATION n!� YOUR ATTENTION 19 Cr LED 70 THE FOL 40WIN.q,FIRE SAFETY OEFICIE�CIE! `---�— I C t 5J I FAILURE TO CORRECT THE ABOVE CON O1 T10 ® WITHIN DAYS WILL RESULT FROM 9UCII CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO ORS 479 IbPERSON9L ABLE PgOpERTOYS UNDER NPROVO 41ON31OF : WASHINGTON COUNTY FIRE DISTRICT#1 BY - 20885 S.W. BLANTON STREET P.O. BOX Y FIRE MARSHAL ALOHA,OREGON 97008 849.8577 PRESENTED TO FORM 900- ,O _ FIRE PREVENTION BUREAU 'dot 47. OFFICE OF FIRE MARSHAL �( INSPECTION NOTICE OWNER--------- BATE'. --- T OCC UPAN T __ — _.—_OCCUPANCY__- LOCATION YOUR ATTENTION IS CALLED TO THE /FOLLOW ING FIRE SAFETY DEFICIENCIESt i FAILURE TO CORRECT THE ABOVE CONDITIONS WITHIN DAYS WILL MAKE Y U�er LE T SECUTIO HOULU FIRE i RESULT FROM SUCH CONDITIONS YOU MAY BE LIADLE FOR DAMAGES TO.'b S P 1' U ER 'OVIST, ORS 479 190 �y WASHINGTON COUNTY FINE DISTRICT#1 ' Fi�%E M AS,A� 20885 S.W. BLANTON STREET P.O. BOX Y PRESENTED TO ALOHA,OREGON 97008 849.8577 FORM 900 - 40 Construction Inshection & Related Tests Carlson Testing,Inc. P.O.Box 23914 Tigard,Oregon 97223 Phone(503)641 4114 REPORT OF CONCRETE TEST SPECIMENS CP-848 Date Molded: __ 9-10. 19- 80� Job. No. _-_- _. ----- Client -_ The Koll Company Project: Koll Business Center Address: Tigard, Oregon Contractor: The Koll Company _ Sub-Contractor: _— Concrete Supplier: Aphis Ready Mix Cast by: ___ B. O'Connor Weather: _ Sunny Temp. high S0 Temp, low: Location of Concrete Placement: guild.iilig "L" slab east side. 611 Strength Requirement: _-___ _ 2500 PSI -.28 days Slump. 1 Cement Type: _ sacks: __.__ 5 -_ Entrained Air ._ No. of sac Admix, Amount: Brand: Admix, Amount - ___ --___ Brand 3 4" Type: Natural - - Fine Agg. Size: __ Bldg. Coarse egg. sire: __ -�- -__ -- Specimen specimen Test P Register--- ::Date Date Total Area Unit Loed Report Nn, Type Days Numbere'd.� Tested Load PSI No. 25 A 6 x 12 7 9409 9-11 9-17 46jj000 28.27 1630 43 B 28 9410 9-11 10-8 76 ,uJ0 28.27 2690 52 C 28 9411 9-11 10-8 78,000 28.27 2760 52 D E - F Remarks: ._-------- CC _City of Tigard Aphi s Ready R-x Construction Inspe;tion OP Related Tens Carlson Testing,Inc. P.O.Box 23814 Tigard,Orapon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 150916414114 Dote Molded: 9-10 19 80 - Job. No. �CP-848 -_ Client: The Koll Company Project: Kol l Business Center Address: __ Tigard, Oregon Contractor: The Kol l Company Sub-Contractor: Concrete Supplier: __.. Aphis Ready Mix Cast by: B. O'Connor Weothie!• Sunny _ Temp. high: . 80 —Temp. low: Location of Concrete Placement: Building "L" slab east side. � u Strength Requirement X500 _ PSI @ _ 28 days Slump: 6__ Cemen! Type: 1 No. of socks:.,.__ 5 __ Entrained Air Admix, Amount: _ _ Brand: Admix, Amount: __ Brand: Coarse Ogg. size: __ _3/V_._ Type:. ._- Natural _____Fine Aqg. Size: Bldg. Spec men speclmn Test 0 Rtyisrer Data Dara Total Arae Unit Load Report Na. Type Days Nuts►ar Reed. Tasted Load psi No. 25 A 6 x 12 7 9409 9-11 9-17 460000 28.27 1630 43 B 28 9410 9-11 10-8 28.27 C 28 9411 9-11 10-8 28.27 D E F Remarks: ._. CC: City of Tigard Aphis Ready f4Tx- Construction Insbsction r9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORTOF CONCRETE TEST SPECIMENS Phone(503)641,1114 Date Molded: 9-9 _ , 19.80 Job. No. CP-848` Client: The Koll Company Project: _ Kol l Business Center Address: Tigard, Oregon Contractor: The Koll Company Sub-Contractor: Concrete Supplier: _ Aphi 5_Ready Mix Cast by: B• O'Connor Weather: _._ Sunny 93 55 Temp. high: _ Temp. low: __--- Location of Concrete Placement: Building %" slab west side. Strength Requirement: 2500 511 PSI ld _ 28 _ days Slump: Cement Type: 1 No. of sacks: __.__ 5 Entrained Air k Admix, Amount: r Brand: ._ Admix, Amount: .__ _Brand: Coarse agg. size: 314�� Type: Natural Fine Agg. Size: Bldg. Specimen speeimen Test 0 Register Date bare Total Lrt Unit oad r Repo No. Type Days Number ReeArea d. Tested Load PSI �No. A 6 x 12 7 9385 9-10 9-16 48,000 28.27 1700 42 B 28 9386 9-10 10-7 83,000 28.27 2940 51 C 28 9387 9-10 104 85,000 28.27 3000 51 D E F i Remarks. CC: City of Tigard Aphi s-Cady Mix w k� 9111%®r Construction Inspection 9 Related Testi Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)641-4114 Date Molded: 979. __-_-_ , 19.80 Job. No. CM48 Client: The Koll Company Project: Kol1 Business Center Address: -- Tigard._, Oregon Contractor: _ The Koll Company _ sub-Contractor: Concrete Supplier: his Read Mix B. O'Connor _ PP Aphis 'Y--------------- --_calf by: ---- --- ------ - Sunny 55 Weather: ------_ _—.- ----___-_-- -- _--- Temp. high: 93_--- Temp. low: _ y Location of Concrete Placement -_ Building "L" slab West side. Strength Requirement T 2500 _-- PSI p — 28 days Slump: 511 Cement Type: _ 1 No. of socks:--5- _ - Entrained Air --__ Admix, Amount: _ Brand - - -__ Admix, Amount: Coarse agg. size: 3`4tr ---- Type: Natural - -- —Fine Agg. Size: Bldg. Specimen SpecimenTeti 9 Resister Data Data Total Areo Unit Lead Report No. Type Drys Number Recd. Tested Load PSI No. A 6 x 12 7 9385 9-10 9-16 48,000 28.27 1700 42 B 28 9386 9-10 10-7 28.27 C 28 9387 9-10 10-7 28.27 D E F Remarks: CC: City of Tigard -Aphis--Riady x - - -- - - MI am ■w WE i Construction inspection B Related Tests Carlson Testing,Inc. P.O.Box 23814 Tig n 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503) 41.411 — — Phone(503)841 4114 Date Molded: 9-8 19 80---_ .lob. No. CP-878 Client: MacKenzie Engineering, Inc. Project:—----_,--Park -- --Park 211 ---.----.-- Address: Tigard, Oregon Contractor: E. Carl Schiewe Const. Co. �— _ JA-Con tractor: Cast by: Concrete Supplier: Ross Island S. Jordan r----_`_� — , Weather:�. Sun- y n -_ —-- --�- -- Temp. high: __ 85 55 Temp. low: _ _ Location of Concrete Placement: Building# 5, slab On SOutheast side. Strength Requirement 3000 28 -- PSI @ _ _ days Slump:--- z Cement Type: I _ _ No. of sacks: 5 __. E ntrained Air Admix, Amount: Brand: ---Admix, Amount: _ Coarse a tt 99• size:- _---1 __—Type: Natural -----�-- Agg. Size: _.._.—Bldg:-- Specimen — Specimen Test 0 Register Dole Dale -_-Total --. i— N Type Days Number Redd. Tested Are* unit Load Report Load PSI _ No. 25 A 6 x 12 7 9306 9-9 9-15 57,500 28.27 2030 36 _B 28 —9307 9-9 10-6 28.27 C 28 9308 9-9 10-6 28.27 — `- - Remarks: ___Truck# 31 Ticket# A-1-7883 !—� Ci�y of Tigard t. Carl Schiewe Const. V---- t onstrwetion Jns`ect.otr d Reuter Tuts Carlson Testing, Ir e. F.O. Box 73814 Tlpaw,Unoya., 97223 ,oe N^ CP-848 Photos (503) 641.4114 REPORT OF IN-PI, ACF SUIT DENSITY TESTS Septr-oher 5 , 1980 i hent The Kol l Company K011 Business Center Project Sail Description Silty Sand Max. Dry Donsity- .._�:061��— lbs./Cu. (t. Optimum Moisture..., - 1.`6 .2 % M01 hod aS Teat � NIC-5101T- ('Ali or Trlt ► 1 IN""LACE OF- rr T E S T LOCATION st:�. eo. Muisic EI (Ns, :u. .I ' 'E51 NO. CVM PSC TIYN B-25 1 Building "K", footing north side CuU 1$.0 124.0 105.4 98.7 8-25 2 Building "K", footing northeast corner Sdb 13.0 125.0 110.6 103.9 F 8-25 3 Building "K", footing east end Sub . 15.0 123.0 106.9 100.5 8-27_ 1 Building "M", footing 'south side _ Sub ` 18.0 120,0 101.0 95.5 8-27 2 Building "M", footing south side S.E. car eri°' 17,0 119.0 101.0 95.5 A C-27 3 Building "L" , east side 17.0 122.0 104.0 98.0 81.7 4 Building "L", east side northeast corner �" 15.0 121.0 105.2 98.8 Remarks cc City o•f Tigard _Ren T.eah'y ons F_"Co`'" My f CAALSON TESTING, INC. Construction Instoeetion B Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)6414114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 9-4___ , 1980_- Job. No. . CP-848 Client __- The Kol l Company Project: Koll Business Center Address: ----- --- _ Tigard,_Oregon Contractor: .__--The Ko'I-__Compan,y __. _ Sub-Contractor. Concrete Supplier: _phis Rea�1X —l;ast by: S. Jordan Weather: Clear _ Temp. hirrh: 58 emp. Location of Concrete Placement: — Slab on South end of Building rrMrI. 2500 611 Strength Requirement: _—_---- ------ PSI 0 --2a -- days Slump: Cement Type: --- I -- — - ------ No. of socks: Entrained Air --_-- _-- --___°h Admix, Amount: -____- _. ___ Brand: —�_.---_ Admix, Amount: ._--_— Brand: Coarse egg. size: 1 2 --- Type: _-_Natural _ -----_.__—Fine Agg. Size: — Bldg. sp•e,m•n sp•eim•rn Test Register Date Date Total A�en Unit Load Report No. Type Days Nuffil Rae'd. Tested Load PSI Ne. 24 A 6 x 12 7 9251 9-5 9-11 45,000 28.27 1590 41 B 28 9252 9•.5 10-2 77,000 28.27 2740 50 C 28 9253 9-5 10-2 72 ,000 28.27 2550 50 D E F Remarks: - Ticket# 194646 _�_ ---- _ cc: City_0f.Ti.gard ----- - -------___-- Aphis Ready Mix Carlson Testing,Inc. Construction Inspection ;$ Related Tests P.O.Box 23814 REP—OR TOF CONCRETE TEST SPECIMENS Tigard,Orogon 97223 - - Pho-(593)641-4114 Date Molded: 9-4 — 1980 CP-848 -- Job. No. Client: The Koll Company Proirct:--__-__ 'Koll Business Center Address: Tigard, Oregon Contractor: The Koll Company--_— _ Sub-Contractor: Concrete Supplier: -_—_�� ead M1X Cast by: -_ S. Jordar, Weather: —.__. Clear 58 -- _— Temp, high: - . Temp. low: Location of Concrete Placement: Slab on south end of Building — ------- Strength Requirement: 25006" — ----- ------_ P sl 0 --28 -- days SIump: _._—�---------- Cement Type- ____ 1 --- -- - N of sacks: Entrained Air _— %— -- Admix, Amount: _ Brand• Admix, Amount: Coarse a " 99 s. _) -___-_-_Type: ______Natural - B Id --— - - - - ane Agg• - SiSize: _._.__.--`�_. Sp"c1°^ )Pec men Te1�1 _ Register Date Dot• Na. — Type DoNumbv Torol Unit load �. — Reed. Tog Load Areo PSI R"P0,t _Z.4 - A 6 x 12 _ -7 - Na.__-- 9251 9-5 9-11 45,000 28.27 1590 41 B 28 � 9252 9-5 10-2 —_ 28.27 -.`-- C 28 _ 9253 9-5 10-2 —.. --- - ---- 28.27 E - — Pemc rk s T i cketiui 194646 - cc: C ty of Ti and --- — �_ Aphis Ready Mix - --------— —_ Construction Inspection B Related Teats Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841 4114 Date kiolded: 9-3 19 80 CP-848 Job.Job. No. Clien,, .._T^ The Koll Company Project: Kol l Business Center Address: _ Tigard, Oregon Contractor: The Kol1 Com do Sub-Contractor: Con-rete Supplier: Aphl..;i_Ready Mix _Cost by: B. O'Connor Weather: Fu9gy_.-__.__ Temp. high: 6�- 'Temp. law: -- _ Location of Concrete Place.nent: Building "M" slab north side. Strength Requirement: _ 2500 _ PSI 0 28 days Slump: 5 3/411 Cement Type: _ 1 No. of socks: 5 ___ Entrained Air Admix, Amount: Brand: Admix, Amount: Brand: Coarse Ogg size: 3f 4n _-Type: Natural Fine Agg. Size: _B_ldg. SPecmen ---- —"--1— _. Spcimen Test P Register Dote Date Tatol Area Unit Lead Repo_ r—� Nn, — Type Days Number` Rec'd. Tested Load PSI No. 23 A 6 x 12 7 9182 9-4 9-10 45,000 28.27 1590 38 _ 9 28 9183 9-4 10-1 75,000 28,27 2650 49 ,C 28 9184 9-4 10-1 73,000 28.2.7 2580 49 Remarks: Aphis Ready Mix - xe fret wtt ra #w x.e sift Construction Inspection 9 Related Tena Carlson Testing,Inc. P.O.Box 23814 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)6 1.411 — _ Phone(503)6414114 Date Molded: 9-3 — 19 80CP-848 Job. No. _ Client: --- The Kol l Company Project:-__ K.ol l Business Center------ Address: enter --__Address: Tigard, Ore on Contractor: ThE Koll Compan -- -----_—_ Sub-Contractor: Concrete Supplier: _.---A-Phl S Ready Mix — — Cast by: B. O'Connor Weather. — -FG�C�� Temp. high: _ 60 low: Locetiun of Concrete Placement: —_� Buil din slab north side. — g----- Strength Requirement: 250028 ---- ----___..—_ SI @ _ days Slump: _— 5 3/4'1 Cement Type: 1 — vY ------ �_ No. of sacks: _5 —_— Entrained Air Admix, Amount: — Brand: ----__ Admix, Amount: -_.___—„Brand: Coarse agg. size:._-..--- -- 3�4��-- Natural ------- Fine Aqg. Size: 6- 1d4. --_--- TYPe:. - Specimen Specimen Test (1 Register Dote Dote - = Total Area Unit Load Report Load No. _— Tye* DeY+ Number Reed. Tested PSI - No. 23 A 6 x 12 7 9182^ 9-4 9-10 45,000 28.27 1590 38 B 28 5183 9-4 10-1 28,27 --- C 28 9184 9-4 10-1 28.27 E Remarks: --- - ��._�1�YYd u-+-��r__--—. Aphis Ready Mix --- — Construction /nsdection B Related Testi Carlson Testing, Inc. P.U.Box 23814 Tipord,Oran 97223 REPORT OF CONCRETE TEST SPECIMENS Phons(503)6414114 Date Molded: 8-29 19_80 Job. No. CP-848 Client: The Koll Company Project: . Koll Business Center Address: -Tigard, Oregon Contractor: -_ The KOl1 Company _ ------ --- --- - _ Sub Contractor: ------- ----- - - - ---- Concrete Supplier: Aphis Ready Mix _Cast b S. Jordan -- y- --_ Weather: -A �Overcast --- Temp. high: -50_ _ Temp. low: —___._.------.-- _ - Location of Concrete Placement: ---___North side Building "K" slab n Strength Requirement: -�- -- 00 -- -- PSI (d . 28 _ days Slump: —_�_ - ----- r Cement Type No. of sacks Entrained Air Admix, Amount: __- -_ - Brand Admix, Amount: Brand: Coarse agg. size, Vt —_-_- Type' Natural -- Fine Agg. Size: Bldg. Specimen Specimen Tut P Rev'ster— Dere Dote Total — Area Unit Lood Report No. Type Uoys N—bot Reed. Tesred load PSI No. A 6 x 12 7 9075 9-2 9-5 43,000 28.27 1520 35 B 28 _ 9076 9-2 9-26 72,000 28.27 2550 48 C 28 9077 9-2 9--26 _16,000 _ 28.27 2690 48 D E Remarks: .-----�GG:�C1 y..of Tigard-- Aphis igard_Aphis Ready Mix - - r Construction Insbection 9 Related Testi Carlson Testing,Inc. P.O.Box 23814 Tigard.O►pon 87223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)8414114 Date Molded: 8-29 _ , 19 80 Job. No. CP-848 Client: `_ The Koll Company —` Project: Koll Business Center Address: --,Ti y d, 0)egon T Contractor: ._ _ he Coll Company» _ Sub-Contractor: . Concrete Supplier: _ Aphis Ready Mix J�Cost by: _ S. Jordan — Weather: Overcast Temp, high: 60 _ Temp. low: Location of Concrete Placemen`: " North side Building "Kit slab n Strength Requirement: 2500^ PSI @ __28__ days Slump: 4_�_._ Cement Type: _.. 1 No. of socks:_ 5 Entrained Air Admix, Amount: ___ _ Brand: _ — Admix, Amount: .—_ —.Brand: Coarse agg. size- ltd -- Natural Bldg, --Type:. — ------ — — ------ ..-Fine Agg. Size: Specimen Specimen Test fi Register Data Dole Total Areo Unit Load Report` No. Type Days Number Recd. Tested Load PSI No. A 6 x 12 7 9075 9-2 9••5 43,000 28.27 1520 35 B 28 9076 9-2 9-26 28.27 C 28 9077 9-2 9-26 28.27 D E Remarks: ----- Aphis Ready Mix Construction Inspection 41P Relatrd Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 160316414114 Date Molded: 8,28 , 19_ 80 Job. No. CP-848 Client: -_ The Koll Company Project: Koll Business Center f_ — AddrLss: __ Tigard, Oregon Contractor: ______ The_Koll Company _ _ Sub-Contractor: Concrete Supplier: Aphis Ready Mix _ _Cost by: , D, Leach Weather: ---_-__--Sunny Temp. high: ,_ 70 _ Temp. low: Location of of Concrete Placement: --_-_Ground slab south half, f,n Strength Requirement ,___----2500 - - --- PSI 6 --__ 28 days Slump: Cement Type: ,_. 1 No. of sacks: 5 Entrained Air Admix, Amount: _ Brand: 4dmix, Amount: ---_Brand: 1" Natural Bldg, Coarse agg. size:_—___._ _Type:,___— _.____Fine Agg. Size: __._-- Spariman Spar.imen Test(r Re9i ator Coto Data Totat Area Unit Load Report No, Typo Days Number Reed. Tasted Load PSI Ne. A 6 x 12 7 9061 8-29 9-4 58,500 28,27 2070 33 -25 -- -_a 28 9062 8-29 a9tr; 93,000 28,27 3290 47 C _—_ 99,25 -- 28 9063 8-29 f .. . " 96,500 28,27 3410 47 D E Remarks: _--. -----_CCS City of Tigmd— -- Aphis Ready Mix Construction Inspection 9 Related Testi Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)8414114 Date Molded: rj"f 18, ___., 19 i'':1 _ Job. No. Client- The 01 i Com{+"r,P!'y Project: h'Oii BusiniSs Address: Tigard. nrngoi; Contractor: _ The K011 Cal""Y Sub-Contractor: Concrete Supplier: _____ AEhis Fe idy Mi% � Cost by- ° Lncii''-r 4�iat1rl�r . ;. Weather: Temp, high: Temp. low: Location of Concrete Placement: Strength Requirement 500 PSI 4 111) days Slump: 5 Cement Type: _-. _ _ No, of socks: Entrained Air _ % Admix, Amou.it: _— Brand:—.. - Admix, Amount: Brand: Coarse ogg. size: .- —�'+---- -_Type:- __ i igttra',' - —Eine Agg. Size: Speeim+n Specimen Test(t Register Date Doff Total Area Unit Load Report No. Type Days Number Reed. Tatted Load PSI No. A C, X 1.2 D E Remarks: — cc: L'1 ry of Tfianvd tiphir, Rva'y Mix Cunshuetion Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 REPO-RT 0F_CONCRETE TEST SPECIMENS Tigard,Oregon 97223 - Phone(503)841.4114 Date Molded 19_'' I Job. No. CP__& Client: — �:. Carl SChieWe COtistr,lrrIn Project: rydVi". 217 Address Contractor: {,. CardG71'I+'141 - -" 'n' Sub-Contractor: Concrete Concrete Supplier. — I�OS'� t,. 1t•n�9 - — Cast by: t' �)t�'. ' sial' Weather:-- — CIOUr.; Temp, high: _ ¢'� Temp, low: Lveation of Concrete Placement: _ �iJ'��t('�r(!;I S S{,fib ��}'It' Ff1 i.'. j,�� j,t�_• Strength Requirement �t10 --- _ PSI 0 °".F:; days Slum 5:r P: Cement Type: _ _ - - - - - ---- No. of sacks 5 -----____ Entrained Air A,!miv. Amount: Brand'—_-- _ Admix, Amount: _ --..--_Brand: Coarse ago, size: I:Kt' Fine A ' — -- Ago. Size: Rh"p _— Sp No.en Specimen Taft N Register --� Date Total Type Days Number Ree'd. Tested Area Unit Load R'Sport G A — r� 1.t7,. ----t•�---y--_ t• PSI ri f :70JF c�"'[1„I f1•�. �L! ;i•'�� `t,'; 4r.. No. 2i3 305�i a...;�g e.? w9 E 4 let V F Remarks: C0/10TNetien lnsbection a Related Tens Carlson Testing,Inc. P.U.Box 23814 Tigard,Oregon 97223 Phone JN3)641-4114 RI-PORT OF CONCRETE TEST SPECIMENS -- ---- --- --- i iJ 'T^378, Date Molded: '------ , 19 Job. No. r• " Client- CArl SchiE+rf +�or)g�;r�sr.,'+:,r�ri +~.;. ---- Project:— Park 217 -- ----- - - — __ Address: _ Ti iglt21'(f y Contractor: E. Caj"I Scht!*~Mte Calst. Go. Sub-Contractor: Concrete Supplier: RosS 51 r"viU Cost by: Weather: 'oudy Temp. high: _ Temp. low: Location of Concrete Placement: - --- Strength Requirement -- --_-' ----- PSI -------- days Slump: --- -- -- Cement Type: __- - -_ ___-- No. of socks: —..----_-- Entrained Air Admix, Amount: -- Brand: Admix, Amount ____-_. Brand -___---_ _�- n Fine Agg. Size -- Cnarse agg. size: __ __A - ------ Type: — - Register Dot* Der. Total Area 'Unit Load Report Specimen Specimen Tesf 9 To Load P51 No. No. Type Days Number Ree'd. _ 71 2e..27 'f) Sir '7 C 'e'Ell n . •.2. . D O '382.2 E }. F A'1 liCk Remarks: � , r•ttu ..f j•jsJz1�'�' Carlson Testing,Inc. onitr,►ction /nipeerB ion Related Testi c. REPORT OF CONCRETE TE s r SPECIMP.o.Box 2381+ENS Date Molded: 8-26 Tipnd,a 19_80Mon 97223 -- — , _ Client: _ JO� No. CP-848 Phone 1603)641J11, The Koll Company Proiect:______Koil Business Center Addres,, Tigard, Oregon _---- Contractor: __ Koji __The Koll Company Concrete Supplier: � Sub'Contractor: Read Mix ��'---`---- �.-' Cost by: S. Jordan Meath or –- Clear -- Temp. high: 65 Location o/ Concrete Placement: -- Building ldin '-- -- Temp, low: - -- 9 "F" east side Slab ------- Strength Requirement: `--_.-_-- 2500 _ — Cement TYPe: -- ---- PSI @ 28 days 4n —------ Slump: ------______- No. 01 socks:______ -----__ Admix, Amount: -- Entrained Air ----- Brand: ---°di Coarse a rt Admix, Amount: 1 _ 99• size:___-�4 —.—_brand: _ -- -Natural ----____ – Fine Aldg sa.cfm.n 99• SiSize: - t Ne. Saacimen Test TYP• Days RaOi,br Dar. - --_ Number Reed. Dare Total 'LO A -- Tel fed Load A.eo Unir Load —� 6 x 12 7 8978 --- - rsl RNo. 8-27 _No. - 9 28 ----. 9-2 58,000 28.27 2050 31 89 79 ---- 8-27 9-23 73;500 28.27 - --- 28 8980 .27 2600 46 D -- -� 8-27 9-23 761000 28 2690 46 E F -- - -- ------ ---- Remarks: -- - CC. _- Ci tx--cf_►i ga.>"d. ---- ------__ Aphis Ready Mix. -_. Construction inspection S Related 'rests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 07223 REPORT OF CONCRETE TEST SPECIMENS Phone .603)6414114 Date Molded r 19 _ Job. No. Client: -- U. S. Na1.'1wal Gian� Ij; �jvc: w --- --- ---- -- Prulect: U. S. !'.tat' ionail dank Addition _-------..- ---. -- -- Address: __ 12161) S. 1f11. Maiii Strout Contractor: __ Allne C014G-t 'U4»tioll Co. Sub-Contractor: Concrete Supplier: Cast by: lir l!.iTI13'?Y Weather: j Temp. high: '?�- — Temp. low: --____--__-- -- Location of Concrete Placement: X<tLl�l* S e llf »1rU t :11'1Cli?iq d1F:i�5. — — — Strength Requirement- _ 31r — PSI days Slump: Cement Type ____ - A _— No. of sacks: i - --___- Entrained Air Admix, Amount: Brand: ___. Admix, Am-vnt: -- ,.__.Brand: _.- Coarse ngg. size: 3�nti _-_------Type: -,Fine Agg. Site: Specimen Specimen Test 0 Resister Dote Date Total Area Unit Load Report No. Type Days Number Reed. Tested Lead PSI No. 2 A 6 x 12 7 9000 13-2.7 9_.4 (ii,000 122..^1 2yb0 B ! S?` '1. C.,,r 1.8 9002 3••2 7 943 E ..— F Remarks: - _ cc: Ljty of Tiyard - Construction Inspection a Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Dote Molded: 3-.:u , 19 d1j CN''R f1 Job. No. Client: _ C. Carl 50imc1111P Pro je.t: llvrk 'AW Address: _ 119t3rd,, ()M n Contractor: - E. Carl Schlowfe C'rAst. Sub-Contractor: Concrete Supplier: Rossi L AY16 � _Cast by: P.. O'Connor nor \ Weather: . SUnIk>l Temp. high Temp. low: _ Location of Concrete Placement: -- Strength lacement:Strength Requirement - --- -- --_.----_-- _ PSI (d `' days Slump ------ _�-__ „ Cement Type: z No. of sacks• Entrained Air Admix, Amount: _ Brand: Admix, Amount: Brand: Coarse Ogg. size: --- Type:- ------'-: -_ --_ _—Fine Agg. Size: SpeNmanSpec,men Test A Register Dora Dara Total Unit Load Repo• Na. Type Days Number Recd. Tested Load Areo PSI No. X393 , ,-.,; �: _.:► ,..f�,�? C ng f. D A. j ----- F Remarks: _-- i Y lc: �'I i.:iCF: }�' (�� •' Construction Inspection d Related Testi Ca rlson Testinv,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841.4114 Date Molded _. '" �' 19_ 60 Job. No, VIPA149 Client: --._- - Wil? Koll Company Project: _ K011 Rtti"Ims Canter Address: ... T1gard,� Gmgo7 Contractor: _ The X01 Sub•Cantroctor: Concrete Supplier: Aphis Rte?"adl Mix Gast by: S. Jordan Weather: Clear Temp. high: 1555 Temp. low: Location of Concrete Placement O ldirt0 'T" f?a;itSeas K l a!%. _ Strength Requirement _ jli(1 t'SI [d . .c _ days Slump: Cement i ype: _ _ _ No. of sacks —__ Entrained Air % Ac mix, Amount: _ Brand: _ ____ Admix, Amount: _._._ Brand: Coare- egg. sire:___ __�� w_— Type: _ __ _Fine 499. Sire: _ •� �_i �ipecimen Specimen Test p Register Dote DoleA Total Area Unit Load Report Ne, Type Days Number Rec'd. lested Load PSI No. 20 A tz X 19, 7 979 8-77 c:+,.12 rZ '001: 23.27 21050 :37 B 28 3919 13--7.,' 9-23 28.27 C28 8980 R.:'7 9-23 28,.2 ' D r E F ROMarks: _ CC: Ci s„y of T-Ward Construction Inspection 9 Related Tens Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)641-4114 Date Molded: _ 8-25 _ , 19. 80 Job. No. CP-848 Client: The Koll Ompany�_V Koll Business Cci,t^r Project:----__.-- Address: _— Tic ard, Ore on The Koll Company Contractor: _. _ Sub-Contractor: Concrete Supplier. Aphis Ready Mix _Cast by: B. O'Connor Weather: __---- Sunny------- — Temp. high: 80 Temp. low: l-ocation of Concrete Placement: _Building "f-" slab West side,— _ • 4 /^ tt Strength Requirement ____. 250Q I8 PSI @ days Slump:_— 3, Cement Type: L—_-..-_—.- ---_-- —. No. of sacks:---_— 5 __ Entrained Air Admix, Amount: -___ __ _ Brand: _�� Admix, Amount: —_—_—Brand: _— _—Brand: Coarse agg. size: 3/4" --__ --Type: Natural Fine Agg. Size: Specimen Specimen Test P Register Doh Dais Twol Area Unit Load Report ` No. Type Days Number Reed. Tested l.tod PSI No. 19 A 6 x 12 7 8950 826 9-1 511000 28,27 1800 29 B 28 8951 8-26 9,22 820000 28.27 2900 45 C 28 8952 8-26 9-22 80,500 28,27 2850 45 D E F ai Remarks: »___ cc: City of Tigard ��._ .___._________ �_ _�_r---_-._� -_'-_�. _�_'_•--ter Construction Insbection & Reiated Tests Carlson Testing,Inn. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)6414114 REPORT OF CONCRETE TEST SPECIMEN', Date Mo'Jecl: 19 Job. No. Client: Projec Vork '1117 Address: IJ011", 12-112-9C-11 Contractor: E, Cilr-I �zid*,JCVU 120151.- Sub-Contractor: Concrete Supplier: g& =_au� Cast by: Weather: Temp. high: Temp. low: Location of Concrete Placement: ul I d-1 ri Strength Requirement: PSI (a days Slump Cetr-,nt Type: No. of sncks:-------. Entromed Air Admix, Amount: Brand Admix, Amount: —,----Brcmd: Coarse agg. size: ---Type: Agg. Size: .' Specimen Tost 0 Reg'ster Date Date Total Area Unit Lo 7om 7 Dole 'I Report 14'iT y p. E' y s Number Re c'd. Tested T Load PSI No. ......... A C D E F i Remarks: Construction Insbeetton S Related Teats Cards®Yl. Testing, Inc_ P.O.Box 23814 REPORT OF CONCRETE TEST SPECIMENS Tigard,Oregon 97223 Phorw(503)841.4114 Date Molded: _ �r'S _ ----.— , 19 Job. No. ent: il—I "I�1 �giti,)dt71' - Project: Address: Contractor: ._ ThP Sub-Contractor: _ Concrete Supplier: - N4f1'�S C"1Pl��r 6'`;f — —Cost by: _ i.t 0 ormf% Weather: .a — Temp, high: Location of Concrote Placement: '"t"'1 tU'ItF,., Temp, low: Strength Requirement r em en ipe: '- dots Slump: y � PSI (� -------- ----._ No. of sacks: (" —= Entrained Air Adm.;, Amount: _. — -- _ Brand: _ —� Admix, Amount: ._ Coarse ogg. size: - Yp .t t i_L� --------- _----- - °- Fine Agg Size• Specimen Specimen Test No. R Repiet•r TYya Total Cars Number Rad. Tented Area Unit Load Report C A —_ - Leae Psi 121 YV C – —_ --- I F — ----� ------_ Remarks: rcitv u'. I' tlAr-i film t,r9 K00( r gf7'4 ----- -- Construction Inspection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 ; REPORT OF CONCRETE TEST SPECIMENS Phone(503)641 d', 4 Date Molded: --_-----�-- -`_-- , 19 Job. No. Client: --- ---- -- - ---- - ... - - - -- Project: Address Contractor: Y Sub-Contractor: Concrete Supplier ._.-�� Cost by: Weather: r— _, Temp, high: Temp. low: Location of Concrete Placement: Strength Requirement: PSI (d days Slump: Cement Type _ - __ No. of socks: __—____.__.._ ___ Entrained Air Admix, Amount: ___._ _ Brand: Admix, Amount: ` Brand: Coarse agg. size: .__.---.-_ -Type: - Fine Agg. Size: Spoc+men Specimen Test 0 Register Date Dais Total Ano Unit Load Report No Type Days Number Reed. Tested Load PSI No, A t B C D E F Remarks: Construction Inspection & Related Tuts Carlson Testing, Inc. -� P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841-4114 Date Molded: _. 8-21 _ , ,9_ 80 poi,. No. CP-848 Client: ___ The Koll Company Project: Koll Business Center _— Address: _._ Tigard, Oregon �- �— -_---- - Contractor: .___—The Koll Company Sub-Contractor: Concrete Supplier: A hp jS kE dt�Y Mix Cast by: Cr Leach Weather: Cloudy Temp. high: 70 Temp. low: Location of Concrete Placement: ._ Building "01" Closure Strip 3j1 Strength Requirement . _---_--_2500-- -----------___.__-- PSI p ____28 � days $lump:_.._- _ Cement Type: _ ._-- 1 No. of sacks: ____-_-_-5_-___--_---_ Entrained Air .._ Admix, Amount. Brand : _ _�-_._. —____.. Admix, Amount: ---------Brand-. n Coarse ogg. size:______��4—_—_-.Type:. -_____-_ Natural Bldg,_ Fine Agg. Size: Specimen Specimen Test ft Register Data Date Total Area Unit Load Report No. 'type Days Number Reed, Tested Load PSI No. 18 A 6 x 12 7 8861 8-22 8-28 42,500 28.27 1500 27 B 28 8862 8-22 9-18 7410Q0 28.27 2620 44 C 28 8863 8-22 9-18 72,500 28.27 1 2560 44 D E F CC: City of_Tigard Aphi- Ready Mix Construction Inspection & Related Tests Carlson Testing, Inc. P.O.Box 7.3814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: 3-21 , 19_8() Job. No. V-848 Client: Tile Koll Canpany Project:_ Koll Bilisl less Cianter Address: Tigard, Oregon Contractor: The K03I Wrylm , Sub-Contractor: Concrete Supplier: - Aphis Roddy Mly, .Cast by: i). reach ' Weatl+er: _ Cloudy Temp, high: _ /C --Temp. low: Locatinn of Concrete Placement —`ht.11'1i�117i� uric C17:;(d1"'" �i'rI"i j? __ if�� 2f! Strength Requirement: . d•• .— PSI iB days Slump: Cement Type __ No. of sacks:—__- t Entrained Air Admix, Amount: Brand: _ Admix, Amount: _- Brand: _ Coarse a `E•t j' 1i 99• size: _ _-------TYPe: --- -- _ -..- _Fine Agg. Site: . -- Specimen Specimen Test A Register Date Dote Total Area Unit Load Report No. Type Days Number Reed. Tested Load PSI No. M A f` R W .l till j Ci-'2. 42 x)00 J8..:l J.F31..ff} B ilk 9--rte3 2 c. c E l Y. F z Remarks: _- cc, ("Ity131" 'i !( rd II!,ioat! Mix 5 Co"Ttruction lnspecaon 9 Related Teats Carlson Testing, Tne. P.O.Box 23814 i6erd, O,sgon 97223 JOfb NO. CP-848 Pitons 16031 641.4114 REPORT 01 IN -PLACE SOIL OMN11 Y TESTS Augus r 41_0, 1980 Clienr The Koll Company Project_ Koll Business Center Soil Description Silty Sand 106. 7 16.2 NICwW Max. Dry Density _ _ ibs 'cLft. Gut;muni Motsturo_ Mc hod :S Tei.+ p ATF OF TF 57l, 1 0 1st PL•"CF. t,r.. *T r f Ma, i E S 1 L U r A i ' ti;tv F i ` r sLr,.r en x _ CON►AC TIOM 8-15 1 Bui ldin "L" wes 1. end _�5 _ g �° " 15.0 122.0 107.0 1.01.4 8-15 2 Building %" c rater -6" 1 16.0 1?2.0 106,0 100.5 8-15 3 Building "L" east end -6" 15.0 120.0 105.0 99.4 8.15 4Building 14" renter„- -1.0 I 19 0 12200 103.0 97.0 �$-15 5 Building "M;' iinrth end -1.�' 18.1) 122.1 104.0 98.0 8-20 1 Building "I " nnrl.li hill` Suit^ i 19.0 1?7.0 1 106.7 100.3 8-20 2 Bid ding "L" suuth half ; Sub 18.0 124.0 105.0 98.7 8-20 3 Building "M" west half Sub I 15.0 119.1, 1103.4 97.2 _ ._.... - ..-I -- - -- Zi----- 8_20 4 Building "h1" ca�t half -- Sub i 114.0 118.0l 103.5 97.3 _ ___ _._._. _ �.L_•-_-�._._ . Pemorks-_CC: City of Tigard .en _l-eaKY -Cone --7o-. CARLSON TESTING, INC. Construction Insdection 9 Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone 1503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: ._ 8-19 19 80 Job. No. CP-848 Client: — The Koll Company project: Koll Business Center Address: Tigard, Oregon — Contractor: The Koll Company Sub-C)ntractor: _ Concrete Supplier: Aphis Ready Mix Cost by: M. Tabert Weather: �.__ Overcast Temp. high: ___ 80 Temp. low: .__ 56 Location of Concrete Placement: Building "C" closure strip Strength Requirement 2500 PSI P 28 days Slump: 4" Cement Type: 1 No. of sacks: _ Entrained Air Admix, Amount: Brand: Admix, Amount: _ __Brand: Coarse ogg. size: __ lit_.—_--_Type: _ Natural Fine Agg. Size: Bl-�_i__ Specimen Specimen Test P Raq,sra.^ Date Date ToI*I Atfe Unit Lood Repots No. Type Days Number Recd. Tested Load P51 No. 17 A 6 x 12 7 8743 8-20 8-26 50,000 28,27 1770 24 B 28 8744 8-20 9-16 8011000 28,27 2830 41 C 28 8745 8-20 8-16 81,000 28,27 2870 41 D E F Remarks: ___._ Truck# 69 Ticket# 124609 cc: City of Tigard ____ --ppm Construction ILupection & Related Testa Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(5031641-4114 Date Molded: _ 8-19 , 19 _ Job. N'). C�'-1148 Client: ------- �hL" K011 {:41nMU4y Project:---- -- K011 Business t;rG11ter Address: Tigard, Oregon _ -- -- -- -— Contractor: The1 Cpw'nirkv Sub-Contractor: .._.__ Concrete Supplier: 1iphIcc Rei.?fir itb; Cast by: �'�• I L�!'r� Weather: . To _ Temp, low: Location of Concrete Placement: 9'.1fl(lyiq '1 " Strength Requirement: _ PSI (a days Slump: Cement Type: + No. of sacks: __ Entrained Air �. Admix, Amount: _ _�_Brand: Admix, Amount: Brand: Coarse Ogg. site: ___- lu _ _.___Type:---- .___�`� L35' �. __--.. ----._—Fine Agg. Size: Specimen Specimen Test(i Register Data Dote Total Area Unit Load Report No. Type Days Number Ree'd. Tested Load PSI No. 17 A fi x 12 7 8743 8'-20 8. 26 50,GQU 28.27 1770 2e' B ?8 �i4 8-20 9.1C 28.27 C 28 874.6 8••12n R_I1� H.27 D E F Remarks: TI-LICk"a{ 5 Tirket# 1246N >vc. CIU a" 'fi ..aru .int:v x L.,mstruction In%ptmon R Related Tests V Carlson Testing, Inc. P.0 Ho' 23814 ilgard,Ore"on 97223 jos too. - CP-848 Phone (!W) 641-4114 REPORT OF IN 11I.ACE SOIL DENSITY TLSTS August 1R, 1980 Chan/_ The Koll Cumpany plojecl Koll Business Center Soil Description Silty Sand Max. Dry Density, 106,.7 _ lbs./cu. fl. opt,n(Jm M, jute Muthod .4 Test__ NIC-5DT k L r, IN-p,.A I-E DF I,5 1 T f rtu F L f U!)I DATE OF ti L 0 C A T 1 0 f 41,11% cu. F T.I I E s r COU I-Ar.riots No. W1 8-5 1 Roadway A, Station 7 4- 90 in front NO. C Sub 17*1 129*1 111*1 101A0 8-5 2 Sfation b 1- 46 Sub 19.0 130.0 109.2 102.0 8-5 3 West of Building "B" , Station j + 00 I Sub 115.0 130.0 113.0 106.2 8-8 1 Building "K" west half -1.0 ' 18.0 124.0 105.0 98.4 8-8 2 Building "0 east half 01 121 .5 104.9 98.3 8-8 3 Building "K" southeast side -rill O.."li 12,01.0 110. . .3.6 8_8 4 Building "K" south side- -611 16.0 124.0 106.8 100.0 8_8 5 Building "K" southwe-J aide 6" 1.7.0 1 10?.0 103.1,, 8-11 1 Building "F" 11.0 124.0 105.9 99.2 8-11 2 Building "K" west side -611 18.0 129.0 109.3 102.4 8-11 3 Building "K" east side -611 17.0 126.0 107.6 100.9 8-12 1 Building "V east side Sub-T 16.01 118.0 101.0 95.0 8.12 2 Building IV' center Sub lb.f" 118.0 102.0 96.4 8.13 1 Building "I'll west end Sub 1.3.0 12F.0 111.8 105. 1 Remarks cc, City of Tigard _ Kefi RMUFF-F. Weyer" ng-1vRe-b--r1; TFST:r!G INC Construction Inspection B Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF CONCRETE TEST SPECIMENS Tigard,Orcgon 97223 ----------- -_ Phone(503)641.4114 Dare Molded: B'1_-_-__- 19— 80 CP-848 — Job. No. Client: The Koll Company' Protect: Koll Business Center ---- - --- --- ---------------- Address: Tigard, Oregon Contractor: —_ The Koll Company _ &rb-Contractor: Concrete Supplier: _. _ Aphis Read/ Mix Cost by: M. a6ert Weather: _ _ Overcast_ Temp, high: 80 52 Temp. low: Location of Concrete Placement: East-Slide Slag Building "G11. Strength Requirement - 25Q0, PSI @ 28 Orr• days Slump: _ Cemen: Type: - -- .— No. of socks: --- -- Entrained Air Admix, Amount: Brand - — _ Admit, Amount: __Brand: �parse o er gg. :�:e:__� ----Type:_—.—Natural— - Fine Agg. Sire: _. Specimen Specimen Test P Register -- NReeo. _ Type Days Number a ee Dote Total Area Unit Load Repo+r d. Teeeed Load PSI No. 16 A 6 x 12 7 8678 &.48 8-22 391000. 28,27 1380 20 B 28 8679 8-.18 9-.12 - 78,000 28.27 _ 2760 40 - - 28 8680 8818 9-12 75,500 28127 2670 40 D E --- E:��F Remarks: Trs!ck#-71_1ickt? -- cc: Cit , of and Aph 's. Ready Mix _- Construction In.iprction & Related Teats Carlson Testing,Inc. P.O Box 23814 Tigard,Oregon 97223 ) REPORT OF CONCRETE TEST SPECIMENS Phcne(503 641A114 Date Molded: _ :u) 19 Job. No. Client: 'i'le, ii(x 1 :L'±111uny Project:_ Knl Y 2tmiiiAns Address: T. ,, 01vion — Contractor: — •the L31"I rCL2"7ZIt7Y,_ . Sub-Contractor: _ Concrete Supplier: A:p( $ Llaaidg MIL Cost by: 1.1. labaft Weather: Uverost _ Temp. high: _J 89 Temp, low: Location of Concrete Placement: 9 9 PSI (� days Slump: Stren th Re uirement• Cement Type: - No. of sacks: Entrained Air _% Admix, Amount: _. Brand:_ ___ Admix, Amount: __Brand: Coarse agg. size: _.d" _-.____._.Type: __1. t.A ' _ Fine Agg. Size: — =LL4, Specimen _T- Specimen last A Regisimr - Date Dote _ Tatel Area Unit Load Report No. Type Days Number Reed. Tested Lead PSI No. 1E A f C 2G 36 8..11.01 9`42 211)1.27 D E F Remarks: ii CC: :A tr of 'i'�jrd k Construction Insbection & Relaid 7'esra Carlson Testing,Ince P.O.Box 23614 Tigard,Oregon 97223 Phone(603)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: _ <<" }� 19! ' Job. No. Client: .. _ �d'I'� wGii7Ly!, r.47I1 itruc�i wi Co. — Project:_ Perk 217 Address: ___—_iu.Ard, Dean Contractor: E Lail SchieUdI'. !!jn. Sub-Contractor: Concrete Supplier. _ ' 110111J —Cast by: r^ Weather: 'Oyar:as-•• —_ Temp, high: Temp. low: Location of Concrete Placement: •�f't' '� a� 'i + `1i 0 to E bt'tht.n.nwri inkiS 5 and %. Strength Requirement: 3000 —_.—_ PSI days Slump: Cement Type: _ I ._-_—__ No. of sacks:. Entrained Air Admix, Amount: _--.__—.__— Brand: - -_— Admix, Amount: Coarse agg. site: :, Type' --.ilt`iLLf i - Fine Agg. Size: Specimen Specimen Teft Date Dete 70181 neo Unit Load Report Ne. Type Days Number Reed. Tested Load PSI No. 31 A D E F Remarks: —_-_- TVIICki A7 TiGLuM :5917 Construction Inspection & Related Testi Carlson Testing,Inc. P.Q.Box 23814 Tigard,Oregon 97273 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841.4114 Date Molded: _._ 8-14 , 19 80 Job. No. CP-848 Client: ----- The Koll Company_A _ ^� -`-^----_--_�----^---- Prolech------ Koll Business Center-----_— ----�-----.��---------- _.____._-`-----..Add.ess: — Tigard,T1 ag rd, Oregon Contractoi: —The Koll Company Sub-Controctor: Concrete Supplier: Aphis Ready- Mix !Cast by: B, O'Connor Weather: — Cloudy Temp, high: 70 Temp. low: Location of Concrete Placement: Building "Oil west fide, Strength Requirement: 25GG -- PSI @ 8— days Slump: ______-5 Cement Type: __ __,_________, - ,-- tle5, of sacks: _. Entrained Air % Admix, Amount: Brand:_. ._. _._-. Admix, Amount: Coarse, agg. size: ___Z_,_ Type:- - N�tur��---� --_ ---_-----Fine Agg. Size: __ u d_As Specimen Specimen Test P Register Date Date Total Area Unit Load Report No, Type Days Number Reed. Tested Load PSI No. A 6 x 12 7 8658 8,15 8-21 40,00x1 28.27 14.10 18 B 28 8659, 8-.15 9-11 783000 28,27 2760 39 C 28 86.60. 8-15 9-11 79,000 28,21 2790 39 D E F Remarks: _ Tr rk# 64 Ticket _- cc: Citi of Tigard -- Construction Insbectiort B Related Tests Carlson Testing,Ince P.O.Box 23814 Tigard,oregon 97223 Phots ib03)841.4114 REPORT OF CONCRETE TEST SPEC— IMENS Date. Molded: 4 —, 19 30 Job. No. .—= ____„=• p� Sch.jvje Collstrv.etion Lo—IT-1.111Y Client: - Project:_ Pak217 --- Address: 'Tigard, Ore M1 - . ("eir i chi C+mst. Cc• Sub-Contractor: -- Contractor: ROSS t�'r'�BD� Cost by: Concrete Supplier: — - - __ --- Temp. low: _.. ,fit] ayo rrI?G 1; _ Temp. high: --------- Weather: __.___--- aura �•' Location of Concrete Placement: ---- l.'iil3S E► Vit}_--- ------.— [:�3 PSI a days s Slump: y J - Strength Requirement: _-- _ - No. Entrained Air o. of sacks: Cement i ype', -_. --' -------_._` -- -Brand:.----- ---- Admix, Amuunt: -_. --- — Brand: Admix, Amount: __—_-.-.. M"'iCI• td 'ial'ir•� Fine Agg. Site: --- — , t Coat se agg. size* 4 - _._._ Type: - —__----- Report l TotaArea Unit p -------'— Dote Date PSI Ne. — Test! Register Tested Load 5 eeimen Reed. Specimen p vs No. 7. V Type i Number I �.,tw P ,,, 87,Fc�0 28.7.7 �'`�t:1 •,`. ' icy A 80; is ;. 'Z s.':7 6.415 D -- E _ F Remarks: 'rici a-0 Construct',)n Inspection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 9'7223 Phots 1W3)841-4114 REPORT OF CONCRETE T,-:ST SPECIMENS Date Molded: `_ , 14�'1 Job. No. Client t ld'.11"I 1' .1r, I.ri i t�t.'�..�J r.i Prosect: ----- -- - ---_ Address: T"'garL. ------- -- --- — — Contractor: _ nhta t _ Sub•Contractor: — _— — -- — Concrete Supplier: .---!�ID�l 't I<L% l1' Cast b,r Weather "'t,•� — _ Temp. high: Temp. low: — Location of Concrete Placement: LidiLilILL-- Strength Requirement: _ ►= ''_ -- _ PSI @ _ days Slump: �• — Cement Type: —_ t _ No. of socks: —,' -.—Entrained Air _ _----�► Admix, Amount: Brand: Admix, Amount: ____—B►and: --_-- -- -- + Fine A Size: —. - -- Coarse ago. size:._ —_ – Total Arae Unit Lood Repoo S peN man Specimen Test P Register Date Data PSI No. No. Type Days Number Rac'd. Tasted Load B /arsf•'llj ?.t �.j, lees .�. ,.- D E F Remark -- — Ar;1•I IF, �';!het '•' ``9�' Construction 1nsPection 9 Related Tens Carlson Testing,Inc. P.O.Box 23914 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)641-4114 Dote Molded: 8-13 , 19 80 Job. No, CP-848 Client: _ The Koll Company --- Project:---- Koll Business Center . - Address: _ Tigard, Oregon Contractor: --._The Koll Company Sub-Contraclor: Concrete Supplier: _ �i1S Ready Mix Cost by: M, Tahert Weather: — Overcast - Temp. high: 75 Temp. low: 5. _ Location of Concrete Placement: Building "H" east half of slab, Strength Requirement: . 2500 ^—_—_- PSI @ 28 days Slump: 5 3/4" Cement Type: _ I _ —. No. of sacks: Entrained Air A. Admix, .Amount:_ _Brand: — ,.Admix, Amount: --Brand: . u Coarse agg. size:.----Is— __---TYPe:_--- KdtU1"c ]_-W -_---Fine Agg. Size: Specimen Specimen Test B Register DaleTotal Area Unit Load Report No. Trp. Days Number Recd, TesteDote d Load PSI No. -14 A 6 x 12 7 8574 8-14 8-20 251OGlQ 28,27 880 17 B 28 8575 8-14 9-10 77,000 28,21 2-7?0 37 C 28 8576 8,14 9. 10 79,000 28,27 2790 37 D E F Remarks: —_--__Trljrk# 54_ k� ��—__ -------• ----- -- Aphis Ready Mix ------------- ------- Construction Inspection ® Related 'rests Carlson Testing,Inc. F.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (503)8414114 Date Molded: 'g"1"; , 19 3Job. No. ') Client: -. the Kol't 1 Company Project: Kull )]iysl tEa4 Address: —_ ''rigard, {1C'eC,on --- --- - Contractor: - _ s ►C� � lllili(.Lr Sub-Contractor. Concrete Supplier: Cost by: _ `�• :�`i '• 'o.: �_ Weather: —_ °1'Aercas1r Temp. high: —Temp. low: . Location of Concrete Placement: Q',"'t r �;I 'tHt: C��3;. i•l .^ evil 1 31F�l.e, Strength Requirement: PSI kl . _ days Slump: `' J Cement Type: . No. of socks: Entrained Air % Admix, Amount: _Brand: ,—�—_—_ _ A,jmix, Amount: _._ Brand: �— Coarse agg. size: - _�_.___------Type: -_ ._i.�_,�r's�..----.� Fine Agg. Size: Ir;� Specimen Specimen Test jl Register Dere Dote Total Area Unit Load Report No. Type Days Number Ree'd. Tested Load PSI No. A �' 28 26 r� E F Remarks: -- CC _Cit:yy cvf'i'iiyard Carlson Testing,Inc. Construction Cnspeceion & Related Tests P.O.Box 23814 REPORT OF CONCRETE TEST SPECIMENS Tigard,Oregon 97223 REPORT ------ I Phone (503)641-4114 Date Molded: --w=.� 14-yam--- Job. No. Cl- t%fe Client: Carl Project: 211 - -- - - Address: --- rye 'l1yoaml - -- - . Contractor: �. �.ti1^'� "�s'3'lytrll? ��C1Yi'i'(" r' r — _ sub-Contractor: Concrete Supplier: _Cast by: 11 ''I)I'!^L Weather: Temp. high: _ r' — Temp. low: _ Location of Concrete Placement: Strength Requirement: --- -- ----------- PSI 0 ---..- days Slump: r;,r Cement Type, No. of sacks: _ Entrained Air Admix, Amount: Brand: - Admix, Amount: - _ _Brand: _ Coarse agg, size: ~— YPe:_._._ Fine A ' - - 99• Size: DatRegister a R• Specimen Spaeiman Teet p i - -- --_ -----• o ees No. Total 1YPe Days— Number Recd. TestedLend Area Unit Load Report PSI No. el 86 7P C E — F — Remarks; LU t:799 'W via Construction Inspection B Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 16031641.4114 Date Molded: _ 8,12 , 19.80 .lob. No. CP-848 Client: _ The Koll Company Project: Koll Business Center — Address: _Ji9ard, Oregon — `-- Contractor: __ The Koll Company Sub-Contractor: _ Concrete Supplier: his. Reddy_Mlx Cast by: _ M, Tabert 50 Wcother: . OYerCast Temp, high: 80. Temp. low: --- Building "HII west half of slab, Location of Concrete Placement: .,_ �__� " Strength Requirement: 250.0 — PSI @ _ 28 days Slump: _5 3/4 —� Cement Type: �_ ___—_� No. of sacks: Entrained Air _ % Admix, Amount: Brand: _.____ _ Admix, Amount: ___—..Brand: gg. 'I yp Natural — _— Fine Agg. Size: B1_d9! Coarse a site:——_--- _.__.._...__-.—___T e:- .._. Saecimen Specimen Tat,P Register Date Dat. a Total Arse Unit Load Report No. Type Da•s Number Recd. To ted Load PSI No. 13 A 6 x 12 7 8540 8-.13 8-19 56 15(10 28,27 20(10. 16 B 28 - 8541 &13 919 7311500 28,27 2600 36 C 28 8542 8 .13 919 85,^000. 28,27 3000 36 D E F Remarks: _ -- -- Txu�k Zll—Tire k12456.5 -- --- -- -------- Aphis Ready Mix Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 977.23 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Dote Molded: ___. , 19"N Job. No. Client: E. Cox] 'A.. deme c03i.riL`1"f.4!;d,c—'I) Co. Project:______ Pd '�, 217 I-------- -- Address: Contractor: E. CaA Sr:Mc? a C(QnSt. i;i.1. Sub.Contractor: Concrete Supplier: 4 ess Island _Cast by: H. Payson [�yea•r..:is t 7 n Weather:. _ Temp, high: Temp. low: . _;_.___________ _ _. Location of Concrete Placement: SI&I..) I j ne 5 i%-. V, I'I tic, F.!+ I'm 2 1 rn J s'i I , Strength Requirement: +UU PSI @ aa,t days Slump: 3 a Vii' Cement Type: Y No. of sacks: __ T_. Entrained Air A Admix, Amount: _ Brand: Admix, Amount: _.Brand: Coarse a99. si ze: --..—_--Type: . — Fine Agg. Size: 8��- Sp.omen Specimen Test p Register+ Date Data Total Area Unit Load Popoff Nn. Type Days Number Rac'd. Tested Load PSI No. fs A f:• x Er T 855 t3�13 f.1•I, 7 ,Sc?!? "u."7 �5�c1 B ;'i1 t3u?S ? .i� 9••9 M27 D I E _ _ i F _J RemarkV: i Construction Inspection 8F Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Orogon 97223 Phone(5031641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 2-i2 , 16LJob. No. li6� Client. F_ Carl Sc,�Jawe Con-p rY 'Gann Co. Project: 2911' 213 _ — Address: Tigard, Or:]gon _ –-_ -- -- Contractor: ._ L CGO SCIACALKI LOURL_ ;.f)_ Sub-Contractor: Concrete Supplier: ache. 'U'Icori — —Cast by: 0 114A:a 1 Weather: Temp, high: 7-11 Temp. low: _ Location of Concrete Placement: r11,11iAn_; G liar, r-!. t:n G;-s 3 tn 1_ Strength Requirement: PSI @ _2[� days Slump: — i Cement Type: __ _ __-._. No. of sacks: !3?, Entrained Air Admix, Amount. Brand: _.__ — Admix, Amount: _ __Brand: Coarse ogg. size: Agg. Size: Specimen Specimen Test P Register DataData Total Area Unit Load Report No. Type Days Number Rec'd. Tested Load PSI No. 1 A 6 x 1.2 7 662 '�!3 S.-i1.4 o2:1 500 '.C.27 11221 — B 28 r"_6 r D E :=F Reriarks: w r-4 Construction Insbection 6r Related Tests Carlson Testing,Inc. P.U.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE 'FEST SPECIMENS Phone(5031641-4114 Date Molded: , 19 Job. No. Client: _ hE1 K011 Q61VAU Project: _ YW'd m711CT''i, k1'f'ar Address: - S aAr'ds Oregon Contractor: __ 1i1t Vj11_ rn;rp aY jl . Sub-Contractor: Concrete Supplier: Ai711•1k f>"adll VA': _ Cost by - Weather. ` �� 'I'Ci".�'� Temp. high: 1W _Temp. low; Concrete Placement 11?'t L`''l;'it r" ;,(Cs1 nni-, of fliwib, Location of j Strength Requirement PSI 0 ._ �:�� days Slump: Cement Type: ___ t -_ No. of Entrained Air Admix, Amount: _ Branc : -_ __ Admix, Amount: _,_..Brand; Coarse agg. size:--- - !_--- -- Type: 'jut i'sLl_-_----. Eine Agg. Size: �T_ Specimen Specimen Tett P Register Date Dare Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. :? A a► x i" 1 6540 fi.9. t 9_.1� �s�rl ':•?.27 `:SJ r4:r _ C '?fS 85112 A..g r a E F Remarks: Tyu'-"9 4 '04-katO 1_24�(Z - ---- [IE�'1;� F��dti� t�•1; Construction Inspection ® Related Tens Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregan 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(50 3)641-4114 Date Molded: 19_:2':___ Job. No. Client: I_ Carl SChiEkle Lrl:rY1S!}^LiC'a'li:i7 1u. Project: _..._ Ea ,, w.17 Address: r{gFld.. 0maiYI Contractor: __-- L• Carl Sch'ima-, Lomita i J- Concrete Supplier: ntms IF'Imni-I Cast by: ____-- Pi -eke jj-- —� Weather: _Near �— Temp. high: �f7 Temp, low: _ Location of Concrete Placement: A ab l'iiIPI: 7 to 3o A I'* B. Strength Requirement: _ �Ofr" PSI @ ____; days Slump: Cement Type: _ _ No. of sacks: Entrained Air Admix, Amount: _ Brand: —___._-- Admix, Amount: --_ ..__Brand: Coarse a size: " _ - -___ — _ 99. _-��--__-- ----TYPe: _1�.�:UL"$.L--- - ---Fi,,e Agg. Sire: _ t�. `�;i• Specimen Specimen Test P Register Data D: Total Area Unit Load Report No. Type Days Number Reed. tested Load PSI Ne. i A F) fi6 f' '^ .18 e,,, Son V.8.27 292,0 D E F Remarks: CC: (.'1411 ofl' and _ Construction Ins►eetiett S Reteted Tons Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Photo M03)6414114 Date Molded: _ t�-•tel 198 Job. No. Client: . , !?:3filc�ri�f'I Sank of Oilegon Project — Address: _ _ 121160 1. 11. iJaln ell"C:i. -- Contractor: fila f;Ui}:;�1"L!C't'1 Un C: Sub-Contractor: Concrete Supplier: Ro:g.' •!i li-md Cast by: V. X1671'/}'� /a Weather: . _ d Temp, high: �" Temp. low:—_ r;...+ r. (x11'(1}°'1!f)}' footing. Location of Concrete Placement: r.r�4�3V �'�• `}t�f• • '• Strength Requirement __-__ !t!(} PSI @ - days Slump: Cement Type: '_ _ —_ No. of sacks: 'aii Entrained Air % Admix, Amount: _ Brand: Admix, Amount: ---Brand: Coarse agg. size: i!} -- Type: Fine Agg. Size: ._.___= -- — Specimen Specimen Tett P Register DareData Total Area Unit Load Report No. Type Days Number Rec'd, t�Tested Load PSI No. 1 ;{ " 7 42 MOO '_k/ E F Remarks: ' I:L YI! Opyd j iE� 'ayi :1'IutL,, _ Utv on' i Construction Inspection N Related 'Pests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Dote Molded: ^___ 19Job. No. Client- Project: - -- - - --- - ---- - - --- - ----- -- - --- Address: --- -.._ __. - -- ---- ---- - --- -- ---- ---- - - Contractor. -_---__-_----_--------_.._-__ —_-_-_ Sub-Contractor: Concrete Supplier: -----�- --- ------..___�._-- -- Cost by; _-- - Weather: Temp, high: Temp. low: Location of Concrete Placement: - - ----Strength Requirement:Requirement - - -- PSI nl _-- _ - days Slump; ---__--------_-__.._ ..__- Cement Type: ___-- "• No. of socks __-___ - _- Entrained Air Admix, Amount: _ _. Brand: __— Admix, Amount Brand: ._______- - Coarse agg. size: ? Type: -__- _: __ __------_-_-- Fine Agg. Site: (- Specimen Specimen Test P Register Date Dote Total Area Unit Lead Repo" N.,. Type Days Number Rec-d. Tested Load PSI No. A i B D E F Remarks: Consit►uctinn Inspection & Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)841-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: , 19Job. No. — Client: ----- - - -- -- -- --- - - -- Project: --- -- Address: " — ---- - - �— Contractor: -____-- Sub-Contractor: -- Concrete Supplier: Cost by: Weather. Temp. high: . Temp. low: - Location of Concrete Placement: --- Strength Requirement: __......_--- PSI —__ days Slump: Cement Type: No. of sacks:.------- Entrained Air Admix, Amount: _ Brand: __ _ __. Admix, Amount: . _Brand: Coarse agg. size: Type: ---- ---Fine Agg. Size: -- — Specimen Specimen Test Register Date Dote Total IArea Unit Load Repo't No. Type Days Number Reed. Tested Load PSI A C D — -- E Remarks: -- Construction Inspection & Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF CONCRETE TEST SPECIMENS Tigard,Oregon 97223 Phone(503)641-4114 Date Molded: 19 Job. No. Client: Tile Kt)'! r':01rop"Ry K011 b,,in(lss Project: t.c.,,r Address: Tigirt.i., Contractor: I'lle !K01 I Sub-Contractor: Concrete Supplier: I I .. . Cost by: Weather: y Temp. high: Temp. low: Location of Concrete Placement: ;'I'voild S'l �1'1' .I.!l i'lN15 Strength Requirement: 2500 PSI @ days slump: Cement Type: No. of socks: Entrained Air Admix, Amount: Brand: Admix, Amount: Coarse agg. size: Type:. -----Fine Agg. Size: 1, Spec-men Specimen Test p Register Dot* Dote Total — No, Type Days Number Reed. Tested Unit L"'I P�'.... Load PSI N, A 'Y 13 C D E F Remarks: t� Construction 1whection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: .,__ ': 19_ _ Job. No. Client: --- f1. t%V'� `_:C�l'1�:V.'� i�Ib4�:'t:]"•d::�'iiii: "" _ ___ _ ------- _ _-.- Address: Tigard. 01r(1t111 Contractor: :iL;Y(';w+:'' ______.,Sub-Contractor: Concrete Supplier. Cost by: —� Weather -- - --___ Temp. high: - W ` Temp. low: Location of Concrete Placement: _ -- "% i 'f:l(1 :� iii...i '-.;; t.?? �R,:,:� ;f a) Strength Requirement _-_-_---------_ _ PSI Ni _-_-_ -_ - days Slump: -__--_- Cement Type ---_.--_--._-. ---_ No. of sacks _..------___ _ _--- Entrained Air Admix, Amount: Brand: _—__ Admix, Amount _ Brand: Coarse agg. size:__.---_. . _- �_--Type: _- _---_—Fine Agg. Size: . Specimen Speeiman Test P Replsrer Dote Dara Total^ Area Unit Load Report No. Type Days Number Reed. Tested Load PSI No. i) A 6 'r, 12 C r G> D E F FT Remarks: �wr � Construction Inspection 9 Related Tests Carlson'T.Nesting,Inc. P.O.Box 23814 1 igard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)641-4114 Date Molded: _ 19 r Job. No. Client; Project: -- Address: . Contractor: _ '' Sub-Contractor: Concrete Supplier: ;5;:; P•;rtt� Co:t by: Weather; _ Temp. high: Temp, low: Location of Concrete Placement: ._._��____ Strength Requirement: . PSI @ _ dt+ys Slump: Cement Type: ':o. of sacks: »___w Entrained Air _. % Admix, !%mount: __ Brand: Admix, Amount: . Brand: Coarse agg. size:____ _______ ._Type: ____ Fine Agg. Size: Specimen _Specimen Test N Register Date Date Tate I Unit Load Report Ne. Type Days Number Recd. Tested Load Area PSI No. A B i C D E F Remarks: i ii 1' I illl _111 Construction Inspection 9 Related Teat Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 19___ Job. No. —. Client: - - _ ---- ------ Address: Contractor: Sub-Contractor -- --- - Concrete Supplier: _-Cast by: Weather. _- — — Temp. high: . --...._ Temp. low: Location of Concrete Placement: Strength Requirement: --_-__ PSI ki _ -_ days Slump: Cement Type: No. of socks: - - - ------ Entrained Air ---- ---% Admix, Amount: Brand : ---- _ -- Admix, Amount: -_.- _- Brand: --- Coarse agg. size: ' TYpe' Fine Agg. Size: _--. f Specimen Specimen leaf A Repisrer Dols Date Total Area Unlf Load Reporl No. Type Days Number Recd. Tested- - Lead PSI Ne. ) A ---... - -- - - B - -- ----- - 1 D F _ Remarks. 1 - -- — Construction Inspection 9 Related Tests Carlson Testing,Inc. P.U.Bux 23814 Tigard,Oregon 97223 RFPORT OF CONCRETE TEST SPECIMENS Phone(60318410114 Dote Molded: — _._ , 19 _. Job. No. — -- Client Projert Controltor: _. Sub-Contractor: - Concrete Supplier: 1, 45 t`%I!;il1t; Cost by: Weather: _.� Temp, high: _ Temp. low: _ Location of Concrete Placement: Strength Requirement PSI 0 _ r'ays Slump: _ Cement Type: _ No. of sacks: — Entrained Air --_XL Admix, Amount: _ Brand: Admix, Amount: .—...____—___Brand: Coarse agg. size: .____Type: _v._. _Fine Agg. Size: Specimen Specimen Test! Register Det. Date Total Area Unit Load Report No. Type Days Number Reed. Tested Load PSI No. C c D E F Remarks: . wlr �t wi► �! sw ew a!■r Construction insbection & Related Teets Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)641-4114 Date Molded: P .� 19 Job. No. Client: ITIC VX)1 i „X,liP'-M_y Project: )Jt siae5S CL•"!S Address: _-- 't Ji ijrCY._ Contractor: _ ►its, act: Sub-Contractor: Concrete Supplier: 4 1� :2c,-14 X11+. Cast by: ► l is Weather: Temp. high: Temp. low: Location of Concrete Placement: !y'ijfljiniy "�i` niwij'! Alat. Strength Requirement: "'i�F1S, PSI @ 2i' days Slump: Cement Type: No. of sacks: Entrained Air Admix, Amount: Brand: Ar'-nix, Amount: . _Brand: Coarse agg. size: _- __- _.....:,.�: - .- -_— —Fine Agg. Size: :�� Specimen Specima Test A Register Dote Date Total A Unit Load R°porr No. Type Days Number Reed. Tested Load f°0 PSI No. B C D E F Remarks: Construction Inspection S Related Testa Carlson Testing,Inc. P.O.Box 23B14 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)841-4114 Date Molded: ______ , 19_ Job. No. Client: _ -- ----- -- -- --- - -- --- -- Project: ------ -- ---- - — — - — - Address: Contractor Sub•Controctor: Concrete Supplier: Cast by Weather: _ _ Temp, high: _ Temp, low: Location of Concrete Placement: _ Strength Requirement: _ PSI h d'1y5 Slump: Cement Type: _� No. of sacks Entrained Aii Admix, :...wunt: Brand Admix, Arnnunt Rrond Coarse Ogg. size — -----Type: - ---- - ----- Fine Agg. Size: . — --- Specimen Specimen Test P Register Dote Date Total Unit Load Report No. Type Days Number Reed. Tested Load Area PSI No. A 9 D E — I� F Remarks: -_ Construction Inspeettott d Related Tens Carlson Testing, Inc. P.O.Box 23A14 Tiperd,Orepon 87223 RE:PQRT OF CONCRETE TEST SPECIMENS Phone(603)641-4114 3 Date Molded: _ 19 Job. No. Client: _ Project: Address: - 1'1 :;'y� !t' t(•_. Contractor: t, _ Sv�-Contractor: Concrete Supplier: 4 _ Cast by: Weather: ` _— Temp. high: _ Temp. low: _ Location of Concrete Placement: Strength Requirement: _ __. PSI @ days Slump: _ Cement Type: -_ No. of sacks:.__ ___ Entrained Air _, % Admix, Amount: --------_Brand: _Admix, Amount: -- _______Brand: { Coarse agg. size: _ ---Type: _._.,_.�. _ ___ -_-_ Fine Agg. Size: Specimen Specimen Test Register Date Date Total Area Unit Load Report No. Type Days Number Rac'd. Tested Load PSI No. �F B C D E F Remarks: i I I RECEIVEOF At MApection a Matti 74411s Carlson nesting, Inc. (,I!Y 0r T%ARD a:o. ern 2aa14 i igard,Organ 97223 A NO. C.,,..P8.� Phon® (5031 641.4114 1 REPORT OF cry-PLACE SOIL DENSITY TESTS august 6, 19M Client The Kol 1 Canpany Project r Koll Miness Center Silty Sand Soil Description Mox. oil Density_ , 106.7 lbs./Cu. ft. Optimum Molstup A6,2 %;•Method ofIT f' rr r n IN-P►ACL'C SITY � 1 D't!t f tNO•�. T Q 9 T L O(!'A T 1 O N �jtr NOT 1� 1 UAL •14ts 'v-• r TJ 7-29 1 Roadwq south of Building J,&. H -6.0 19.0 12 4.0 104.2 97.6 7-29 2 Roadway south of Bui ldi►ig J M -�6.0 20.0 122A 402:0 95.6 7-30 1 Bbi ldin "G" r 9 9U , 20:0 120.0 107.5 100.7 y 7-30 2-' Btiildipq 'IG" b 18.0 126.0 106.1 100.0 B-1 1 Roadway north of building L & K Sub -18.0 122.0 103.3 96.8 1 -1 2 _- 'Roadway, north of building L & K _ Sub*1 17,0 124.IQ 105.9 99.3 M 8-1., 3 ',-Roadway north of bbilding L' b K S_ub 18.0 10,5V 164.6 9$.0 _ II $•1 4 . BUi Wing F north $nd Suh 20.0 130.0 106.6 . 100,0 B-1 S dbi lding "F" south end -2.0 21'.0 12.9,`0 106.6 100.0 8-4, 1 Building 'IF" south end Sub 15.0 124,0 101.8 101. 3 8-4 2 Building "F" southwest corner-� Sub 18.0 129.0 111.2 103.0 � I c 4 Remarks cc: City of Tigard -KeCT-ea y CWFM. ^ARL14)N rrFTiNC, 1r r. t l Conuraetton Inibeetton S Related Tens CarrlsonTest:ing, Inc. F.O.Box 23814 T igard,orpon 97223 Phone(503)$414114 REPORT OF CONCRETE TEST SPECS T r fq Job. No. Date Molded: 'ho Kol Client: __-- Project: -.-- Address: �._---- _Sub-Contractor: .___--------- Contractor: _---==----_- r. Concrete Supplier: __----- Temp. high: Temp. low: --.--- --- Weather Location of Concrete Placement: PSI @ days Slump: Strength Requirement: ,—_ — _— _ ----- ___._------ Entrained Air No. of socks: Brand: -------� Cement Type: —_-- Admix, Amount __.. -----Admix, . _ Brond: Brand: Amount: —___------- --- ' i Fine Agg. Si to: —_ —--- --- Coarse agg. size:.-- - _ -------TYPe' - -- -- - _ Total Unit Load Report - Register Date Dote Area PSI No. Specimen Specimen Testy Number Recd, Tested Load No. Type Days A t. .. B C D _ F Remarks: — tae Construction Inspection 8F Related Teats Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)641-4114 Date Molded: __.._` , 19Job. No. Client: _, _- ------- _ — -- ------- -- -- --- -- - --- --- --- Project: - - -- -- -- -- ... - -------- - — __ Address: --- Contractor: �. Sub-Contractor. Concrete Supplier: Cost Cast by Weather: - —� Temp. high: __ . Temp. low: Location of Concrete Placement: Strength Requirement: -_ PSI la days Slump: -_ Cement Type: No. of sacks: _ Entrained Air ____ 4dmix, Amount: Brand: _ ._____.. Admix, -mount: Brand: - Coarse agg. size __Type: Fine Agg. Size: Speei,*n Specimen Test N Register Date Date Total 1 Area sUnit Load Repo,e No. Type Days Number Rec'd. Tested Lead I_ PSI — No. A ---ttt B ' F__ C D E F Remarks: Construction Inspection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT_0F_CONCRETE TEST SPECIMENS Phone(503)641.4114 Date Molded: ti5 -- 19 6U Job. No. --- --- -�_ Client: ._ 1•rl>ii Schi@i a Cow:•;`•Y''LiCd0n 1;0. Project: i fid]`}; 21 Address: _ __- 'J Bard. Orygon Contractor: _ i-_ Cill''i St'h'iWWL ( rt•1rL` Ld, Sub-Contractor: Concrete Supplier: Cast by: d. i_,_,it-'1 __.- ► , Weather ' _ .._ �. Temp. high: _ Temp. low: Location of Concrete Placement ) 1 r C�1^Ot1,{;t Strength Requirement: PSI days Slump: Cement Type- _ No. of socks: Entrained Air Admix, Amount: Brand: Admix, Amount: _ Brand: Coarse agg. size: iii?f:"1''c"!"r' - - -- --TYPe�----.—_----- ----�---------Fine Agg. Size: — — Specimen Specimen Test 0 Register Date Date Total Area Unit Load Report No. Type Days Number Reed• Tested Load PSI No. A B t C D E tfF Remarks: I Construction Insbection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(50316414114 Date Molded: 19 Job. No. Client: he KrAl Cw4xmy Project: ivi I DUSTss WW.'Pr Address: i. Tigard, (Itmfxin Contractor: The K011 cowgr'.v Sub-Contractor: Concrete Supplier-, CoSt by Weather- Temp. high: Temp. low. Location of Concrete Placement: Strength Requirement: -- PSI @ days Slump: Cement Type: No, of socks:--- Entrained Air Admix, Amount: Brand: Admix, Amount: ----Brand: Coarse agg. size: -Type: Fine Agg. Size: Specimen Specimen Test P Register Date Dat. Total Area Unit Load Report No. Type Days Number Reed. Tissted Load PSI No. B C D E F Remarks; ;-C: tj t 0." '1�ua 1, �14-WA-W-iL llllllm�� 0 1 Construction Inspection dV Related Tests Carl son'JPL le-sting,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: Job. No. Client: Project: BU0114r..' Address: Contractor: Vic 4ol'i Sub-Contractor: Concrete Supplier: i; _'tiCost by: Weather: Temp. high: Temp. low- Location of Concrete Placement: Strength Requirement: PSI IS days Slump: Cement Type: No. of socks: Entrained Air Admix, Amount: Brand Admix, Amount: ____ Brand: Coarse egg. size: --------Type: Fine Agg. Size: Specimen Specimen Test 0 Register Date Date Total Unit Load Report No. 7 Days Number R a c'd. Tested Load Area PSI No. A 6 Remarks: t'- Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Dox 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: L"" 19_ 80 Job. No. fi LZ48 Client: Tha 14A.lcs�,wlanV -- - - Project: __- �:uY j l�tu irtts zt; Cpyr'.rtvv --__ -- Address: Contractor: _ Ill-, �(Ili c1,1a1}Jtr jI4 Sub-Contractor: Concrete Supplier: ______Cost by: __ yy,�•� T� Weather: =iiilli� Temp, high: �... —,_ Temp, low: Location of Concrete Placement: _ r:,) 4 4:4;;11 W,i f Strength Requirement _— e_--_ ----_-__ PSI a -�';, days Slump: 41=. Cement T ype: _ No. of sacks:. Entrained Air —_% Admix, Amount. _. -----_----- Brand: --. _--- Admix, Amount _--- __._-.----_----Brand _-..------_--- Coarse agg, size: Type: _ .;t ��, ;1__ Fine Agg. Size: - ---- Specimen Specimen Test P Register Date Dab Total Area Unit Load Repots No. Type Days Number Rac'd. Tested Load PSI No. ` 6 t•, c. 2. E ., .., ,.... F Remarks: Construction Inspection 9 Related Teats Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(5031641-4114 Date Molded: 19 8o Job. No. Client: Thi'' ;W Cvt,rr.i Address: Contractor; _ Sub-Contractor: Concrete Supplier: Cast by: Weather: Temp. high: Temp. low: Location of Concrete Placement: — Strength Requirement: PSI H days Slump: _ Cement Type: _ No. of sacks: _ Entrained Air Admix, Amount: Brand: Admix, Amount; __ Brand; Coarse agg, size: — Type: -- ` -- -- --- --Fine Agg. Site: — —� Specimen Specimen Test P Register Dote Dab Total Area Unit Load Report No. Type Days Number Reed, Tested Load PSI No. A B C D E Remarks: _ Carlson TestiCormstruerton In" �g!��• becteon e Rented Tea, REPORT_ OF CONCRET —BEST-Sp IMENS Date MOlded: P.n.Box 23814 —1-1-1,., 19 Tigard,Oregon 97223 Phono(503)641-4114 --------_ I �if{ f�p1! Job. No. ---- -r t Ca7r.,z�lz --- PrOlecr: 1�Qi 1 G7 – US1i1esS -- C�ir�c�r - - ---- �_ Address: T4 , - 1 - acror: COnC'ete SuPPlier: 7fi f Sub-Cont►OCto►; - -- Weather: c =Cost b t y: Location - __.------__- high: -� Tem Of Concrete PI, P acem t�. - ----- Temp. low; Strength Requirement: Cement Type. PSI @------- _ days Slump: AdmixNo. of sacks: Amo��nt: �--- --'----- g►ond; ------- Entrained Air Coarse a99• size:_- , �; -_ Adm,,,, Amount: --- -- Brand: SPoeimon - ----- '--__—� --_._. No. SPoelmon ---- - --- Fine A T Tear p Ro99• Size: YPo Do giarer Y• Dote ---_ Numbs, Do to --�— A Roe'd. Toa►od _ �� ( ? TotoI 7 Load Area Unit Report tPSi No. C c --D c',r F - ----- ---_ Remarks: --- Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Bax 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: __- i9_ __. Job. No. .___._ Client Project: -- --- --- -- - -- ---- - --- -.. Address: Controctor. �_- -------- _ ---_ Sub-Contractor: - Concrete Supplier: Cast by: Weather: _ _ Temp. high: _ Temp. low: Location of Concrete Placement: Strength Requ rement ----__--- -- ----___--- -_ -- _- PSI h _- days Slump:.-- --- Cement Type: - -_-------_---.-_-_.- -_--.-------- -- No. of sacks: --------_-_._.-----`-_----- Entrained Air _--__-------___-__� Admix, Amount: Brand: Admix, Amount: _-_ Brand Coarse agg. size: Type: Fine Agg. Size: Specimen Specimen Test Register Data Data Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI No. A B C D E F Remarks: ___- Construction Insibection B Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECdMENS Phorm,(603)641-4114 Date Molded. 1•-31 , 19 ,33 Job. No. Client: — Vf-.e K of ` I:I pSll 'lly Project:_�. !"e i l business C8i2tt?r Address: _ �jcgrd, Oref;lan Contractor: The Cl'_"�1an,y _ Sub-Contractor: .__ Concrete Supplier: __.. J21W:y14 Rmsa4.V Mix __— Cast uy: 0,6' lmiuk, Weather: 5l1i3T►�+ Temp, high: t!5 Pomp, low: Location of Concrete Placement: i]t' ++.? ?'tl i&11n." "T t QiyAL e` d r:li!.;th l•`1'A iluiId•ipw tl"t wau Strength Requirement _ ;;. ..' _ PSI @ _ days Slump: Cement Type: . A No. of sacks _ Entrained Air Admix, Amount: Brand: _ Admix, Amount: _ _-Brand: _ Coarse agg. size: .. _- Type: _ __ . _ Fine Agg. Size __— �— Specimen Specimen Test Register Date Date Totol Area Unit Lcdd Report No. Type Days Number Reed. Tested Lead PSI No. C rete E F Romorks: k- )"31rucloors Intpe.tion b 'Hirtuled 'rem Carlson Testing, Inc. P.O. Box 1.3814 figard,Oregon 91223 ion No. CP-848 lion 150-11 641.4114 REPORT OF M-PLAU SOIL VH�IJY ", F.STS ,,,,y 3(), 1o8o C iri I The Koll Cmipany -.- ..---- -- Project -- Kolsl Business Center Soil Description Si I ty Sand Max. Dry Density-.-_ 1,06..7 'bs./L". 111. Opt imum Wistute- MmOlud of I�-"l N[C,-5DT. rAT(7 01 1 11f) r L b 1 I. C A T 1 0 N 7114 1 Buildmg Pad "B" upper hblf north ,end Sub I 20.0 131.0 109.3 102. 3 7-14 2 Building Pad "13"' upper kali -3 .5 0.0 1'7.0 108.0 101.7 7-14 3 Buildin(i Pad 110.1.) t03.0 irmer half S. E. corner Sub .0 132.0 7.14 4 Building Pad "B" lowar half west, side Sub 117.0 132.0 112.0 105.0 7-15 1 Building "B" north hall' Sub 119,0 127.0 106.7 99.6 7-15 2 Building "b" south half Sub 18.0 125.0 105.9 98.9 7-15 3 Building "H" south holt Sub 120.0 1 1.0 101. 3 96. 4 7-15 4 2nildiny ".1" -,nuth 11.11f Sul) i T i 11 0 I26.0 1 SJ OP. 4 7-21 1 Uu i I d i I III " fill.,i I lo'l on wc.-J, side -.1.0 16.01 12"1.0 _106,8 100. 1 7-22 1 Building "G" snul h ond .5 I'l,1) 1P.O.0 105.2 95,8 7-22 2 Building "G" end 2 108.0 102. 1 -6 14.01 1 .4.0 7-23 1 Buildinq "(11" north end -1 .0 I19.0 129.0 10b.0 101.9 7-23 2 Buildinq "G" north ond20.6127.0 105.0 100.0 1 7-28 J., Road a 1 oliq 1W i I ki i ni mn M. 0 1",.,) 119.0 1 103.4 96.9 7-28 2 P md a I onq Bo i III i IIIJ C . aand -M L 0 .11 y_0.5j U6. 0 97.9 - 7-28 3 koad a I cn,l -8-ij 1.1-1 n..., 1. 20.0 122.0 101 .6 95. 2 P 0 m a r S. IF pec3111/--a r, -L, CARLSOt4 IEST AG, Construction Insbection 6i Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 87223 REPORT OF CONCRETE TEST SPECIMENS Phone(5031641-4114 Date Molded: 7_30 r 19 8C' Job. No. _ Client; The Kol l Carr"any Project: K011 Bus'ine-SS �Gsl'I'i',rn' Address: Tigard, Or2%,rtC".l Contractor: The Ko d ei LQfiprai1y Sub-Contractor: _ Concrete Supplier: AphIs Cast by: Weather: Surny Temp. high: _ Temp. low: Location of Concrete Placement- Strength lacement Strength Requirement _ _ PSI (d ._ _ days Slump:_ -_` _.__ Cement Type: _--- -_._.--_- _._ No. of sacks _ --_-- _- Entrained Air -- % Admix, Amount: Brand: Admix, Amount Brand: Coarse agg. size: ',iType: Fine Agg. Size: Specimen Specimen Test P Register Date Date Tniul Arro Unit Load Repoli Nn, Type Days Number Recd. Tested Load PSI No. r r;. rl D E F Remarks; Carlson Testing,Inc. Construction Inspection B Related T'esttr P.O.Box 23814 REPORT OF CQNCRETE,TEST SPECIMENS Tigard,Oregon - Phone 15031 64'I1.41 41114 Date Molded: ' .30 19 Nii.:r'�£3nFt Jab. No Client: i t!e K01 cunray Project: K01 Bushe��'. Corte Address: __ r?�i3YGf, llt"P,ry( 1 Contractor: The Ko i f I.UOCIr"�ily r - -` _ Sub-Contractor: Concrete Supplier: Cast by: weather: _ SUnnlr rCl -----_ _ --- Temp. high: _ Temp, low: Location of Concrete Placement: Strength Requirement: P500 --- PSI @ days Slump. Cement Type; 1, ---. No. of socks: Entrained Air — Admix, Amount: Brand: Admix, Amount: _._grand: Coarse a � r " 99• size: Type: .-, --1----------T e• --Fine Agg. Size: Specimen Specimen Test P Register Dote Doh Total TYP. Days Number Reed. TestedArea Unit load Report Load PSI No. C 66 _ D E F Remarks: ( t=% G It v Of J Construction Inspection ® Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)841.4114 REPORT OF CONCRETE TEST SPECIMENS Late Molded , 19__—__._. Job. No. Client The Ko l COMPill . --- ---- ------ _ _._------- Project: Koll bll•`inciSS cetl'.er 1 l el a (t , nr(m Address: ..nn _ ---- -. --- --------- - -- Contractor: — The K011 CC1111Pf1 Y Sub-Contractor: — • „('annar Concrete Supplier. �r'•1 y�` I• ;' — Cast by: Weather:.__ _ 1.11.. Temp. high: Temp. low: -- Location of Concrete Placement: — — Strength Requirement: PSI --- days Slump: —_-- Cement Type: _ No. of socks: Entrained Air __ % Admix, Amount: —__Brand: Admix, Amount: _ Brand: --- Fine Agg. Size: Coarse a size:._ =—=----Type: Specimen Specimen Test P Rogister ED, Date Total Aroo Unit Lood Rupert Ne. TYPO Days Number d. Tos»d _ Load PSI No. B 9 J.)s '.;9^000) {.i73-1.50 --- --- 511,5U0 E'7 :S"4(0 C D E F Remarks: - Construction Inspection 61 Related Tens Carlson Testing,Inc. P.O.Box 23814 Tigard,Or*gon 97223 Phone(503)8414114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: — 19 80 Job. No. Client: i i1G KL)I1 `;Umpavy - Project:____- K011 Centev --- - Address: _ 'rinart.i Oregen Contractor: P!C Ku l l C0,11pally Sub-Contructor: — Concrete Supplier: X1}3 J!3 ''-Rady P^'i:: Cast by: Weather: _ �UnP�V — --- Temp. high: 80 Temp. low: — . � +�.,,�. .' ; ,; I. !r'!;•;�1` 11Et �..i', 1"iC��i�.: alt{P, Location of Concrete Placement: _ Strength Requirement: PSI 0 days Slump: T—.--------- --- Cement Type: kNo. of sacks:..___ Entrained Air __.— % Admix, Amount: ___ Biand: Admix, Amount: -----Brand: _-- Coarse agg. size: —. �IS.t' --Type: `�1' l;Ut^tl� — ---___—Fine Agg. Size: -----..__. 5 ecimen SpecimenTD',o st N Register Dab Date Total Ate* V^it Load Rapers pPSI No. Nn. Typeys Number Reed. Tasled load A '6 x370 t; B — 8.27 D E F i y't dd' 3F7 '''ici t.ai; i Remarks: Construction /nsbection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(5031 6414114 Date Molded: 1"4'." , 19_ '�' Job. No. Cl ient: Car! Project: Et•� — __v__.� �_ - Address: Contractor: Sub-Contractor: Concrete Supplier: Cast by: Weather: _ Temp. high: Temp. low: _ Location of Concrete Placement: Strength Requirement _.____ _.__Y-- ____. PSI @ _— days Slump: Cement Type: —.__ No. of sacks: __ Entrained Air —------- _% Admix, Amount: Brand ______ Admix, Amount: ._ Brand: Coarse agg. size: _—Type: -__ Fine Agg. Size: ---S pec,men Specimen Test P Register Doh Date Total A,eo Unit Load Repair No. Type Days Number Recd. Tested Load PSI No. A B C D E Remarks: Construction Inspection & Related Teats Carlson Testing,Inc. P.O.sox 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)8414114 Date Molded: J"1J 19 '1) Job. No. Cl lent: Project: Address: Contr- for (�1G `t'' '•lilijJi�ily Sub-Contractor: Concrete Supplier: P•C>Ii'rr Rf'adY N i:( _ Cost by I�• I•.00l' Weather: _ Temp. high: ^�Temp. low: Location of Concrete Placement: .`'t Strength Requirement, �_ PSI @ days Slump: Cement Type: No. o1 sacks: Entrained Air Admix, Amount: Brand: Admix, Amount: _ Brand: Coarse a9g• size: r -------_---Fine Agg. Size: .—._�� Specimen Specimen, Test III Resists? Dote Dots Total Area Unit Lead Repent No. Type Days Number Ree'd. Tested Lead PSI No. B it• " A; 000 2650 19 D E _ 1 Remark s r 4 '.,: ,;.� �•�....,, �l6 A rA Rs t1i Construction Inspection 81' Related Tests Carlson Testing,Inc. P.O.Box 23914 Tigard,Oregon 97223 Phone(603)9414114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: L-25 , 19 I'll) Job. No. _— Client: The RolI fti!)p�jnf Protect:.___ KnIll 13us11►lR-,, l (_rri:(r t' --- — -- - - - - - - - ----- Address: _ —T_.1Ard, 0retjQj1 Contractor: _ The Kol l Canualiy -__ Sub-Contractor. Concrete Supplier: Alki5 R'eAriV WI!i, — _____Cast by: —__ L 1_u:ar-h _ Weather: Temp, high: 80 _ Temp. low: Location of Concrete Placement: -_ Lu I Id-h4 ttnu 91'uuil� Shlb LU" h hi-,', _- Strength Requirement ___-- —4.:-1:1 _____________.__ PSI @ !){ —_ days Slump: Cement 'i ype: ___– _-_—_-,_________ No. of socks: Entrained Air % Admix, Amount: _____–___ Brand: .__________. .__ Admix, Amount: _ Brand: Course agg. size: _.__3X_ _Type: iid»E:i' I -----.----Fine Agg. Size: Specimen Specimen Test P Register Data Dote Total Unit Load Report No. Type Days Number Recd. Tested Load Area PSI No. 1} AIli U 1--22 _ 28.2 '1 I B8r0` -28 X_22 .<r '�. D E F -- Aph i s ItF,wty Mix Construction [nspeccion N Relatrd ' Carlson Testing,Inc. P.O.Box 21h14 Tigard.OrWn 0717' REPORT OF CONCRETE TEST SPECIMENS Phone 1503.;641 4114 Date Molded: 1-2ti , 19 , Job. No. Client: 1'h' F`ol I Canp:boy Project: �, ±'� 311sinins Gent..,r _ Address: ir' ai'd., `.'nlgo11 Contractor: h rx ! Sub-Contractor: Concrete Supplier: Aphi<, `,,caav I Cast by: Weather: `•:lilll}.�l Temp. high: . Temp, low: Location of Concrete Placement: _ Strength Requirement: '' PSI 6 —_ days Slump: —_ Cement Type: —. ' _ No. of sacks:_ Entrained Air Admix, Amount: Brand: Admix, Amount: �_� __—Brand: Coarse agg. size: _------.Type: --_._-Fine Agg. Size: Specimen Specimen Test P Resister Date Dote Total Area Unit Load Repert No. Type Days Number Recd. Tested Load PSI No. 1 A i • C ) D E F Remarks: i _ _ Construction Inspection 9 Related Testi Carlson Testing,Inc. PO.Box 23814 REPORT OF_CONCRETE TEST SPECIMENS Tigard,Oregon 97223 Phone 1503)641-1114 Date Molded: 7•�fi 19 c-u�_ Jab. No. _CP•.F:Q.t'. Client: 1'h+? N. p__. j•I Ce�n�rtn_y Prosect: Address: Contractor: Sub-Contractor: ._ Concrete Supplier. Anh•tc F'n-,•j iqj 1 -- ____ Cost by: ja n'r Weoiher Temp. high: -- ---�_ Temp. I.w: Location of Concrete Placement: �lt�'Ief1}lt�i "I'1" S'r •I, e --_---- Strength Requirement: _L:;Lli--- _ PSI ' •---L.2 . days Slump: Cement TYPe: . f — �6 No. of socks:_ r, Entrained Air Admix, Amoi:n}; __-- - Brand: — _ Admix, Amount ---------Brand: Coarse 099. size: -� A!'y _y TYPe' {;:_, -- - -Fine Agg. Size: specimen Specimen Teo - No, P --Repisrer O -- YM Days Numbs eDate Total Rc Td. Tested Area Unit Loed Report Lead P12 SI A No. 24"'1) ' C D _ E - F -- Remarks: -- r Aphis WJLW_AWJLW_.i&AWLs>� Construction Inspection BI Related Tests Carlson Testing,Inc. P,O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)8a1-4114 Date Molded: 19'_ 1 b. No. Client: The Kol'( Ciiiip tiy Project: ti)1 !�Z3S'1h�SS �'yi11'. Address: Tigard , rf-+gom Contractor: IYi� i�G!1 �l'1riOdila' Sub-Contractor: Concrete Supplier: �;�){1'i" ':�Pd>, 11•t,; Cost by: i Weather: ------- _ �_ Temp. high: Temp. low: - -- Location of Concrete Placement: ._._ Strength Requirement -__ ' _ PSI (d days Slump: _. Cement Type: 1 - ._..- No. of sacks: Entrained Air 96 Admix, Amount: _ gond: _ Admix, Amount -.- _ Brand: Coarse agg. size: ' Type: ---___-- Fine Agg. Size: _- _-- Specimen Specimen Test P Register Date Date I Total Area Unit Lood Report Na. Type Days Number Recd. Tested Load PSI No. A i f: 000 it E F Remarks: --- Construction Insbection d Related Tents Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)6414114 Date Mulded: _!'"<� , 19G _ Job. No. Client: _._ 'TI_� K071 ---- Project:_ Ku11 Business CLmtcr Address: Tigard. Gri.-rq n Contractor: Th K011 Conliar1V Sub-ContruNor: . Concrete Supplier: ATiS 1�C+r1E{�' hl'lX _ _ _Cast by: L CU11101' Weather __,rjIal PY Temp. high: 7r —__ Temp. low: Locat,on of Concrete Placement: __ Building "C" nel'1h half Of slab, Strength Requirement 2501) _._ PSI ki - days Slump: Cement Type: _ No. of say. 1 _—_-_-_ . Entrained Air Admix, Amount: _ _Brand:__- Admix, Amount: _._ _..._.__ _ Brand- Coarse agg. size: _ :/4n Type: Fine Agg. Size: Clif�??•-_--_- -_---___— Specimen Specimen Tett 0 Register Date Date Total Area Uri, Load Report f No. Type Days Number Recd. Tested Load PSI No. 3 A fi ;c ?. 7)6 �'-23 7_() 5G 0110 21 .27 Jo B ?��!>;; 7_2 3 8.11." 28.27 C 28 7951 L23 19 20,27 E F _ (.1s Y nr ` Remarks: AGG Of rWid --- AnhiS Rudy iVi'; Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregan 97223 REPORT OF CONCRETE TE;;T SPECIMENS Phone(5031 641-4114 Date Molded: __1 , 19 Job. N,. Client: t i, Project: - - ---- ------- --- — - ---------_._—,_.. ----- -- ---- ------ - - Address: Y'f'lit'I:i_ Contractor: - KUT t•.,;!14,id11r __- Sub-Contractor: ..__�__�__�_—_____ Concrete Supplier: . Cast by- Weather: Temp. high: _. Temp. low: --_-- Location of Concrete Placement: Strength Requirement _. .-_ PSI 0 __ __- days Slump: __-_- Cement Type: __ - _. __-- . _ No. of sacks:_____-__. ___ _.—__ ..-___. Entrained Air % Admix, Amount: _ Brand: ., Admix, Amount: Brand: Coarse _ Coarse agg. size: ------Type: — --. . -- Fine Agg. Size: specimen Specimen I—T.,P Register Dere Date Total Area Unit Load Report No. Type Days Number Rae'd. Tooted Load PSI No. A D E F Remarks: ------ r est• t>A( !� � � Construction Inrheetion 9 Related Test,CarlsonTesting,Inc. P.O.Box 23814 REPORT OF CONCRETE TEoT SPECIMENS Phone,Oregon 97223 1-411 ---_--- --- Poona(503)8414114 Dote Molded: L�C1 r Iq_ ;t Job. No. Client: !'�� ICnll f(fil�r�libr Project: Address: Contractor: ------1 ____ Sub-Contractor: Concrete Supplier: -- - Cast by: �t i Weather: ._— '��LlIlI1Y _ Temp. high: 9[` —� _. Temp. low: Location of Concrete Placement: _ f;ytxei cl c'1 (;i •I Eriy�� r„ et�ur'� h ---— ------ Strength Requirement _-_ _250{� P51 � �t—as..__ days Slump: Cement Type: .- - —_ - --� No. of socks Entrained Air Admix, Amount: _ — Brand: - Admix, Amount: --- Brand: Coarse agg. size:_-_ Fine A 99. Size: -- Specimen Specimen last P Register ----_ No. 0 Data pet• Tonal Type Days Number Recd, iesrad Area Unit Load Report — - Load PSI A (� x 1.2 791. 000 7914 �., C Remarks: Construction Inspection 9 Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(6031 641A114 Date Molded: 7-18 , 19 W Job. No. _ Client: This Kol I Ccropa.ny Project: Koll Business (,C?m';er Address: - Tigard,, 0rec1rAi — Contractor: The K011 (:(XIPA lY Sub-Contractor: Concrete Supplier: - Aphis RC zc(y Mix Cost by: r.; Weather: C�f?&C' Temp. high: �',) Temp. low: r; Location of Concrete Placement: F ll' ngs (3'tld lino A,. Strength Requirement: �5O(' PSI @ ` days Slump: Cement Type: ` No. of socks: Entrained Air Admix, Amount: Brand: Admix, Amount: . Brand: _. r Coarse agg. size: - ..� Type:______ _________Fine Agg. Sizo: Specimen Specimen Test p Register Dote Date Total � Jnit Load Report No. Type Days Number Reed. Tested Load A'eO PSI No. 1 A 6 x 1'' 7 C �' r D E F Remorks: -- GL= 4:�7_�r__�'i S%�►i3 `� -- i 9 +.e. IW low n. wes +sta Construction Jnabection B Related Teats Carlson Testing,Inc. P-O.Box 23814 TigardREPORT OF CONCRETE TEST SPECIMENS Phone,503)641-4 Oregon 1 Phone (503)6414114 ' Date Molded: t- 19_ Job. No. Client: ---._ iii: Ko.'i unriat'ty Project: ' `4 Businesf; I: arc. Address: r� J1"@Cjt:w; Contractor: 1 It4 �.t3' � �.tlltl�G�i,� --------._. Sub-Contractor: Concrete Supplier: ;} - - Cast by: j.. Weather: Temp, high: Temp, low: ._ Location of Concrete Placement: Strengt!, Requirement: � ^-- — PSI @ _ days Slump: Cement Type: — No. of socks: Entrained Air Admix, Amount:_ Brand: Admix, Amount: --` ---Brand: _ Coarse a i gg• size: — ------- -.-Fine Agg. Size: Specimen Specimen Test P Register DaH `- - No, Type Days Number DO}° Total A eo Unit Load Report Recd. Tested Load PSI A ;( — No. B 4 jr) D F --- - Remarks: — "C""ej Te" Carlson Testing, Inc. p,0.BOA 23014 Orepon 97223 i5o:1l 011-4114 CP-848 REPORT Of III-PLACE SOIL DENSITY TFST%# _ UlY 15, 1980 Client---- The Koll company Koll BusinesF. center, Tigard Project Sandy Silt Soil Description 16.2_.% Method of NIMDT lbs. ',,, ft. OPfimum MOisture-___ P6A':F I VUSITY % FT Ft.) Cy. 1.1Ia 01S1 54 - 40MPAC110" phlE OF TEST T F. L 0 C A r 1 0 N Ft. NO No. - Wil 011, 14 98-0 7-9 1 Building "J" south half V6 20.Of 126-03 105.0 1 0 58 98 19 7-9 2 Building "H" south half 1 t'6 17.0 124.0 7 1-10 Building "J" southwest corner - - --1.0 18.0 121.0 102.5 95- 1 111 18.0 122.0 103.3 96.5 71-10 2 Building 9V south half 7-10 3 Buildfng "B" north half 20.0 1''13.0105.0 98,0 7-10 4_4 Building B" southwest -korner -2"6' 21.0 126.0 104.1 97.2 _ 1.8-0 124.0 105.0 98.1 7-11 1 Building "B" south half 7.11 2 Building "J" south 1)UJILH1111 iins? 19.0 125.0 105.0 98.1 4 7.11 3 Building "H" ImIth I Wl f 16.0 1,,7.0 107.6 100. 7v11 4 Building "B" south half 1:1_t0' 18.0 126y0 106.0 9970 7,11 5 "A" Street 2 + 5 611 2110 127.0 104.9 97.5 - 7- Building "G" center of building 73.0' 18.0 125.0 105.9 744 1 7,14 2 Building "G" southwest corner -3t0, 19.0 124.0 104.2 97.7 95. 7 Sub 120.0 1,02.5: 7-14 3 Qui I dinq "III' outh hd 1 0-5__ 98 7,14 4 Building "B" north half .6" .125.C1 19.5 124.0 104.1 97.3 7,14 BJ-1ding 'V south half --Robe d-W.e r-ErLgheu.m CAF I SON TESTING, INC. +w 'WA MW +v w Construction Insbection B Related Tests Carlson'Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone 1503)641-4114 REPORT OF CONCRE'f E TEST SPECIMENS Date Molded: y� r 19__ Job. No. _ Comilww Dent: nicrlect: — - Address: __ N. r. :i.S2nd A ----------- Contractor: _ .. saugh Cam". `; ' Sub-Contractor: -- ', ,�:C1 Y! — Concrete Supplier: _ Cast by: — Weather. OtlE!1 ' '.`._— __._ Temp. high: _ Temp. low: Location of Concrete Placement: -._--- - — — Strength Requirement _. __. __ PSI @ _ -- days Slump: Cement Type: ___—^_ -_ ___ No. of sacks: _ _ Entrained Air . % Admix, Amount: — __...—_ Brand: __ Admix, Amount: --_—Brand: — Coarse egg. size: - --:-'-=---__. Type =--- - _---__--.Fine Agg. Size: Specimen Sip im•+n Test Y Reg'srer Data Data Total Area Unit Load Report No. Type Days N.m6er Reed. Tested Load p51 No. A B 60 E F Remarks: I •.onstrwction Inspecti•ra B Rdlatsd Tats Carlson 'J"LU-sting, Inc. RECEIVED ._)U!� ._...__ __......_..r._._ P.O. Box 23914 Tigard,Or-jo" 97223 M-84,91 CITY Of TIGARD h,rartu (5031 841.4114 REPORT OF IN-PLACE SOIL DEN:;ITY Tc-STS July lo, ig8o The Kol1 Company rroject Koll Business Center, Tigard _-�___ Sandy Silt Soil Description 107.1 16.1 NIC-5DT Max. Dry Density__.._____Max. Ibs./cu. ft. Optimum Moisture Method of Test_ OnTt Or TEST ~" ELM t. II91.0 IN PL.ALF, CFI15,Tt I T E S T LOCATION M ourUeE lyra s.I c I) 1 r.l t. HO * [•r.•wLtOM '18J ti0• - 6-28 1 Building "B" south end •3.0 20.0 123.0 102.5 95.7 6-30 1 Building "E" south end -.2.0 21.0 177.0 105.8 98.9 6-30 2 Building "E" south end -2.0 20.0 128.0 106.6 99.6 6-30 3 Building "D" southwest end -2.0 22.0 126.0 103.7 96.5 7-1 1 Building "E" southwest corner -1.0 16.G 123.0 106.0 99. 3 " 7-1 2 Building "E" east side -1.0 16.0 125.0 107.7 100.7 7-2 1 Building "B" north end -2.0 16.0 120.5 103.8 97.6 7-2 2 Building "B" south end -2.013.0 115.0 101. 1 95.0 7-2 3 Building "C" suuthwest corner :2.0 1q.0 126.0 110.2 103.0 7-2 4 Buildinq "E" southTemd ,rage _ 17.01 125.8 107.5 100.4 '7r3 1 - Building "C" southwest corner -.1�0 13.0 114.0 100. 8 94.3 7.7 1 Building "C" southwest corner -6"• 16,0 124.0 . 106.7 99.8 ;7 8 1 Building "C" southwest half race 17.0 124,0 105.9 98.9 7-8 2 Building "J" south half .,2.0 15.0 118.0 102.6- 95.8 7-8 3 U0lding I'll" south half 18.0 120.0 101.G 94.9 Remarkscel Ci't of Tigard -Fef1- [6-a y Ccnst. Co. C'.AilLSON TESTING, INC. i ��GTOp 17880S W Blanton St. Aloha, Oregon 97005 a EB503/649-8577 l flM � �FDiv. June 20, 1980 Mr. Ed Walden Tigard Building Department 12420 S. W. i;�-A n Street Tigard, Oregon 97223 Dear Mr. Walden: Re: Koll Business Center S. W. Nimbus at Scholls Ferry Road The plans for the installation of water mains and fire hydrants, as prepared by Mr. Robert Santee of the Tigard Water District, which you referred to us on June 18, 1980, have been examined. As a result, we find the proposal as shown on these drawings to be both commendable and praiseworthy. Obviously then, they ar hereby approved. With your permission, we are retaining the submitted drawings for our use and records. If, however, you need them returned to you for any reason, please let us know. l�Ver Y16ly yours , W INGTON 1NTY FIRE DI RI T NO. Wilburn Dodge Fire Prevention Bureau jjcc cc: Robert Santee District Inspector Fire prevention does not cost it pays INI 111! 11111111lil111111, From the office of: D E C E � W C LANCE MUELLER & ASSOCIATES/AKCHITECTS 130 Lakeside, Suite F Seattle, Washington 98122 JUN 0 1980 (206) 325 2553 THE KOLL CO. BEAVERTON ADDENDUM NO. FIDE KOL.L BUSINESS CENTER PHASE ONE TIGARD, OREGON the following items, effective May 30, 1980, shall be added to and ' become part of the Contract Documents: SHEET 2 1 . Add exterior doors to Office No. I and Converence Room. Z. Add 1/2" gypsum sheathing with 2 x 4 blocking at 16" o.c. horizontal along grid line "A" . 3. Delete 1/2" plywood sheathing at 1/2" gypsum sheathing. 4. Change: Building graphics letters "A" to "B" . SHEET 3 I . Add 1/2" gypsum sheathing with 2 x 4 blo kin at 16" o.c. horizontal at grid lines "1 " and "6" . 2. Delete 1/2" plywood sheathing at 1/2" SYpst - ,heathing. 3. Change: Building graphic letters "B" to "C SHEET 4 1 . Add 1/2" gypsum sheathing with 2 x 4 bloc:cing at 16" o.c. horizontal at grid line "7' . 2. Delete 1/2" plywood sheathing at 1/2" ,ypsum sheathing. 3. Change: Building graphic letters "C" to "D" . SHEEI 5 I . Add 112" gypsum sheathing with 2 x 4 blocking at 16" o.c. horizontal at grid lines "A" and "6" . 2. Delete 1/2" plywood sheathing at 1/Z" gypsum sheathing. 3. Change: Building graphic letters "D" to "E" . SHEET 6 1 . Add 1/2" gypsum sheathing with 2 x 4 blocking at 16" o.c . horizontal at grid lines " I " and 'T' 2. Delete 1/2" plywood sheathing at 1/2" gypsum sheathing . 3. Change: Building graphic letters "E" to "F" . 5_HE_E_11. 1 . Add 1/Z" gypsum sheathing with 2 x 4 blocking at 16" o.c. horizontal at grid line "1" . 2. Delete 1/2" plywood sheathing at 1/2" gypsum sheathing. 3. Change: Building graphic letters "F" to "G". SHEET 8 1 . Add 1/2" gypsum sheathing with 2 x 4 blocking at 16" o.c. horizontal at grid line "A" . 2. Delete I /2" plywood sheathing at 1/2" gypsum sheathing. 3. Change: Building grpahic_ letters "G" to "H". ADDENDUM NO. FIVE PAGE TWO KOLL BUSINESS CENTER PHASE ONE TIGARD, OREGON SHEET 9. 1 . Add 112" gypsum sheathing with 2 x 4 blocking at 16" o.,:. horizontal at grid lines "1 " and "7". 2. Delete 1/2" plywood sheathing at 1/2" gypsum sheathing. 3. Change: Building graphic letters from "H" to "J". SHEET_ 1.0 1 . And 112" gypsw, sheathing with 2 x 4 blocking at 16" o.c. _ horizontal along grid line "9". 2. Delete 112" plywood sheathing at 1/2" gypsum sheathing. 3. Change: Building graphics letters "J" to "K". SHEET 11 1 . Add 112" gypsum sheathing with 2 x 4 blocking at 16" o.c. horizontal along grid line "A". 2. Delete 112" plywood sheathing at 1/2" gypsum sheathing. 3. Change. Building graphics letters "K" to "L". SHEET 12 I . Add 112" gypsum sheathing with 2 x 4 blocking at 16" o.c. horizontal along grid line " I ". 2. Delete 112" plywood sheathing at 1/2" gypsum sheathing. 3. Change: Building graphics letter "L" to "M". SHEET 13 1 . Add note per U.B.C. 3205 to wall section "E". SHEETS S4, S_6, S8, S10, S12, S14, S182Stu, 522, Sty 1 . Add dimensions of shear walls. SHEET S13 1 . Add two-hour fire wall at grid line "3". , SHEET S2.3 1 . Add two-hour fire wall at grid line SHEET S25 1 . Add two-hour fire wall from grid lines "A" to "C" along grid line "6" and from grid line "6" to "7" along grid line tND OF ADDENDUM NO. FIVE '�• �+ wr w •� a w KOLL . CONTRACTOR Date: June 4, 1980 Our Job # .. 9610 TO: City of Tigard RE: KBC - TIGARD Subject: Drawing and addenda (KOLL BUSINESS CENT; R) Gentlemen We are sending you For Your XXX herewith —XYa approval �_._under separate cover -----information _._...shop drawings —signature 8 return calculations ___per your request General Notes and Remarks: We are submitting 3 sets of revised architectural and structural drawings and addenda #5 per your requirements. THE KOLL COMPANY Ray Lange, Project Manager 8253 S.W. Cirrus Dr. • Beaverton 9 Orego-i 97005* (503)646-9661 ups 7, 1Q,8y® i?fCt C 3,5-71 ►3,093 4L, I o4 �, zd a 13, 3i 7 3, zoq t (, o74 l 41 2E39 9 , 7Z4 too 4 P4 141 ( q8 4S 32.4 L 71 / 4/7 90? 1711-36o //t 2o, Z3' ' v)a�r U0 'P- 1000 .2-7� �o STAFF REPORT FINAL ACTION TIGARD PLANNING DEPARTMENT 12420 SW Main Street April 4, 1980 DOCKET: SITE DESIGN REVIEW, SDR 8-80 Moll Business Center) NPO #7 APPLICANT: Del Zander OWNER: SAME 8253 Z14 cirrus Drive Beaverton, Oregon 97005 APPLICATION DATE: March 25, 1980 SITE LOCATION: South of Scholls Ferry Road, west of Southern Pacifi/Railroad (Wash. Co. Tax Map ISl 34AA, Tax Lots 100, 190 and 200 - Lots are beingrecordedthorugh Washington County as�Lot_ 2, Koll Business Center, Tigard) REQUEST: Site Plan and Design Review for Koll Business Center, Tigard PREVIOUS ACTION: REFERENCE: ZONE CHANGE, ZC 23-78; ZONE CHANGE, ZC 26-78; CONDITIONAL USE, CU 33-78; SUBDIVISION, S 11-79 SITE PLAN AND DESIGN REVIEW: The applicant is proposing to construct eleven (11) buildings in an approved M-4 P A "Industrial. Park" Zone under a Planned Development District designation. Conditional Uses are al owe& as evidenced in application's narrative Section IV, Page 40. This application fulfills Condition #5 of Zone Change, ZC 26-78 a Site Design Review - Condition #9 of Zone Change, ZC 7.6-78 has been satisfied. STAFF RECOMMENDATTON: Staff recommends approval_ of this Site Design Review application with the following conditions: _ ✓ 1. Traffic signal installl tion agreerrr_!nt be approved by all partias. 2. Sublease - Greenway - Floodplain agreement be approved by all parties. 3. Applicant to apply for Zoning ordinance Amendment yJ additional uses are desired in the future which have not been granted '-o date on this project. ✓ 4. Plan to be approved by Washington County District Number One Fire Marshall. Letter of approval to be made as part of this record. ATTACHMF,NT STAFF REPORT SDR 8--80 (Koll Business Center) April 4, 1980 NOTE! This acknowledgement must be signed and returned to the City of Tigard, '?lannlnq Department. Failure to return this acknowledgement will result in no further action on this projc ct with regards to issuance of Building Permits or engineering approval. S'c: ature (Contact Pers.Dn) Date Act!.on of the Planning Director is final unle.-zs notification of appeal to the Planning Commission is filed with the City Recorder within twenty (20) days of the Planning Director's action. I STAFF REPORT FINAL ACTION TIGARD PL..ANNI`TG OEPARTHENT SDR 8-80 (Ko'..1 Bus.. Center) April 4, 1980 Page 2 6, 15 ,_qgg-ugh P�ts�shall, be issued until all conditions placed upon this development by the City of Tigard have been satisfied and inspections verifying this have been carried out by t-he appropriate department. 7. No minor land partitions shall be made in reference to this project t=lecs foem;1 aprlicaticn it; madA to the City of Tigard Planning Depart- ment and the minor 13nd partition is approved and recorded. 8, No changes will be made to approved plans or specifications unless formal application .s made to the appropriate City depart:neni. and changes are approved by that department. Application for changes will be made in writing and shall include applicable exawings. 9, Grading�lan.s and construction flans on all public r.idat—of-wa s shall be sutni_t`ed sn8 approved by thePublic Works Director. prior to cor,irencement of work. ;►y,R, y 10, Public water service and sanitary service shall be installed to this site prior to the issuance of a 'duilding Permit. k` 11. All existing or proposed util.itier shall be placed und,.rground. Street l�n-g, install-tions shall ba approved by the Public Works Director. 12, No Building Pirmit shall be issued until the expiration of the twenty day epr,eal ,period from the date o : approval, V- 20/. 180 13. Improvpme+.nts maX_bs bond,-,d prior ';o issuance of Building._Pej.• ts. 14. That street improvements be constructed to the approval of the Public ;darks Aired prior to the recording of the final plat or issuance of a Huil.b.ng Pe rm i e. Prepat�d b ±U ,J-14dy. ening Director AHvmc STAFF NOTE: A personal note of appreciation to Sonna Durdell of Keil and Rick Saito of McKenzie - Thanks for being sc co-operative. If I can help you in any way - ju3t ask. A'STACHMF NT STAFF REPORT SDR 8-80 (Koll Business Center) April 4, 1980 NOTE: This acknowledgemant must be signed and returned to the City of Tigard, Planning Department. Failure to return this acknowledgement will result in no further action on this project with regards to issuance of. Building Permits or engineering approval. Signature (Contact Person) Date Action of the Planning Director is final unless notification of appeal to the Planning Commission is filed with the City Recorder within twenty (20) days of the Planning Director's action. t s M. BRADY & ASSOC. 5125 OAKDALE AVENUE •WOODLAND HILLS.CALIFORNIA 91364 •PHONE 1.213-999-0291 Ed Malden DA! 4-2-80, Building Official T i,rard SUBJECT 12420 S ...J. Main Tigard, Oregon 97223 Dear Mr. Walden, Rejently two contractors in Portland bid a job, The Koll Business Center. On th.- bid there were Rush Hampton Ductless bath fans. We have a IC8Q approval .which I have attached to this letter. However our ICBO .is for R-1 and R-2 occupancies. A few monthes ago these fans were insttalled in a warehouse in multnomah county. The job was refused because of the approval. I went down and talked to Del Newton who is in chane of than. department. He approved the fans for commerical application. We ha�,c� obtained commercial approval from BOCA and SBCC the two afil.iate organizations to 1(;BO but have not yet applied for ICBG. I would appreciate your consideration of this prvr. .rt for commercial app.lic:-ition, I have enclosed a catalog sheet and dat.a sheet on the fan. If there are any questions I can be reached at m office in Milwauk.ie, Orogon. Thankyou. ainagrely 9u"S' M. Brady & Associates BelDonais 7714 S . E. Lake Road Factory Representative for Rush Hampton Milwaukie,Or 97222 659-6077 Ir„11 M. BRADY A Assodutes Repfesenting the Manufacturer BRIAN DONA15 7714 ST LnI,e Rd, 5175 Oekdele Ave. re. 97112 Wood'ind Hills, CA 91364 Nus. 113999 0291 In.m Ndpl I J{fh.Urn+mp poard.!n. b.103 ^nllu.l..u.. MnM fn U S A S.ndr 1 ..rlp YMb.rnpY ] S.nA Whn.and InY Yq.r. •.Ih Ypf6en.r.rn.r ....•..,. I w r r..pl. J ).b.! .wrlr ...Y.•N onY -.L.n WNN topY b SMd.fio :1 +e[ I+aa Iww y ow t 4 it THE CODE APPROVED CA190 DUCTLESS FAVI. housed filter r. � se Odors, FOR BATHROOMS AND Cleaner, gid. Cleaner, fresher, deodorized. SMALLS CLOSED IN AREA . atristhen returned to the ,� room. The fan constantly / changes and treats the air AN ENERGY SAVING Here are the benefits. The CA/90 Ductless Fan CONSTR CTION C creases a fresher, cleaner, U 0 odor-free environment, offers T less design restriction, re- duces dangerf smoke spreading throughCUTTING REPLACEMENT ductwork, eliminates expen- FOR EXHAUST FANS sive exhaust tans, ductwork and outside venting and it conserves energy. DUCTWORK _ It's Code-Approved. The unit is approved for _ use in lieu of windows, ex- ANDVENTING. the t fans and ductwork by i "� the three major building ��E code bodies, (BOCA, ICBG, SBCC), plus it meets the riggid National Sanitation Founda- aROW AIR tion C-10 criteria for ductless IN bathroom devices.And, it has the Underwr:'ers Labo- Here's what it does. F .,: The CA/90 Ductless Fan is an ratcries seal of approval. ► air treatment device which deodorizes, cleanses and re- freshes air through air recir- culation. It is not a masking appliance. The unit actually rern►oves odors and contam- ' 1w; - inants from the air. It even removes odors cau3ed by harmful bacteria and fungi. It keeps the air you breathe fresher and cleaner Constantly. Here's how it works. The base of the unit's oper- ation is CA/90, a patented, safe, natural substance de rived from citrus which has powerful deodorizing prop- i erties. CA/90 has been used 'w . and proven in industry and commerce for many years ' The CA/90 Ductless Fan contains a quiet electric dis- persal fan and a CA/90 filter. The 1-in pulls polluted, con- taminated air into one end of the fan and through the CA/90 saturated particles 1 1 27 Rei THE CA190 DUCTLESS FAN CAN REDUCE HEATING AND COOLING ENERGY COSTS BY $50 OR MORE PER BATHROOM, PER YEAR. Heating and cooling air Here's how it Cuts apartments, individual is expensive. So it doesn't homes and so on. make sense to heat it or cool construction way t sa costs. The primary use is in bath- The way to savin s is sim- it and blow it out a bath g rooms in lieu of windows, ex- room exhaust. The CA/90 ple: the CA/90 Ductless Fan haust fans, ductwork and Ductless Fan treats the air eliminates expensive ducted outside venting.Actually, the vvendts loss.s it inside and pre- fan, ducttems lworklaces and venting,exhaust u ec90 o an,rwhere, It's ideuctless Fan can al or A cost data stud done b In addition, the unit is walk-in closets, for odor Con- an independent engineering quick be done n to ins!minutsl. It trol and to keep clothes fresh firm for the Sheraton Motor The savings in multi room smelling. It can be used in Inn at Ocean City. Maryland, kitchens and dens or inside showed a potential savings construction00 per bathroomcae up t ore. utility rooms. Any small of 556.00 per bathroom Or In a single family dwelling it closed-in area where odor a total yearly savinggs of can exceed $3il per dwelling la- or tobacco smoke is a $13,832 00 for the aTelectric, tion. The amount e instnga problem. 247-roomAnother nhe facility of course, depends on geo- Anotherstudy by the same location Manufactured b firm showed apower sav- graphic y ings of $115 00 per year in Rush-Hampton two-bath condominiums In Where it's used. InaustileS. both studies, it was assumed The unit is equally suited Rush-Hampton Industries is there would be four months for multi-room construction, a Florida corporation orga- of cooling and four months single unit housing and re- nized in 1969 "rhe offices and heating. Air was exhausted modeling Hundreds of thou- plant are near Orlando in through a standard 65 cfm sands have boon installed in Longwood, Florida. Rush- bathroom fan, hotels, motels, condominiums, Hampton is a multi-product cheinical company special- izing in air cleansing and treatment, and odor control. +� ... release or elimination. CA/90 was discovered, for- mulated and patented by ...,.�...••••• the company. The CA/90 �,�,,.,,....,,,.... Ductless Fan is the only code- approved ductless air treat- ment device cn the market ri 4 � Proven in use in condominiums, apartments and America's leading motel chains. a THE CA/90 DUCTLESS FAN INSTALLATION INFORMATION 1. Unit can be install,?d in wall or ceiling. 2. If wallboard is installed prior to"rough-in;' see unit dimensions for opening size. SPECIFICATIONS 3. Unit can be attached directly to s±uds or joists 1. inside measurements of unit,less grill,are (see drawing). 4" x 3 m a x 1m (see drawing). 4. Wiring: 115 volts.Plug-in fan for easy hook-up. 2. Grill measures 5-5/16" x 11-11/16" see x 5/8" 5. If installed in wall,mount G'from 11r )r.IS in drawing) ( ceiling,center. 3. Units individually packed. 12 to master carton. INSTALTATION HINTS 4. Unit is UL listed. 1. leave cardboard protective shield in place 5. Unit operates on standard 115 volt house until final installation of grill and filter. current. 2. Keep grill and filter in clean,safe place until 6. Motor is 1/250 hp (3,000 RPM.23 watts. ready for installation. .37 amps.), 3. Be sure that owner's instruction booklet is 7. Unit contains one replaceable CA/90 attached to grill when installation is chemical filter. completed. 8. Average lite-span of CA/90 filter is 4-6 months. 9. The CA/90 filter is easily replaced without WALL INSTALLATION SHOWN BELOW. rernoving the grill. SAME INSTALLATION RECOMMENDED 10. Grill and filter frame are of high impact }MasticFOR Cs'ILINGS. . I I. Housing is formed of heavy,galvanized sheet metal. 12. Grill is attached by a single screw in each end(see drawing). 13 Grill is neutral cff white color. 14. Approved for up to 800 cubic feet. FILTER REPLACEMENT . The CA/90 filter should be replaced at intervals to maintain the effectiveness of the unit, It fan operates Filter should be replaced / I, 2 hours p 4 erdaer day Every 9 months FILTER S1 OT hours fD �J p y Every 6 months GRILL Continually Every 3 months MAINTENANCE �`4 The CA/v0 Ductless Fan is covered by a warranty program which includes one free �3 , T LECTRICAL replacement filter with warranty registration. COVER PLATE CA/90 replacement filters are available at °BILI nominal cost from the manufacturer and a �- network of distributors. FILTER L 3.; a Houses° " SIDE CODE APPROVALS /!'3, tel, I vlEw The CA/90 Ductless Fan is a FILTER INSTALLED windows,exhaust fans,ductwork venting b 1 r LTER CLAMP International Conference of g y' Building Officials #281 Building Officials and Code 05 �0 1 Administrators #74-14 WALL BOARD Southern Building Code Congress #7249-76 National Sanitation Foundation SLOTTED BRACKET Criteria C-10 Sea]8519 Underwriters Laboratories #354J _ • cngo STUD OR (V �JOIST 11 I, Duo $ FILTER Qpl�l'r SLOT I �.- CARDBOARD . PROTECTOR For additional information COntaCt: DO NOT REMOVE UNTIL READY 10 INSTALL INSTALL GRILL Rush.Hampton Industries (W1012"A' 3000 Industrial Park Longwood, Florida 32750 (305) 834-3000 a International Conference of Building Offic: i -11s RESEnricH [OMMIr7EE RE[OMMEnonuan Report No. 2805I dy, 1976 CA/9n DUCTLESS BATHROOM FAN dress. The fan alar cn+rics nro Underwrilers' L:tlmr.+lttric�, Inc, RUSII1101VTON INDUSTRIES I.d,cl, 7000 INDUSTRIAL PARK 111 Evi+lcncr Suhwined: The rt•sults or I:sls rnndutted by Un- LONCWOOD, FLC11110A 31750 durwriter,,' L.tla+r+inrics, Ir-., almsg sills +lm., of C:1%00 Chemical from Tmit•nloa mid Rinlniy LtLmmeoricc ;ind gntrrnuenl.al agcn- i. Subjt•ri: CAMO Docllcs•. B.illm nm Fnn. tie: arc snlrntittcd 11. Drstriptinn: rviierml: The CAion D++t•ticcs n.ith+nom Fan Recommendation consists or n in inch high Icy f inch wide by 35:-inch decP 9-11vun- IV. Petnmmcndalion: That the CA 90 Dutlh•tl Raihn,o,n Fon ized metal casing which Itontrs in U+ulentritrrs' I-Amralnties, Ine., is aro allernalc to the s•enlilnliun sprciPcd in Setlion 1'105 .utd LOK•Ird deet+t. cdi,pers.rl fan ;md a rA/90 filler. T%v :in sh.+ll Ix. Suction 1405 of the Ouiforn, Ruiltliog Code s+thj,ti it, the follow• a C:enrrol Electric SKSR33A5 MIMB nr vilttiselent. The f;m pall% ing couditiomt .rir throoigh the unit, past the CA/90 filter mul the ;tie k saturAcd 1. The CA,90 unit be inslallyd in nctortlancc %60, the ntauu- ceilh CA/40 Chemical and is ejected r+unr the till, diffming rml- faeturcr's rcco+nmcndalion and the npplicablc chtlrical tired ;+ir thronghnut the room. code. The Chemical CA/90 is n conn tnsic chemical, (Hund la 1x cflec- !. The expcndatilc CA/90 Filler +hall he made asailahlc by the live in Jes(royiug ndor causing bacterin. rrtnroufaclurer and he replaced as Gtlluws: The CA/90 Dt+rllrss Bathroom Fnn is n ►ctycling unit designed Of rag ortaant, at►utt curse to p+nvide reciccttlatcd oclor-free air with a reduced hacler(n ear,- q 1-urs per day Evrry 9 monlhs tent w•ithonl the need for exhaust fnns and/or duet syttrms rrrnired hours per day Every 0 months In Sectinns 1305 and 1405 of the Uniform Building Code. Continuously Every 3 months Installation In.truclions: The CA/90 Ductless Balbr+tnnr Fan 3- Unit shall be installed in as to operate at all times schen the unit may he installed in either n hnrimntal m vertic;tl rst+sithon nn lighting circuit it activated. t.t•iliuge Hold wally. 4. The units shall rum be fnttalled where Ibcy will be subject to When ;mtAlletl on w•t+lls, the unit should he Incited in the upper weathering. nnc half of the roam The (nn shmtld Ie Ineoted so that the water from n shower will nnl he applied to the unit. 5. A mDeinlum of 100 square feet of !loot area by S feet high �,P00 cubic fret maximum) s%311 be serv*-erd by each CA/90 idcnlM alinn: The CA/90 Ductless Bathroom Fnn Is identified scroll. by means of 2 label applied to clic tliRuterpptole indioiting, "CA/90 DUCTLESS FAN,'- along wilh the mnrurncturer's name and ad- This ►e+rommrr,.ialion is subject to annual re examination. RUSH-HAMPTON INDUSTRIES THE CA/90 DUCTLESS FAN FACT SHEL WHAT IS THE CA/90 DUCTLESS FAN? 1. The CA/90 Ductless Fan is an inexpensive, self-contained air cleaning/air deodorizing device for use in new consti uction and remodeling. The CA/90 Ductless Fan is normally used in bathrooms as an alternate to exhaust fans, and ductwork. However, it can also be used in walk-in closets, dens and other areas for odor control. 2.. The CA/90 Ductless Fan is approved for installation in lieu of windows or exhaust fans and ductwork by the three major code agencies: A. BOCA -- Building Officials and Code Administrators (*74-14) B. ICBO — International Conference of Building Officials (2805) C. SBCC -- Southern Building Code Congress (*7249-76) Many other independent code agencies have approved the CA/90 Ductless Fan. 3. Meets the National Sanitation Foundation C-10 Criteria. (Seal 8519) 4. U. L. Listed (354J) THE CA/90 DUCTLESS FAN BENEFITS. 1. Cleans, deodorizes and refreshes indoor air. 2. Reduces construction costs: A. Eliminates need for ductwork, roof caps, and fire dampers,and thereby the labor costs to install these materials. B. Savings of us to $100 per bath in high rise construction. C. Savings in low rise and home construction averages $10 to $40 per bathroom. 3. Energy savings: A. The CA/90 Ductless Fan does not exhaust heated or cok..!id air. Conserves energy reducing the amount of power or fuel required to condition the air. B. Redu, es the need for outside air. C. Reduces air conditioning requirements. (Smaller size equipment) D. Reduces heating requirements. (Smaller size equipment) E. Savings of $50" per year on electricity. " Study conducted by Broyles and Broyles, Inc., Glen Burnie, I'Vid. 4. Reduces fire hazards: A. Eliminates fire and smoke spreading through ductwr,rk and ventilation shafts. B. Eliminates ground to roof penetration of floors. RUSH-HAMPTON INDI aIES INC. I P.O.Box 3000 3000 Industrial Park Longwood, Florida 32750 Phone(305)834.3000 HUMIDITY IN BATHROOMS Stephen E. Frazier, Ph. D. 1. FACTORS AFFECTING HUMIDITY LEVELS IN BATHROOMS: The princ,pal factor which determines the humidity in a bathroom (or any other part of a structure) is the atmospheric humidity or ambient humidity . However, the humidity in the bathroom can be temporarily changed by air conditioning or by running a hot shower. When these temporary perturhation, are ceased, the humidity returns to ambient through ventilation and infiltration of air. METHODS OF BATHROOM "VENTILATION" ANO THEIR EFFECT ON hUMIDITY: A. Openable Window: If an openable window is open even a little, equilibration with ambient humidity is rapid. However, depending on outside wind velocity and direction, outside air may come in the window or inside air may go out the window. If an openable window is never opened, the effect is the same as "no ventilation" (see below) . B. Mechanical Ventilation: Mechanical ventilation to the outside is an alternate to construction with an openable window. Studies show that mechanical ventilation at the rate of 12-15 air changes per hour is sufficient to eliminate the objectionable manifestations of b-:Lhroom hunidity : mirror fogging, condensate on cold surfaces, "stuffy" feeling. However, at this air flow rate, evaporation from a wet body is discomfiting and may be harmful to health. As the flow rate of mechanical ventilation is reduced for comfort, one again approaches the situation of "no ventilation" (see below) . C. CA190,� Ductless Bathroom Fan: As it is presently designed, the CA190( Ductless Bathroom Fan has no effect on bathroom humidity nor is it affected by bathroor humidity levels. As far as humidity is concerned, this case 'is identical to the "no ventilation" case below. D. No Ventilation* In building construction in general and bathroom construction in particular, there is no such situation as no ventilation. Infiltration supplies more than enough air for health, safety, and comfort. Furthermore, the bathroom is occupied only intermittently and the door is open after use causing rapid equilibration with adjoining rooms and with ambient conditions . Studies stow that the single most effective way to equilibrate bathroom humidity rapidly is to open the door. Humidity level,, re turn j to ambient in three (3) minutes or less . RELATIVE HUMIDITY AND TEMPERATURF COMPARISON TABLE The data below is from a test conducted b; ne Home Ventilating Institute presented to the Southern Building Core Congress cn May of 1974 . The test � shows the effect of an exhaust system on a bathroom under actual conditions . The test is a bathroom (see attached sheet ) 8x10x8 (640 cu. ft . ) An elec- tronic relative humidity device with sensing el.ements was used to measure the relative humidity present in the room. Starting conditions were noted , then the shower over the bathtub was turned on for five minutes at three gallons per minute at approximately 1050F. During this time and continuing until the end of the test , air is exhausted from, the room by the fan under test . A control determination (no exhaust ) has been made for reference . NO FAN Starting Conditions : 76 . 5°F 51% RH R E_ L A T I V L; H U M T D I T Y Sensing Change Sensing Change Room Change Time Element ( 1 ) in R11 Element (2 ) in RH Tem in Temp. 1 min. 56% +5% 587 +7" 760x' -50F 5 min. 92% +41% 930 +42p 81"F +4 . 50F 8 min. 87" +36%, 88% +37% 79 . 5°F +30F 50 CPM FAN r"y Starting Conditions : 73°F 40% RH R F L A T I V E H U M I D I T Y Sensing Change Sensing Change Room Change Time Element (1) in RI1 Element (2) in RH LaLi. in Temp . 1 m1n . 56% +i6% 54°,1 +14% 750F +2oF 5 min. 86% +46% 84% +44% 80OF +70F 8 min. 76% +36% 79a +39°; 78"F +5oF 75 CFM FAN Starting Conditions : 76°F 47% RH R E L A T I V E H U M I D I T Y Sensing Change Sensing Change Room Change Time Element (1 ) in RH Element (2) in RH Temp. in Temp. 1 ;gin. 52% +5% 51% +4% 75OF -1°F 5 min. 79% +32% 8071, +33% 80°F +40F 8 min. 81% +34% 81% +34% 78°F +2oF It will be noted that there is little significant difference between no Can (Ductless Fan) ane the exhaust fans on relative humidity and temperature. June 1974 LAS)TYEAR70% OF ALLNEWAPARTMENTS IN HOUsTuN IN-STALLED CA190 DUCTLESS FAN The reasons for the acceptance of thousands have th of the CA/90 Indoor air treat- stalled by many of the country's merit system are simple. - leading hotel and motel chains, It's proven it really recirculates, ..... builders and developers. filters,cleans and deodorizes �--- If you'd like to cut costs,call 4001 - Indoor air.It's UL listed and code _ ; or return this coupon to Rush- approved-the only ductless fan -- 4 Hampton today. that meets National Sanitation r--- ------- fit/ Foundaticn C-10 criteria, i Name etaus on cA 90�ucness Fans i ..00 Best of all.It's proven it saves: up to$100 a bathroom on multi- company unit construction costs. $35 on I Address I single units.$50 or more per year .,..,,w..__, I I City per unit on heating/air condi- tioning ondi tioning costs.an Important sav- �� I State zip 1 Ing with energy costs rising, I telephone I Houston is not the only area I Rush-Hampton Industries going ductless,Since the Intro- �~ 3000Industrialpark b- duction of the CA i 90 Ductless ( Longwood.Florida 32750 305-845-3000 I . 1 Fan seven years ago,hundreds It's proven it works. It's proven it saves. It's proven. CR_U rrrrrr The CA 90 Ductless Fan hos t ,N:wn to remove 10 to 17%of ou aaborne port cles 5 microns ur gW ro41 At �r �C+C�LL CONTRACTOR Tigard Building Dept. April, 1, 1980 AlrfN: Ed Waldon RE: KOLL BUSINESS CENTER /' PH. 1 Dear Ed, The estimated cost to construct the eleven buildings in the first phase of the Koll Business Center - Tigard is as follows: Bldg. B $ 196,550 Bldg. C 190,575 Bldg. D 147,495 Bldg. E 155,265 Bldg. F 153,720 Bldg. G 150,415 Bldg. H 157,950 Bldg. J 196,224 Bldg. K 210,545 Bldg. L 190,145 Bldg. M 220,775 The estimated cost of all site improvements exclusive of the buildings is $ 858,682.0^ Z4 x^-102 - nder Project Manager DZ/nr 8253 S.W. Cirrus Drive• Beaverton 9 Oregon 97005 • (503) 646 9681 Couiit.-y Fi vo DistrJet .No. 1. 17880 S,W. Blanton Street A,oha, Oregon 97005 Bureau of Fire Prevention 649-8577 Flans Examination Report No. 1324 vire Station E County Plan No. Cit of Tigard) Run Distance—- - Building "B" Phase I , Koll Business Cent rOccupancYJ-L�J1QLd P__Fire Zone__.Z__. Address- S•W• Mi ds Cd ScholIs Ferry Road ....Construction Type V-N Architect/DesignerLance Mueller & Assoc.__Addres.s 130 Lakeside - Seattle. WA 981_22 Owner Koll Company �AddroEs_8253 S.W. Cirrus Drive, BeavertonOR 970 Stories 1 Main Area17L819 sq-ft-/Basement Area none _- Attic Height 6 ftp/Stops_�LRL Fire Walls-2—Fire Escapes none ..Exits Z1 /Total Width-63 -ft. -_ 3tairs_- COOP/Enclosed -- ___.Dther Vertical Shafts nonP /Enclosed '- Sprinklers no Area Covered -- Man, Alarm no S.P, no Ext, no /Class no /No. Combustion Detection. NS/Type -- /Area Covered-- Floor concrete Ceding Asst/CWB/exstructo _.Roof_JW1a11bui1 i,n__ Stir. Members ____Wall Cover (Ext.)_IttllZtZd/Sone. Heating System not Shown_^_ F;,mi �T _ Coo inq System-nat chnwn The plans for itie above described project were referred lic this office_ and reviewed_.__ 5-6-80 _for conformity with !hate and District fire safety laws and regulations, Listed as follows are applicable requirements for which we have found no provisions in our examination of the drawings, general notes and/or specifications. 1 . The exit arrangement for the Conference Room located grid lines D and 8 i&r.�,,.' unacceptable since it is served by a dead end corridc, exceeding 20 feet in depth. That is, under Oregon regulations, dead end corridors which serve a potential occupant loud (based on floor area) of 10 or more people, are not permitted to exceed 20 feet in depth. (ref: Sec. 3304 S.B.C. ) 2. With reference to Item No. 1 , the exit facilities for Office No. 1 located at ok the intersection of grid lines F and 9 are unacceptable. That is, only one intng room is perrnitte tween any room and an exit. That section which is hour ed by grid lines 7- D-F must be re-designed and plans therefore Donald �,i,il� Evoy CONTINUED Fire rs e Plans Examinor/Const ction inspector cc: Del Zander ' L.-Ed Walden i+EwVI sea 9001311/71 District Inspector FIRE PREVENT ION DOES NOT COST - IT PASS Plans Examination Report No. 1329 Koll Business Center Page 2 submitted to this office pricy to the start of construction of interior walls and partitions. (ref: Sec. 301 and 3302 S.B.C. ) 3. Based upon the potential occupant load of the area which it will serve, Door A-L/l must be openable from the inside at all times for immediate exit without the use of a key, special knowledge or effort; except that a keyed deadlock may be employed if it: is of the "indicating" type and there is posted on or adjacent to the door a sign reading "This Door To Remain Unlocked During Business Hours" in letters not less than 1 inch in height on a contrasting background. (ref: Sec. 3303 S.D.C. ) a � 4. With reference to the plot plan, the wood frame east wall along grid line A to a point 32 feet south of grid line 1 and along grid line A approximately 20 feet north of grid line 9 must be 1-hour fire-resistive construction due to proximity of Buildings C & J respectively. (ref: Sec. 504 S.B.C.) 5. The plans submitted to and examined by this office contained no heating, ventilation or air conditioning plans. If other than electric baseboard heat or suspended space heaters is employed, complete mechanical system plans must be submitted to and approved by this office prior to the installation of any HVAC equipment and its attendant duct work. (ref: Sec. 302 S.M.C. ) 6. In reference to Item No. 5, all heat producing and electrical equipment and appliances installed in conjunction with the construction or occupancy of this building must be listed by Underwriters Laboratories, Incorporated and must be installed in strict conformity with the manufacturers installation instructions which are, in each instance, an essential element of the listing specifications. (ref: Sec. 502 S.M.C. ) 7. In all wood framed walls and partitions, fire stopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines. In addition , such fire stopping is required at maximum vertical and horizontal intervals of 10 feet. Penetrations made in this prescribed fire stopping to accommodate wiring, plumb- ing, duct work and similar utility runs must be packed following the installation of said utility runs in a manner which will maintain the integrity of the fire stopping and effectively cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.D.C. ) 8. With reference to drawing detail E/13, attic vents must not be located within 3 feet, measured laterally, of window and door openings. (ref: Sec. 3205 S.B.C. ) 9. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 psig and located with 500 feet of all portions of this building is required. (ref: Sec. 13.208 D.F.C. ) Plans Examination Report No. 1324 Koll Business Center Page 3 10. Regarding the project statistics which appear on Sheet A-1 of the drawings, and particularly the occupancy classification, the plan under discussion has been examined and the building areas with respect to type of construction shown have been calculated on the basis that the building will house only Group B, Division 2 occupancies. That is, the storage, handling and use of flammable liquids, explosives or operations which will generate combustible dusts are prohibited. (ref- Sec.. 501 S.B.C. ) 11 . One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site and must be made avail- able to building and fire inspectors for reference during construction inspections. (ref: Sec. 302 S.B.C. ) 12. Inspection and approval of construction by this office is required : a) prior to cover of any interior wood framing followitig the installation of the utility runs and fire stopriny prescribed in Requirement No. 7. b) upon completion of construction and prior to the occupancy of any portion of thebuilding. (ref: Sec. 304 S.B.C. ) 13. Prior to the occupancy of any portion of the building, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, .ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. ts'O UA]k ty f-+ i rc District No. 1 17880 SX B'snton Street f' Aloha, Oregon 97005 Bureau of Fire Prevention 648-8577 Plans Examination Report No. 1324_ Fire Station Eng, 253 County Plan No.WA f_j gard) Run Distance-- Bu i I d I ng istanceBuiIdIng Phase I ,Koll Business 1I1Occupancy— B-2. Storaoe Fire Zone- Address S.W. Nimbus At Scholls Ferry R, _ Construction Type_ *Architect/17esigner._l.artce MuMu�ller & gtSocL.wAddress' Lake�jde, C? �, WA 98127 Owner— K.oll Company Address 8253 S.W. Cirrus Dr Beaverton Stories 1 Maln Area. 16.860 SQ- f Basement Area_Mile__.__Atlfc Height-f t,_/Stops N,R. Fire Walls-___2.___„Fire Escapes-1100P_Exits- 9 -/Total Width 27 ft Stairs done /Enclosed - rather Vertical Shafts none�...e ./Enclosed - _Sprin!<fers no Area Covered---r—____Man. Alarm no S.p. -_W Ext.na Class - ._._./No._ _ Combustion Detection-M/Type - _..__..___./Area Covered - Floor. conrrete CeilingAct•/ �WQ �x n� � n . P�( ROofhuil,t lin/metal Sir. Members- Wgod/cone. _ Wall Cover (Ext.)WQQd/cone i(InG) G1,UQQt•Q `_ Heating System_�Qt shown F:,.1 System___Qt._;,hown The plans tut the above described pro)ect were reterred to this otflce._ 41-1180 and reviewed. _ 1EiQfor conformity with State and District fire safety laws and regulations. Listed as follows ar,2 applicable requirements for which we have found roo previsions In our examination of the drawings, general notes and/or specifications. 1 . The wood frame east and west walls along grid lines 1 and 6 respectively, must be one hour fire resistive construction due to the proximity of Building D and B. (ref: Sec. 504 S.B.C. ) �. In all wood framed walls and partitions, fire stopping consisting of 2" (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines and in addition at maximum vertical and horizontal intervals of 10 ft. Penetrations made in this prescribed fire stopping to accommodate wiring, plumbing, duc and similar ut,lity r lust be packed, following the installation of Donald E. c CONTINUED ' Fire Mammal �... T By Plans Exam inor/CJonstruc on nspector cc: Del Zander Ed Walden RFvtSEQ� 11/7. District Inshnrtnr FIRE PREVENTION DOES NOT COST - IT PAYS Plans Examination Report No. 1324 Bldg. "C" Phase I , Koll Business Center Page 2 said utility runs , in a manner which will maintain the integrity of the fire stopping and effectively cut off all concealed draft openings which could afford a passage for flame. (ref: Sec . 2517 S.B.C. ) 3. With reference to drawing detail L/13, attic vents located in the eave or cornice must not be placed within 3 ft. , measured laterally, of window and door openings. (ref. Sec. 3205 S.B.C. ) 4. The plans submitted to and examined by this office contained no heating, vent ila- tion or air conditioning plans. If othor than electric baseboard heat or suspended space heaters are employed, complete mechanical system plains must be submitted to and approved by this office prior to the installation of any HVAC equipment and its attendent duct work. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electrical equipment and appliances installed in conjunc- tion with the construction or occupancy of this building must: be listed by Underwriters Laboratories Inc. or other nztionally recognized testing agency, and must be installed in strict conformity with the manufacturer's installation instructions which are an essential element to the listing specifications . (ref: Sec. 502 S.M.C. ) 6. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 prig and located within 500 feet of all portions of this building is required. (ref: Sec. 13.2.08 D.F.C. ) '. These plans have been examined and conditionally approved based upon occupancy statistics as indicated on sheet A-1 of the drawings. That is, the handling, storage or use of flammable liquids or explosives within this building or• the housing within this building of combustible dust generating facilities is pro- hibited. (ref: Sec . 501 S.B.C. ) 8. Une set of approved plans bearing the stamps of the Tinard Building Department and this office must be maintained at the project site throughout all phases of construction and must be made available to building and fire inspector for ref- erence during construction inspections. (ref: Sec. 302 S.B.C. ) 9. Inspection and approval of construction by this office is required : a) Prior to cover of any interior wood framing following the installation of the utility runs and fire stopping prescribed in item #2. b) Prior to the occupancy of this building or• any portion of this building. (ref• Sec. 304 S.B.C. ) CONTINUED ■ Plans Examination Report No. 1324 Bldg. "C" Phase I , Kol1 Business Center Page 3 10. Prior to the occupancy of this building or any portion thereof, a Certificate of Occupancy or other• written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMLNlS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. A � ;� �'�syllingtcf►n ('01111ty Fire District No. 1 17880 S.W. Blanton Stree; a !f Aloha, Orogon 97005 Bureau of Fire Prevention 644-8577 Pians Exarninaation Report No.- 1325 Fire Station Eng. 253 County Plan No._ Cid ofTigard Nun Distance Building "D" . Phase I • Kol 1 Business Center pccunancy_B-2, Storage Fire zone 2 Address S• W• Nimbus at Scholls Ferr_y Rd. Construction Type__ V-N * Arch itect/Designer_Ui MugjIer & A5. 50C, Address 130 Laakeside_, Seattle, 11A 98122 Owner- �Qmg� _ _ _ YAddress j.W_,�irrus Dr. . (leav_er oto Stories 1 Main Area 13,113_ s LftyBasement Area none Attic Height 6_ft• /gtors N.R. Fire Walls. 1 Fire Escapes none Exits--2-_/rotal Width 21 ft. Stairs none ./Enclosed - Dther Vertical Shafts none /Enclosed_ Sp rinklers no Area Covered Man. Alarm n0 S.p. no Ext,no Class' /No. Combustion Defection no /Type - /Area Covered_..._ _ Hoar Concrete Ceding AcU_GWB Ex __Roof built_g_pjnretaI Slr. Members- W-oOd/ConC _.___—_,- wall Cover (Ext,) wood onc_—,11nt ySa! 1�Qr1c. Hea!ing System not shown Fuel The plans for the above descrlbed project were referred to this uffice_ 4/1 80 and reviewed_ 5/6/80__ -�--- --- ----------- __ for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions In our examination of the drawings, general notes and/or specifications. 1 . The wood frame west wall between grid lines E and G must be one hour fire resistive construction due to its proximity to Building C. (ref: Sec. 504 S.B.C. ) ?• In all wood framed walls and partitions, fire stopping consisting of 2" (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines and in addition at maximum vertical and horizontal '.'ntervals of 10 feet. Penetrations made in this prescribed fire stopping to accommodate wiring, ins,..• ct work and similar u 1 y runs must be packed, following the istallation DonAld E c voy CONTINUED Fire rUa a I By Plecs Exannner/Con truction Inspector cc: Del der CRM 90013 `'Ed Wa 1 den Itr.vl;Fo Ir/71 District Inspector FIRE PREVENTION DOES NOT COST — IT PAYS Plans Examination Report No. 1325 Bldg. "D" , Phase 1 , Koll Business Center Mage 2 of said utility runs, in a manner which will effectively maintain the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.B.C.) 3. Eave and cornice vent openings must not be located within 3 ft. , measured l ter- ally, of window or door openings below. (ref: Sec. 3205 S.B.C.) 4. The plans submitted to and examined by this office contained no mechanical system plans. If other than electric baseboard heat or suspended space heaters are em- ployed, complete mechanical system plans must be submitted to and approved by this office prior to the installation of any HVAC equipment and its attendent duct work. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electrical equipment and appliances installed in conjunc- tion with the construction or occupancy of this building must be listed by Under- writers Laboratories Inc. or other nationally recognized testing agency and must be installed in conformity with the manufacturer's installation instructions, which are an essential element to the listing specifications. (ref: Sec. 502 S.B.C. ) 6. A fire fighting water supply consisting of standard fire hydrants having a mini- mum aggregate flow of 2,000 per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is required. (ref: Sec. 13.208 D.F.C. ) 7. The plans for this building have been '-Aamined and conditionally approved on the basis of the occupancy classification shown in the statistical notes on sheet A-1 of the drawings. That is, this building may not be used to house operations which involve the storage, handling and use of flammable liquids, explosives or the generation of combustible dusts. (ref: Sec. 501 S.B.C. ) 8. One set of approved pans bearing the stamps of the Tigard Building Department and this office must be maintained at the project site throughout all phases of construction and must be made available to building and fire inspectors during construction inspections . (ref: Sec. 302 S.B.C. ) 9. Inspection and approval of construction by this office is required: a) Prior to the cover of any interior wood framing following the installation of the utility runs and fire stopping prescribed in item N2. b) Prior to the occupancy of the building or any portion of the buildi;,y (ref: Sec. 304 S.B.C. ) CONTINUED y Plans Examination Report No. 1325 Building "D" , Phase 1 , Koll Business Center Page 3 10. Prior to the occupancy of the building or any portion thereof, a Certificace of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING, THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT TH! WRITTE:N AUTHORIZATION OF THE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICAIES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. a� �FlS�r1111C1��'[6Ail C()XAE7ltv+,' Fire f"istviet No. 1 17880 S.W. Blanton Street Aloha, Oregun 97005 Bureau of Fire Prevention 649-8577 Plans Examination Report No. 1 326 _ Fire Station E-253 County Plan No. (City of Tigard) Run Distance Building—'_'E" Phase I1 Koli Business Centeroccupancy B-2, Storage Fire Zone 2 Address S. W. Limbus @ Sc;holls Ferry Road Construction Type V-N Arch itect/Des igner_ LBence Mueller and ASSOC.Address 130 Lakeside. Seatthe Owner_ K 1 many_ Addre. IM S.W -CirrUS Drive, verton Stories____I Mein Area1.3A1Q__5Q,ft./Basement Area_none -_-.- Attic Height 6 ft• /stops 1l R1 Fire Walls__ I Fire Escapes._.non s:Exits_14 /Total Width 42 ft. _ Stairs___nOne/Enclosed — -- ether Vertical Shafts none /Enclosed Sprinklers no Area Covered -- Man, Alarm--no _ S.P. -._M Ext..no /Class_.____./No. -- Combustion Detection-U-/Type /Area Coverers - Flanr. COnCrete___ �_ Ce IIng & QW.fi./sx&52J.____.__ Roof__ built—up/bra. l ._ Str, Members wood/COncV— Wall Cover (Ext.) c C./wood /(InL),Iilo(Prnnr- Heating System--.114l--shown Fuel - Cooling System-11011 shown The plans for the above described projact were referred to this office_.______ 4-1-80 - ^ and reviewed 5-7.._B_Q ____.for conformity with State and District fire safety laws and rtsLulations. Listed as follows are applicable requirements for which we have found no provision* In our examination of the drawings, general notes and/or specifications. 1 . The wood frame south wall between that grid line designated as C, 24 feet (by scale) west of grid line D and grid line G along grid line 6 must be 14lour fire-resistive construction due to its proximity to Building F. (ref: Sec. 504 S.B.C. ) 2. In all wood framed walls and partitions , fire stopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines and at maximum vertical and horizontal intervals of 10 feet. lrenetra 'ons made in this p e cribed fire stopping to accommodate wiring, plumbing, duct w and similar util r ns must packed following the installation of CONTINUED Gonald ` cEvr,y F i ire I`�! By Plans ExamineriConst ction Inspector cc : Del Zander v'Ed Walden RonM 000 RF.VISfd It/l! tisp District Iector FIRE PREVENTION DOES NOT COST — IT PAYS Flans Examination Report No 1326 Bldg. "E" , Phase I , Koll Business Center Page 2 said utility run;, in a manner which will effectively maintai,i the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.B.C. ) 3. Eave and cornice vents for attic spaces must not be located within 3 feet, measured laterally, from window or door openings below. (ref: Sec.. 3205 S.B.C. ) 4. The plans submitted to and examined by this office contained no mechanical system plans. If other than electric baseboard heat and suspended space heaters are employed in this building, complete mechanical system plans must be submitted to and approved by this office prior to the installation of any NrJAC equipment and its attendant duct work.. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electrical equipment and appliances installed in this building in conjunction with the construction or its occupancy must be listed by Underwriters Laboratories, Incorporated or other nationally recognized testing agency and must be installed in conformity with the manufacturer's installation instructions which is an essential element of the listing specifications. (ref: Sec. 502 S.M.C. ) 6. This building must be provided with a fire fighting water supply consisting of standard hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of the building. (ref: Sec. 13.208 D.F.C. ) 7. The plans for the construction of this building have been conditionally approved based upon the occupancy classification which appears in the statistical notes on Sheet A-1 of the drawings. That is, the housing of occupancies which employ the storage and handling or use of flammable liquids or explosives or which generate combustible dusts is prohibited. (ref: Sec. 501 S.B.C. ) 8. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained at the construction site and must be made available to building and fire inspectors for reference during prescribed construction inspections. (ref: Sec. 302 S.B.C. ) 9. Inspection and approval of constructi,ii by this office is required: a) prior to cover of interior framing !'ollowing the installation of the utility runs and fire stopping prescribed in Item No. 2. b) prior to the occupancy of the building or any portion of the building. (ref: Sec. 304 S.B.C. ) Plans Examination k2port No. 1326 Bldg. "E", Phase I , Koll Business Center Page 3 ID, Prior to the occupancy of the building or any portion thereof, a Certificate of Occupancy or, other written authorization must he obtained from the City of T' rd Building Department. ( : Sec. 306 S.B.C. ) SPECIAL NOTICE: DEVIATIONS SROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE TIGARD BUILDING DFPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS RLFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MLCHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREM[N-T WHICH YOU QUESTION OR DO NOT UNDERSTAND. c 1r3'Ut,siiiiigtun County Fire District No. 1 17880 S.W. Blanton Street Aloha, Oregon 97005 Bureau of Fire Preve,ition 649-8577 Plans Examination Report No.- 1327 Fire Stat;on_._�_� � County Plan No. (City of Tigard) Run Distance Building H". Phase I, Koll Fsusiness CenterOccupancy BL-_21_ Storage Fire Zone_ 2 Address S.W. Nimbus @ Scho'lls Ferry Road__ Construction Type V-N Architect/Designer Lance Mueller & Assoc. Address 130 Lakeside, Seattle Owner_ Koll Company Address 8253 S. W. Cirrus, Beaverton Stories 1 -Mein Area14 25, 8 sq. ft Basement Area none - Attic Height 6 ft. /stops-11B, Fire Walls_ —Fire F_scapes non _Exits._16 /Total Width 48 ft. Stairs(./Enclosed— -- tether Vertical Shafts none /Enclosed -- Sprinklers no Area Covered_.-' Man. Alarm. n0 S.P. no Ext, n�Class -- /No. -- Combustion Detect Ion_!>Q/Type— —__/Area Covered— -- Fioor,SO4ncretg Ceiling Act/GWB/exposed Roof—builIL-UP metal Sir. Members ]Y44SIL�4�rete Wall Cover (Ext.) wood cone. /(InL) GWB/conc. _ Heating System-D91; shown __ f"1 �1 -' Cooling System- not hQwn The plan's for the above described project were referred to this office 4-1-W and reviewed___ 5_7-80 ..-_._...for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions In our examination of the drawings, general notes and/or specifications. 1 . Reference is made to Architectural Drawing Sheet A-6 and Structural Drawing Sheet S-13 which, from our interpretation of the plan, do not coincide one with the other. That is , Drawing A-6 calls for the construction of a 2-hour fire- resistive area separation wall along grid line 3. Drawing S- 13 does not prescribe the construction of this "fire wall . " This discrepancy needs to be reconciled either by letter or addendum so that it does not create a problem during actual construction. Incidentally, if our calculations are reasonably accurate, the area separation wall along grid line 3, as shown on Drawing A-6, is not required to meet minimum fire code regulations. (ref: Sec. 301 S.B.C. ) CONTINUED Donald cEvoy Fire M al a - Plans Exan iner/Con truction Inspecto cc : Del Zan ,-?I Walden FOnM goo/a District Inspector rlr.VISF0 11/7) FIRE PREVENTION DOES NOT CGST - IT PAYS Plans Examination Report No. 1327 Bldg. "F", Phase I , Koll Business Center Page 2 2. With reference to the plot plan, the north and south wood framed walls along grid lines 1 and 7 must be 1-hour fire-resistive construction between grid lines D and F due to the proximity and mutual exposures created by Buildings E and G. (ref: Sec. 504 S.B.C. ) 3. In all wood framed walls and partitions, fire stopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines and in addition at; maximum vertical and horizontal intervals of 10 feet. Penetrations made in this prescribed fire stopping to accommodate wiring, plumb- ing, duct work, or similar utility runs must be packed, following the installation of said utility runs , in a manner which will effectively maintain the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame, (ref: Sec. 2517 S.B.C. ) 4. Regarding Detail E on Sheet A-13 of the drawings, attic vents must not be located within 3 feet, measured laterally, of window and door openings. (ref: Sec. 3205 S.B.C. ) 5. The plans submitted to and examined by this office contain no mechanical system drawings. Prior to the installation of any HVAC equipment, exclusive of electric baseboard heat or suspended space heaters, and its attendant duct work, complete mechanical system plans must be submitted to and approved by this office. (ref: Sec. 302 S.M.C. ) 6. All heat producing and elgctrical equipment and appliances installed in con- junction with the construction or occupancy of this building must be listed by Underwriters Laboratories, Incorporated or other nationally recognized testing agency and must be installed in conformity with the manufacturer's installation instructions which are an essential element of the listing specifications. (ref: Sec. 502 S.M.C. ) 1. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is required. (ref: Sec. 13.208 D.F.C. ) 8. These plans have been examined and conditionally approved based upon the occupancy classification which appears in the statistical notes on Sheet A-1 of the drawings. That is, the housing of operations within this building which involve the storage, handling and use of flammable liquids cr explosives or which enerate combustible dusts is prohibited. ref: Sec . 501 S.B.C. ) 9. Inspection and approval of construction by this office is required : a) prior to drywall cover of interior framing following the installation of the utility runs and fire stopping prescribed in Item. No. 3. b) prior to the occupancy of the building car any portion of the building. (ref: Sec. 304 S.B.C. ) Plans Examination Report No. 1327 Bldg. "F" , Phase I, Koll Business Center Page 3 10. One set of approved plans bearing the staups of the City of Tigard Building Department and this office must be maintainwd at the project site throughout construction and must be made available to building and fire inspectors for reference during required construction inspections. (ref: Sec. 302 S.B.C. ) 11 . Prior to the occupancy of this building or any portion thereof, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Departrnent. (ref: Sec. 306 S.B.C. ) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HFRF3Y CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CON:TRUCTION, EXCLUSIVE OF flIOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF 1HE TIGARD BUILDING DEPARTMENT AND THIS OFFICE . PLEASE NOTE THAT WE HAVE PROVJDED A REFERENCF FOLLOWING EACH, REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D. F.C. REFEZ TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF JHERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. „ �- ti�'��51�iY>► tc,ilr>< County Fire District No. 1 17880 S.W. Blanton Street Aloha, Oregon 97005 Bureau of Fire Preventior. 649-8577 Plans Examination Report No._1 323 Fire Station F-953 County Flan No._(City of Y-34Ud) Run Distance BuildingC�LFh7 --�,-1541 41�i np55 CenteroccupancyFire Zone..2_ Address_5.W. Iji tbusj S I l]5 Ferry_R�a__ ...____Construction TypeJL.-A Architect/Designer Lance Mueller & Assoc. Address 130Lakeside, Seattle Owner Koll Company - Address 8253 S W Cirrus Drive, Beaverton Stories 1_.Main Area13, 8�„8 -CL-±t/Basement Area--0DLl- Attic Height 6 ft- /Stops N_P” Fire Walls— L Fire Escapes_- pone Exits1,<.__/Total Width 36 ft. - Stairs110Le-JEnclosed— ther Vertical Shafts-_.1]9.110/Enclosed -__._Sprinklers- On Area Covered -- Man. Alarm n0 S.P. no EXt..1Q—JCla9S - /No. -- r Combustion Detection no !Type.— - _ /Area Covered— -- - Floor—_S�9n0 0--_ Ceiling_Act/ p .eXA.._ _-__Roof._.. Ru'l t•-up rrPtal _ Sir. Members___W2D_CVS.onc. Wall Cover (ExI.)_1d2t ALmnc_ /(InL) GlaLB/_—rnnr.— Heating System not shown .__. F-ml-_._-- Cooling System-nol_ShawlL Thi• plans for the above described project were referred to this office-- and ffice—and reviewed__--_ -7-8U _for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions in our examination of the drawings, general notes and/or specifications. 1 . The wood framed north wall along grid line 1 between grid lines E and F must be 1-hour fire-resistive construction due to its proximity to Building F. (ref: Sec. 504 S.B.C. ) 2. In all wood framed walls and partitions, fire stopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines, at maximum vertical intervals of 10 feet and at maximum horizontal intervals of 10 fe i Penetrate ns made in this pp e ribed fire stopping to accommodate wiring, plumbin , duct work and sifni r utility runs must be packed following the instal ;Ation f said util �t " runs in a manner which will effectively maintain Donald E. McEvoy // CONTINUED F=ire Mars I Fey_ Plans Exam inor/Con ctIon Inspect cc: Del Zander ,,Ed Vial den .Fv1sro 1103 District inspector F"lief= PREVENTION DOES NUT' (:OST - IT PAYS li Plans Examination Report No. 1328 Bldg. "G" , Phase 1 , Koll Business Center Page 2 the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.B.C. ) 3. With reference to detail E of Sheet A-13 of the drawings, vent openings for attic spaces must not be located within 3 feet measured laterally of window and door openings. (ref: Sec.. 3205 S.B.C. ) 4. Exclusive of electric baseboard heat and suspended space heaters, prior to the installation of any HVAC equipment and its attendant duct work, complete mechanical system plans for this building must be submitted to and approved by this office. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electrical appliances installed in conjunction with the construction rr occupancy of this building must be listed by Underwriters Labor- atories, Incorporated or Gther nationally recognized testing agency and in- stalled in conformity with the manufacturer's installation instructions which are an essential element of the listing specifications. (ref: Sec . 502 S.M.C. ) 6. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 Sallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is required. (ref: Sec. 13.208 D. F.C. ) 7. The plans for this building have been reviewed and conditionally approved based upon the occupancy classification as listed in the statistical notes on Sheet A-1 of the drawings. That is , this building may not be used to house operations involving the storage, handling and use of flammable liquids or explosives or the generation of combustible dusts. (ref: Sec. 501 S.R.C. ) 8. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained at the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during prescribed construction inspections. (ref: Sec. 302 S.B.C. ) 9. Inspection and approval of construction by this office is required: a) prior to cover of interior framing following the installation of the utility runs and fire stopping prescribed in item no. 2. b) prior to the occupancy of any portion of the building. (ref: Sec. 304 S.B.C. ) 10. Prior to the occupancy of the building or any portion thereof, a Certificate of Occupancy or other written, authorization must be obtained from the Tigard Building Department. (ref: Sec . 306 S.B.C. ) Plans Examination Report No. 1328 Bldg. "G" , Phase I , Koll Business Center Page 3 SPECIAL NOTICE: PGVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING ]'HE COARSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMEN S AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE TIGARD BUILDING DEPARTMENT AND THIS OFF?CE. PLEASE NOTE. THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCL NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER. TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. t . � .:- AixAgwilrx Couzxty Fire District No. 1 17880 S.W. Blanton Street Aloha, Oregon 97005 Bureau of Fire Prevention 649-8577 Plans Examination Report No. 1329 �:ire Station_ 253 County Plan No. (City .Of Tigard) Run Distance Building "fl". Phase I. Koll Business Center Occupancy._ B-2, Storage Fire Zone— 2 Address S. W. Nimbus @ Schol l s Ferry Road Construction Type V-N Architect/Designer Lance Mueller & Assoc. Address 130 Lakeside, Seattle Owner- Koll Company Address 8253 S. W. Cirrus, Beaverton Stories 1 Main Area 14.131 sd. ft./Basement Area none Atlic Height 6 ft-/Stops N.R. Fire Wails_._ Fire Escapes none Exits 15 /Total Width 45 feet Stairs-.._-I1101' /Enclosed -- Dther Vertical Shafts none /Enclosed -- Sprinklers; no Area CoveredMan. Alarm no —S.P. n0 ExLL0—JClass '- /No. -- Combustion Delectlonn0/Type -- /Area Covered _ - Fioor c ncrte r Ceiling AWG—xp-osed _____Roof �ui l t-up/metal Stir, Members__ wood/cone _Well Cover (Ext.)wood/conn. i(inL) GWD/cone. Heating System_n4 Ow F+:al �-- _Cooling Systom_lZOt shown i The plans for the above described project were referred to this office---- and reviewed—__. 5-8-30 `for conformity with State and District fire safety taws and regulations. Listed as follows are applicable requirements for which we have found no prov(slons In our examination of the drawings, general notes and/or specifications. 1 . With reference to the plot plan, the west wood frame wall along grid line A between grid lines 1 and 2 must be 1-hour fire-resistive construction due to its proximity to Building J. (ref: Sec. 504 S.B.C. ) 2. In all wood framed walls and partitions, fire stopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines, at maximum vertical intervals of 10 feet and at maximum horizontal intervals of 10 feet. Me—nit rat s Ina& in this e c � pribed fire stopping to accommodate wiring, plumb- ing, du ork and similar u ity runs must be packed following the installation Donald E. voy CONTINUED Fire Mar By Plans Examiner/Cons ruction Inspecto cc : Del Zand r -,td Walden FORM 900/3 r+Fv+stra 11!73 District Inspector FIRE PREVENTION DOLS NOT COST — IT PAYS Plans Examination Report No. 1329 Bldg. "H" , Phase I, Koll Business Center Page 2 of said utility runs in a manner which will effectively maintain the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.B.C. ) 3. With reference to detail E on Drawing Sheet A-13, attic vents must not be located within 3 feet, measured laterally, of window or door openings. (ref: Sec.. 3205 S.B.C. ) 4. Exclusive of electric baseboard heat and suspended space heaters, prior to the installation of any HVAC equipmtit and its attendant duct work, complete mechanical system plans must be subni'tted to and approved by this office. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electric equipment and appliances installed in conjunction with the construction or occupancy of this building must be listed by Underwriters Laboratories, Incorporated or other nationally recognized testing agency and must be installed in conformity with the manufacturer' s installation instructions which are an essential element of the listing specifications. (ref: Sec. 502 S.M.C. ) 6. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is re- quired. (ref: Sec. 13.208 D.F.I— ) 1. The plans for this building have been examined and conditionally approved based upon the occupancy classification as listed in the statistical notes on Sheet A-1 of the drawings. That is , this building may not house operations ir,vuibinq the storage, handling and use of flammable liquids or explosives or the generation of combustible dusts. (ref: Sec. 501 S.B.C. ) 8. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained at the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (ref: Sec. 302 S.B.C. ) 9. Inspection and approval of construction by this office is required: a) prior to cover of interior framing following the installation of the utility runs and fire stopping prescribed in item 2. b) prior to the occupancy of the building or any portion of the building. (ref: Sec. 304 S.B.C. ) 10. Prior to the occupancy of the building or any portion thereof, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) Plans Examination keport No. 1329 Bldg. "H", Phase I , Koll business Center Page 3 SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF 1HE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D. F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. Washington Co uY-Aty Fire ]District No. Y 17880 S.W. Blanton Street Aloha, Oregon 97005 T � Bureau of Fire Prevention 849-8577 Plans Examination Report No. 1330 Fire Stat on_E153�_ County Plan No. (City of Tigard) Run Distance- Building "J", istanceBuilding_"J", Phase I , Koll Business Center Occupancy. B-2, Storage Fire Zone _.. Address S. W _Nimbus @ Scholls Ferry Road Construction Type V-N Architect/Designer Lance Mueller Address 130 Lakeside, Seattle Owner Koll Company Address 8253 S. W. Cirrus,, Beaverton Stories 1 Main Area 17,038 s.9-ftYBasement Area none Attic Height 6 ft. /Stops LI Fire Walls- -Z-- -Fire Escapes non g`xitsl3._-__/Total Width 39 .fes• Stairs norrqEncher Vertical Shafts none /Enclosed '- . Sprinklers Area Covered -' Man. Alarm no JS,p, no ExtALL-/Class -- /No. -- Combustion Detection no /Type— -- __.__/Area Covered Floor concrete Ceiling Act GWB exposed Roof built-up-lnretal Str. Members wood cont. Wnl I Cover (Ext.) WoodZconc. _ .,'((nt) GWR/Cone, Heating System not shown F,.,I __. Cooling System_. nod: shown The plans for the above described project were referred to this office.__ 4-1-aO._. and reviewed_—_.5_s 80 —_.-for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions in our examination of the drawings, general notes and/or specifications. 1 . With reference to the plot plan, the Nast wood frame wall between grid lines E and G along grid lime 7 must be 1-hour fire-resistive construction due to its proximity to Building H. (ref: Sec. 504 S.B.C. ) 2. In all wood framed walls and partitions, fire stopp'' ; consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines as well a:: at maximum vertical intervals of 10 feet and at maximum horizontal intervalsof 1 feet. Penetra ons made in this pr9S ibed fire stopping to accommodate wiring, plumb- ing,dty ,work or similar utJ, y runs must be packed following the installation Donald 9/ ci=voy / Fire Mars I CONTINUED ey._.� Plnns Examiner/Cotruction Inspec or cc: Del Zander Walden �E'd FORM 90/3 raeviSFO II/73 District Inspector FIRE PREVEN-TION DOF5 NIT CUST — IT PAYS Plans Examination Report No. 1330 Bldg. "J", Phase I , Koll Business Center Page 2 of said utility runs in a manner which will effectively maintain the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.B.C. ) 3. Regarding detail E on Sheet A-13 of the drawings , attic vents must not be located within 3 feet, measured laterally, of window and door openings. (ref: Sec. 3205 S.B.C. ) 4. Exclusive of the installation of suspended space heaters or electric baseboard heaters, prior to the installation of any HVAC equipment and its attendant duct work, complete mechanical system plans must be submitted to and approved by this office. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electrical equipment and appliances installed in con- junction with the construction or occupancy of this building must be listed by Underwriters Laboratories , Incorporated or other nationally recognized testing agency and must be installed in conformity with the manufacturer's installation instructions which are an essential element of the listing specifications. (ref: Sec. 502 S.M.C. ) 6. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is re- quired. (ref: Sec. 13.208 D.F.C. ) 7. The glans for this building were reviewed and conditionally approved based upon the occupancy classification as listed in the statistical notes on Sheet A-1 of the drawings. The housing of any operations which involve the storage, handling, and use of flammable liquids or explosives or whi,;h generate combustible dusts within this building is prohibited. (ref: Sec. 501 S.B.C. ) 8. Inspection and approval of construction by this office is required: a) prior to drywall cover of the interior framing following the installation of the utility runs and fire stopping prescribed in requirement no. 2. b) prior to the occupancy of the building or any portion of the building. (ref: Sec. 304 S.B.C. ) 9. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site througho:t all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (ref: Sec. 302 S.B.C. ) 10. Prior to the occupancy of this building or any portion thereof, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) Plans Examination Report No. 1330 Bldg. "J", Phase I , Koll Business Center Paye 3 SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBIIED WITHOUT THE WRITTEN AUTHORIZAIION OF THE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO THE STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE ARE ANY REQUIREMENTS WHICH YOU QUESTION OR DO NOI UNDERSTAND. pl, (County Fire Di�ltrict No. 1 17s8o S.W. Blanton Street Aloha, Oregon 97005 Bureau of Fire Prevention 649-8577 Plans Examination Report No. 1331 _ Fire Station___L-2.U..._ County Plan No._(1dty__0L1i4Pr�) Run Distance Building STK Phase I , Koll Business CenterOccupancy B-2, Storage Fire Zone 2 Address- S- ,'L iMLIa L-S h011s F-err.Y d --Construction Typed_ ____.__-_N -- .Architect/Designer_ Lance Mue1]PAASsoc. Address _130 I a� kip. Seattle Owner__KQJ1-COup1nY Address 6253 S. W. Cirrus, Beaverton Stories 1 Mali Area 18+921 sq.ftli3asement Area none Attic Height 6 ft. /Stops N.R. Fire Walls., 2 Fire Escapes none Exits-22._.._-/Total Width-9-11,_ StairsnQne /Enclosed- -- ether Vertical Shafts none-/Enclosed -- Sprinklers-.:.- Area Covered-_=—Man. Alarm no S.P. no Ext._D_0__/Class -- Combustion Detection no /Type -- /Area Covered -- -- Floor concreteCeiling Act. OWB ex osed Roof buiI -un/ronc, Sir. Members— wood/conc. _Wall Cover (Ext,) wood conc�/(InL) GWB/con .�---. --- Heating System not shown .____..Fl:al -- Cooling System-a Srloyln The plans for the above described project were referred to this office— and ffice and reviewed—_-_5-8_N _ -----.--for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions in our examination of the drawings, general notes and/or specifications. 1 . With regards to the plot plan drawing, the west wall along grid line 9 between grid lines C and D plus approximately 4 feet must be 1-hour fire-resistive construction due to its proximity to Building L. (ref: Sec. 504 S.B.C. ) 2. In all wood framed walls and partitions, fire stopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines , at maximum vertical intervals of 10 feet and at maximum horizontal intervals of 10 feet. Penetra Ions made in this pre ribed fire stopping to accommodate wiring, plumb- ing, work and similar, ity runs must be packed following the installation Donald E, oy Fire Ma h CONTINUED By--- id r Plans Examiner/Cor str ction Inspector , rc : Del Zan er L--Ed Walden roRM 900/3 District Inspector 7504 VISF0 11/'71 FIRE PREVENTION DOES NOT COST - IT PAYS Plans Examination Report No. 1331 Bldg. "V , Phase I , Koll Business Center Page 2 of said utility runs in a manner which will effectively maintain the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.B.C. ) 3. With reFerence to detail E on Drawing Sheet A-13, attic veots must not be located within 3 feet, measured laterally, of window or door openings. (ref: Sec. 3205 S.B.C. ) 4. Exclusive of electric baseboard heat and suspended space heaters, prior to the installation of any HVAC equipment and its attendant duct work, complete mechanical system plans must be submitted to and approved by this office. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electric equipment and appliances installed in con- junction with the construction or occupancy of this building must be listed by Underwriters Laboratories, Incorporated or other nationally recognized testir.g agency and must be installed in conformity with the manufacturer' s installation instructions which are an essential element of the listing specifications. (ref: Sec. 502 S.M.C. ) 6. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is required. (ref: Sec. 13.208 D. F.C. ) 7. The plans for this building have been examined and conditionally approved based upon the occupancy classification as listed in the statistical notes on Sheet A-1 of the drawings. That is, this building may not house operations involving the storage, handling and use of flammable liquids or explosives or the gen- eration of combustible dusts. (ref: Sec. 501 S.B.C. ) 8. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained at the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (ref: Sec. 302 S.B.C. ) U. Inspection and approval of construction by this office is required: a) prior to cover of interior framing following the installation of the utility runs and fire stopping prescribed in item 2. b) prior toL'he occupancy of the building or any portion of the building. (ref: Sec. 304 S.B.C. ) 10. Prior to the occupancy of the building or any portion thereof, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) sMMUL Plans Examination Report No. 1329 13ldg. "K", Phase I , Kol1 Business Center Wage 3 i SPECIAL NOTICE: DEVIATIONS FROM THE SUNITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NFCES)ARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF 'THE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. 1 couniy Fire pi tri.et No. 1 'r 17880 S.W. Blanton Street Aloha, Oregon 97005 ` Bureau of Fire Prevention \ s 649-8577 Plans Examination Report No. Liv Fire Station.€-253 County Plan Na. City of Tigard) Run Distance —.-- Building "L', Phase I . Kol 1 _Business Centerpccupancy B-2• Storage _Fire Z:one._2__ Address— S. W• Nimbus @ Scholls Ferry Road Construction Type V-H Architect/Designer__ I ante Mueller__& As-soc. _-Address -- akesida- c�patti p Owner Koll Company Address 8253 S. W. Cirrus, Beaverton 1 .Main Area 16.952 s4_•f1 , Basement Area_ 11011e Attic Height�l.•-/StopslL.�a.. Stories h9 ft. Fire Walls 2 Fire Escapes none Exits 23 .+/Total Width ---- Stairs none /Enclosedz' other Vertical Shalts none /Enclosed'" Sprinklers____. Aroa Covered . Man. Alarm 00 S.p. no Ext, no ,Class -- __./No•-==--- Combustion Detection X10/Type__ _ - -- /Area Covered Floor concrete ._Ceiling Act/GWB/exposed .Roof built-u me al Sir. Members..,. wood/concrete __—wall Cover (Ex.t.)wood/concret�(InL}_ Ls:or.�--- Heating System- nOt shown �_F,.,RI - Cooling System The plans for the above described project were referred to this office and reviewed 578-$0 for conformity with State and District fire safety laws and regulations. Listed ;Is follows are applicable requirements for which we have found no provisions In our examination of the drawings, general notes and/or specifications. I . The east wood frame wall along grid line A to a point approximately 16 feet south of grid line 2 must be 1-hour fire-resistive construction due to its proximity to Building K. (ref. Sec. 504 S.B.C. ) 2. The cross section indicated on grid line 4 is apparently in error. That i- , there is no detail G/A-14. The assumption is that this indicator is for detail G/A-13. However, this is not confirmed by the structural drawings on Sheet 5-23. In arty ca. , an area se p ration W 11 is required in the proximity of grid line 4 since the forth sector f the bu ding is otherwise over area. (ref: S 504, 505, a d 506 S i.C. ) Donald E. voy ! Fire Mars CONTINUED �iy.. Plans aminer/Gonstru ion Inspector cc : Del Zdnder t-Ed Walden FORM 900/3 District Inspector pEVI5F0 11/73 FIRE PREVENTION DOES NOT COST - IT PAYS Plans Examination Report No. 1332 Bldg. "L" , Phase I , Kull Business Center Page 2 3. In all wood framed walls and partitions, fire stopping consisting of 2-inch (nominal ) lumber, gypsum plasterboard or equivalent material is required at all ceiling lines and in addition at maximum vertical and horizontal intervals of 10 feet. Penetrations made in this prescribed fire stopping to accommodate wiring, plumb- ing, duct work, or similar utility runs must be packed, following the installation of said utility runs, in a manner which will effectively maintain the integrity of the fire 'stopping and cut off all concealed draft openings which could afford a passage for flame. (ref: Sec. 2517 S.B.C. ) 4. Regarding detail E on Sheet A-13 of the drawings, attic vents must not be located within 3 feet, measured laterally, of window and door openings. (ref: Sec. 3205 S.B.C. ) 5. The plans submitted to and examined by this office contain no mechanical system drawings. Prior to the installation of any HVAC equipment, exclusive of electric baseboard heat or suspended space heaters , and itsattendant duct work, complete mechanical system plans must be submitted to and approved by this office. (ref: Sec. 302 S.M.C. ) 6. All heat producing and electrical equipment and appliances installed in co,;- junction with the construction or occupancy of this building must be listed by Underwriters Laboratories, Incorporated or other nationally recognized testing agency and must be installed in conformity with the manufacturer's installation instructions which are an essential element V the listing specifications. (ref: Sec . 502 S.M.C. ) 1. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2.,000 gallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is required. (ref: Sec . 13.208 D.F.C. ) 8. These plans have been examined and conditionally approved based upon the occupancy classification which appears in the statistical notes on Sheet A-1 of the drawings. That is, the housing of operations within this building which involve the storage, handling and use of flammable liquids or explosives or which generate combustible dusts is prohibited. (ref: Sec. 501 S.B.C. ) 9. Inspection and appr•ovdl of construction by this office is required: a) prior to drywall cover of interior framing following the installation of the utility runs and fire stopping prescribed -in item no. 3. b) prior to the occupancy of the building or any portion of the building. (ref: Sec. 304 S.B.C. ) 10. Prior to the occupancy of the building or any portion thereof, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) Plans Examination Report No. 1332 Bldg. "L" , Phase I , Koll Business Center Page 3 SPECIAL NOTICE: DEVIATIONS FROM 111E SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY 7'0 COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WIT-IOUT THE: WRITTEN AUTHORIZATION OF THE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRIri' FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. v Ait-1 tui, County Fire )District No. 1 17880 S.W. Blanton Street Aioha, Oregon 97005 Bureau of Fire Prevention 649-8577 Plans Examination Report No.- 1333 Fire Station E-253 County Plan No. (City of TjWd) Run Distance Building "M". Phase I Koll DUSiness _Ctnte►'Occu ant B2. p y - Storage Fire Zone.,2.__ Address S. W. Nimbus @ Schol1s Perry Road Construction Type V-N Architect/Designer Lance Mueller & ASSOC. Address - 130 Lakeside, Seattle Owner Kol1 Company---Address 8253 S.W. Cirrus, Beaverton Stories 1 Main Area 20,500 sq.ft/Basement Area none Attic Height 6 ft. /Stops N.R. Fire Walls 4 _Fire Escapes none Exits ?0 /Total Width 60 ft. Stair:, one/Enclose! =—Other Vertical Shafts none/Enclosed ----Sprinklers--L0— Area Sprinklers n0Area Covered -- Man. Alarm no S.p, no Ext-9-2-/C No. '- Combustion Detection no /Type- -- /Area Covered - - Floor canerete Ceiling Act./GWB/exposed__Roof_ built-up/metal Str. Memberswood/coKret� _Wall Cover (Ext.) wood cont. i(InL). GWB/cont. Rotating System not shown__ �F1,,�1 - Cooling System_._iiot Shown The plans for the above described project were referred !o this office _A-8f1 _ and reviewed__._ 5-8-80 for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions in our examination of the drawings, general notes and/or specifications. 1 . Regarding architectural drawing sheet A-12 as compared with structural drawing sheet S-25, the construction of 2-hour fire-resistive separation walls along grid lines C and 6 are not confirmed in the structural plans. This discrepancy must be reconciled prior to the start of construction either by letter or addendum or some tither instrument to preclude the development of misunderstandings in the actual construction process. (ref: Sec. 301 S.B.C. ) 2. In all wood framed walls and partitions, fire stopping consisting of 2-inch ' ntV i ) lumber, gypsum plaste board or equivalent material is required at all cell ng lines at maximum Acal intervals of 10 feet and at maximum horizon intervals of 10 f Dona:d E. M y Fira MarshAir CONTINUED p By— Plans Examin r/Constru Inspector cc: Del Zander ✓Ed Walden ronM 9no/3 District Inspector RLVISFO 11/73 FIRE PREVENTION DOES NOT COST — IT PAYS Plans Examination Report No. 1333 Bldg. "M", Phase I, Koll Business Center Page 2 Penetrations made in this prescribed fire stopping to accommodate wiring, plumbing, duct work and similar utility runs must be packed following the installation of said utility runs in a manner which will effectively maintain the integrity of the fire stopping and cut off all concealed draft openings which could afforda passage for flame. (ref: Sec. 2517 S.B.C. ) 3. With reference to detail E on Sheet A-13 of the drawings, vent openings for attic spaces must not be located within 3 feet measured laterally of window and door openings. (ref: Sec. 3205 S.B.C. 4. Exclusive of electric baseboard heat and suspended space heaters, prior to the installation of any HVAC equipment and its attendant duct work, complete mechanical system plans fcr this building must be submitted to and approved by this office. (ref: Sec. 302 S.M.C. ) 5. All heat producing and electrical applicances installed in conjunction with the construction or occupancy of this building must be listed by Underwriters Labor- atories, Incorporated or other nationally recognized testing agency and installed in conformity with the manufacturer's installation instructions which are an essential element of the listing specifications. (ref: Sec. 502 S.M.C. ) 6. A fire fighting water supply consisting of standard fire hydrants having a minimum aggregate flow of 2,000 gallons per minute at a minimum residual pressure of 20 psi and located within 500 feet of all portions of this building is required. (ref: Sec. 13.208 D. F.C. ) 7. The plans for this building have been reviewed and conditionally approved based upon the occupancy classification as listed in the statistical notes on Sheet A-1 of the drawings . That is, this building may not be used to house operations involving the storage, handling and use of flammable liquids or explosives or the generation of combustible dusts. (ref: Sec. 501 S.B.C. ) 8. One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained at the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during prescribed construction inspections. (ref: Sec. 302 S.B.C. ) 9. Inspection and approval of construction by this office is required: a) prior to cover of interior framing following the installation of the utility runs and fire stopping prescribed in item no. b) prior to the occupancy of any portion of the building. (ref: Sec. 304 S.B.C. ) t Plans Examination Report No. 1333 Bldg. "M", Phase I , Koll Business Center Page 3 10. Prior to the occupancy of the building or any portion thereof, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATI")N Of= THE TIGARD BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THIS REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.D. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. t , O T01!' 17880 S W Blanton St. { Aloha, Oregon 97005 503/649-8577 ti TO: DEL ZANDER, PROJECT MANAGER THE KOLL COMPANY FROM: WILBURN DODGE FIRE PREVENTION BUREAU SUBJECT: KOLL INDUSTRIAL PARK S. W. SCHOLLS FERRY ROAD, TIGARD DATE: FEBRUARY 20, 1900 For the record and future reference, on Tuesday, February 19, 1900, we discussed certain fire safety requirements relating to the development of the buildings within this project. In the first instance we discussed the effect of yards, streets, etc. on the permissible area in relationship to the type of construction employed and the class of occupancy housed within a given building. "Area seharaLj,n wal " (fire walls) dividing a given building into separate e sectors con;ti is t e development of two (or more) buildings and cannot lie employed for an increase in building area as in the case of a yard. In the second case we discussed the effect of InJxed occupancies wi i� M uilding. Occupancies of a different class have a profound effect upon bot tp ? area permitted and the type of construction permitted within a structure. Generally speaking, when a building houses more than one occupancy the area of '.he building must be such that the sum of the ratios of the actual area divided by the allowable Brea of each separate occupancy does not exceed one. For your further information in this regard, your attention is invited to Section 503 of the State (Uniform) Building Code. Fire prevention does ntri cost itas s ty V Del Zander, Project Manager February 20, 1980 Page 2 In the third instance we discussed the necessity of providing detailed plans for the construction of area separation walls, the prohibition against light wood framed structural elements from passing through such walls, and the necessity of protecting other penetrations so that the integrity and the fire resistance of the will is maintained. If m-mory serves nre corre Bir, these were the main points which we discussers d I ou conference. yo recall other issues which: need to be mentioned nd cl r ied for refe _nce i the future, please let me knew. b N { —��OL.L�U�IINESS• 1.�1V F.f2. '•_K •. . •`: . ='j. ' . -__ BUILDING PERMIT APPLICATION TIGA, DATE__ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 4 6 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS ANDSPECIFICATIONS. OWNER PHONE fn113-9sSl NNER_ KCl 1_I1dTEREAI NN JOBADORESS 9N Womb /us ue- LOTNCL ($1-- 4 — ARCHITECT L Ala6 �sqC,— / QQ ?? //��o ENGINEER 'UILDER V6LL l7ryry 0/,,)PANy ADDRESSSM S��41YnT br: f3vih.aEataw& Engtv,ee+5 Nov TRLIFE NEW ❑ REMODEL ❑ ADDITION CI REPAIR Cl RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION 1 RESIDENCECOMM ❑ EDUCATIONAL ❑ GOV'T-CI RELIGIOUS PATIO ClCARPORT_❑ GARAGE 11STOR, AGE] SLAB( FENCE .;CCIJPANCY LAND USE ZONE /A-q-P Z BLDG.TYPE --fA_-FIRE ZONE_ & .PLAN CHECK BY HEAT_ e bit_U LOVI 4 0,1 J2 hsl of con S.P- `9—� - �V� �� L.63 I . S Vie, I►�b. o�,.�'� 16Q . — - — --�------- ------- w :EWER PERMIT N LO_AC _ FLOOR LOAD _HEIGHT N0.STORIES AREA _ NO.BEDROOMS VALUE _ I BUILCING DEPARTMENT= SET BACKS_ FRONT `REAR _ IkFT SIDE RIGHT SIDE —. �F1.�mit THIS PERMIT IS ISSUED SUBJECT TO THE. REGULAr,0NS CONTAINED IN THF BUILDING CODE,70N:NG k REGULATIONS AND ALA.APPLICABLE CODES AND ORDINANCES, AND IT IS HERF-BY AGFEED TeAT THE I':)lanCheck I WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN C01041PLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PEPIMIT DOES NOT WAIVE ISuC•total _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRAC.J,�S TO HAVE CURRENT CI-ly BU w-.ESS f LICENSE SEPARATE PERMITS REQUIRED FOR SEWER,PLUMaING AND HEATING. Total -,SDC- �a_L—, volt �o _ T_a_ �+ e.r - PDC# APPLICANT OR AGENT �— Y Receipt No. _____zC q-Cp- 91,, e = '— Approved ADDRESS T PHONE 30C s :enc -• S # ;;C"IJER CONNECTION $ !-JEER INSPECTION S !EWER SURCHARGE $ ��r n�n t s: 3'.2�.�_gd ��Sa�r►��' S��e � b .v a��•�vA�_ev>��'. 5��^ ACILLr3u51>NF-Ss c6irEr2. BUILDING PERMIT APPLICATION TIGADATE. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUiLDZR PHONE"(n% OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE I2�3- 3 o WTNU.� 15�-3LFA,11 NNER Kor_L INTSREhL NU JOOADDRESS � r�t�,b� Aue• _ /y `' T ARCHITECT L.Alue ssaC,-- SQQ e, 3UILOEp 1 1�Ol.l. l�0//�PI�Ny— ADDRE55pt�� S\il IYTGIS iJf: t3 M. Nagy E► a*meeNN —'Se- ;TRUGTUFE ytS,NEW ❑ A_Eb1gD'-L. Q ADDITION _»�I_REPAIR ❑ RENEWAL_❑ FIRE DAMAGE DEMOLITION rI RESIDENCE COMM ❑ EDUCATIONAL ��❑�G�OVT Cl RELIGIOU`S�❑ PATIO C-3CARPORT Cl GARAGE C STGRAG7- ❑ SLAS❑ FENCE 0CC,UPANCY LAND USE ZONE IL+,--!P_SLOG.TYPE —aZ!] FIRE ZONE--9+—PLAN CHECK! BY --.MEAT. _ c� bu.► n "cit l a►� co�� Tab Ilya SEWER PE;RAAITl t;CC.LOaC FLOOR LOAD _HEIGHT T NO.STORIES AREA NO,Bz:O�IOOMS VP.LUE. _ 13UILCING DEPARTMENT SET BACKS FRONT REAR _ LEFT SIDE RIGHT SIDE ^F• rni:� _ THIS PESMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THC BUILDIN3 CGDE,ZO?:;N3 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGA::ED TPAT THE ''ie:n Ctiec:t WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AN:D 1N; COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS P=RN,11T DOES NOT WAIVE Su'^ total _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT ClTY d'JSC,ESS LICENSE_SEPARATE PERMITS REQUIRED FOR SEWER,PLUMaING AND HEATING. St'td i3X SDC— 2% Total e ----- ppm APPUCANT GR AGENT "-"— Receipt No_ - — - - Approv?d ADDRESS FhcNF_ CCr.NECTION 5 — Ct�JER I`cP,-CTION S ..WER 5URCHARGE $ rm�n�� : 3-.?.��-Bo � sA ►>,�� S'�e�b valu