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6645 6655 6665 SW HAMPTON STREET \Wop ! ep flag? N C.,-' c r. . .o As O 1 "'7 f ' �- fqw=r— AL f, L1 Psi 6 Qy X 4 Elm AIM ._.rte r � . r r. � _ ... • � ti f ..- ��_�.� r � � h ' Call Li J � . �. moo' 1010 r ell p Ty 1=1 CAL"o C(,O) EONJE:Hpe At r top .0 . L.l � � da oil, I 1 \ APPROVED FOR COW,3TRUCTION • - - = - - _ CITY OF/ RD PERMIT 0 - .- _ SITE DDR S DATE I _........� ...... - i::. .... •{I•r:.•1 ry •.:�� 5 �i C:)�:! �::}�.•4� L..)4••�I•'11'•�{:] � L..)!''� ;::}..r. r •-- --- -- - ---- - `'"" -- - - - - - I1J F ....._....� .. ....,... �.,. =7=7MWOr wit . .. ; '+• :.r, F THIS DOCUMENT IS LASS ( , 11 ' 1 ' 11 I I tltl� I't tll�Itl1 Iltllll I 11i � fil IIi III III I I i I i l l l l l l l l l l l l l l l T T T I I I1 1 � 1 1 I f I I I I I I I I I l ( ' ll III I I I I I I I I t .r. ""`. I 1 ' 1 ' LEGIBLE THAN THIS NOTATION , � I I I � IX _ ..� -- 4 6 -11-' T9 -� '�.' IS DUE TO THE QUALITY OF � --- � �� ----- — ------ . .,gar ...,,.. THE ORIGINAL DOC'UMEN'T' . _-- .--- - _ _-- — n,o.3s �•�,-.�•� .� � - T--- -- F 8Z LZ 9Z Z fiZ EZ Z TZ UZ 61 181 1, I 91 QX � � T Z1 TT L 9 T �8111111;11 �11111111illllll�111111�,!11111, , iif IIIII �I►I I I + I . 1111111111 I I I c 111 .1 ,11111111111 If I I � I I � I , II Ilii Iillll II illllllll I I I I, II I � 1 illlil illlll.11llllllllll III III I I (11111 111llllil I. I I i i i�ll�lll I 1 11,111111111►�Illllllll i ,1,111 I ! I ., ..111.l.Lll� 11�11l,fllll�llllll..l11�. ililhlll I !!'_ _ V V.• ZQ YO O.5 �TvD L r ..� 6 S �' f3l.flG.� Q Z6 O�/+ T-0 0. 5 - -5TU to L ►w d W . E M17 1Py�.,t7 c. P5 � t �GE L1 � E w � L E LJioC7 tic L Ja w NZ �' 9 3 0w ILA1353 s . ir 1 - Z ' �j Q .._�._. ..,.. .�_._._fi , ter.........� .�.•�i --- ----- ��.�...... )� .l.1't..( .1 i_(._.! q ».1.«i ..?4 IdFI'1F.. �I,•i,.,I�''.1 /r I 7 IF - � • M� HIS DOCUMENT IS LESS � { � + + + + + + + �; i I + i + + + + ' � ! I I � I I I I I I I I � i ( IIS � III � I � IIII i �• Lii l � ! i i ! � -� 1� � ! i i ! � rel ill rli � ! i ! � i � � � il� �� 1�f�� i ! i ! i � i Iii ill. I � i ! I � � 1 fi I I ' I I i LEGIBLE THAN THIS NOTATION , 1 I Z � 4 � Q�� f 8 9 10 11, 1 6 I T I S DUE TO THE QUALITY OF -- THE ORIGINAL DOCUMENT . O. E 6Z gZ LZ 9Z Z �Z E Z IZ OZ 61 gi LT � I � T EI ZI tT i T 6 L 9S � Z TOllII 11191 II IIII I IIII{IIII Ilii III! IIIIIIIII 1111111 I I IIII II I Il�ll I III I I IIIIIIIII IIIIIiIi I,tIlllllil Ii 11 IIIIIIIII IIIII -� 111111�I,lll� I 6645, 6655, 6665 SW HAMP'IrW STREET MISr_F.LLANEOUS INFORMATION H �p� H 0 V7 Ln Ul � a a vi ul vl H 'D � RECCiVFn SI^? - 21982 Simpson Simpson Timber Company Development Center N F 36111 Si . P 0 BOX 5W REDMUNI' WASHINGTON (206) 88107()7 August 31, 1982 Steve C:entoni Cenco Door Systems 7910 S. W. Nimbu: Building 8 Bealerton, Oregon 97005 Dear Steve: �• Simpson -minute fir doors are now a !� t}' ppr eiv�-lite opening up to 720 sq. with the maxi Tum d being 24 in. and e mx height-30 in. red glass 1/4 in. u is to be used, it. mist be s and listed frames Warnock Hersey labels and lists our doors and may be contacted if there i any problem with label acceptance. Their phone number in Antioch, California, is 415-754-•5050. George Meyer or Bob Provine are the Warnock Hersey officials to contact. !n If you have any additional questions or problems, please let me knao. Sincerely yours, 14 1 P. R. Eggers Door Specialist A21/rae z- ��. �' cv,r"�s �_— rc� ► rt ��"L I^�6 11.3 OJ ru 'N9A MW � 1 MUM RoRa FIS [ PROfmal 0MR11f P-0 BOX 127 TUALATIN. OREGON 97067 • PHONE 682-7601 • RUSSELL WASHOURN, CHIEF HIEF October 23, 1981 Kulhman Const, uction Company RE: hampton Jrtks Off it,e Bu i (dings A $ B This department will accept the covering of presently installed insulation with FS 25 fire rated visqueen to meet the flame spread requirements as per UBC. (, r- Eldon Johnson Battalion Chiu As per attached. ger �r wr wt � et �r ar �- 10 POLYETHYLENE FILMS are: • "rough, Strong and Durable • Tear and Puncture Resistant • Lightweight. and Waterproof • Resistant to Mildew and Rot In addition, polyethylene film will not get brittle, crack or shatter, but remains flexible down to -70°F. Now there's a film that combines all these features and has been accepted and registered as FLAME- RET NRDANT. ;` \ hen you check the economics, you'll see it's a wise choice when you select a VisQueen Polyethylene ---- --- Film that's FLAME-RETARDANT. \ VisQueen Flame-Retardant film is available in 16' x 100' \ (4 MIL) rolls. Other sizes can be produced on special orders. VISQUEEN FLAME-RETARDANT POLYETHYLENE FILM :�►= (.004" NOMINAL THICKNESS) 4 t TYPICAL PROPERTIES ` PROPERTIES and UNITS TYPICAL 'VALUES AS4 M MEI NOD �� ek.,eStrength, I ,:I—i�..D. 2,200 D882-67 , ��'�, ��' I .. �. 2,000 Method "A" t Ll,nDn, !/o—M.D. 550 D882-67 � T.D. 650 Method "A" ' of Elasticity, PSI--M.D. 25,000 D882-67 T.D. 28,000 Method "A" ngth, gm./mil—M.D. 145 D192i2-67 Accepted and registere( by T.D. 250 D1922-67 the State Fire Mars) all, t Impact Strength, gm., F,150 150 D1709.67 Stute of Cu)iforniu, for in- grn. cm." 9R.t D1.50568 ^> terior and exterior se. 5° 3r� 1)21F�7-B:iT Assigned re6►istrution nunt- , ber, F-1G3. .42 I)1894-63 ility Rating Self-extinguishing I)5t;t;-88 MWAIMLOMAW r Im rw In POLYETHYLENE FILMS are: Durable - - Resistant I 'aterproof \ \ \ w and Rot Ivethylene film will not get brittle, t remains flexible down to -70°F. ` - Irn that combines all these features �'j, g E pted and registered as FLAM - k the economics, you'll see it's a �u select it VisQueen Fulyethylene -RETARDANT. ,u•dant film is available in 16' x 100' sizes can be produced on special 1 Eft FLAME-RETARDANT POLYETHYLENE FILM (.004" NOMINAL THICKNESS) ti �y, C�L. �. TYPICAL PROPERTIES Au: and UNITS i i'PICAL VALUES ASTM MEWUt3 2,200 D882-67 'r.D. 2,000 Met hod ' A„ R,ni � 550 D882-67 650 Method "A" r PSI—M,D, 25,000 D88'-67 T.D. 28,000 Method "A" lil--M,D. 145 D1922-67 Accepted and reg*istered by T.D. ;rpt;.; 250 D19'12-67 the State Fire Atarsliall, -ength, gm., F/50 150 D1709-67 State of California, for in- 984 D1505-6g terior and exterior use. 35 D2.157-65T Assigned registration num- .42 D1894-63 ber, h'-1G3. Self-extinguishing D568-68 VisQueen Division Building and Agricultural Films Isy Ethyl Corporation Ethyl Tower, 451 Florida. Baton Rouge, La. 70801 DISTRIBUTED BY f c� L 't h w •i, q, Nothing contained herein shall be construed as a recotntnendation to use any product in confuct with existing patents covering any materials or its use. Information contained herein is. to the best of our knowledge, accurate; but all recommendations or suggestions are made without guarantee, since the conditions of use are beyond our control. Ethyl Corporation disclaims any liability for loss or damage incurred in connection with the use of materials described in this bulletin. Po949u21I) "VisQuewn" is a registered trademark of Ethyl Corporation. Printed In U.S.A. r 'y 1 11 qWAW W -X= VisQueen Division Building and Agricultural Films t� Ethyl Corporation Ethyl Tower, 451 Florida. Baton Rouge, La. 70801 Y llw-ti 0 y �rtllYtt U; Nothing contained herein shall be construed as a r,-ommendstion to use any product in conflict with existing patents covering any mhterials or its use. Information contained herein is,to the best of our knowledge, accurate; but all rt-commendations or suggestions are made without guarantee, since the conditions of uce are beyond our contrrl.Slhyl Corporation disclaims any liability for loss 1 or damage incurred in connection with the use of materiels descrilm.A in this bulletin. PD640(1271) "VisQueen"is a registered trademark of Ethyl C irlwration. Panted in U.S A rlook 1 I .. > J OF,,... Nd' *� 11�!�*�� ► ,mss 1 FLETCHER FINCH FARR & ASSOCIATES, Architects & Planners William L. Fletcher, FAIA H. Curtis Finch, FAIA Dale A. Farr, AIA Clark D. Austen, AIA Hal S. Ayotte, AIA May 28 , 1981 City Tigard Luilding N-partmer_t P.O. Box 23397 Tigard , Oregon 97223 RE: Hampton Oaks Office Building Gentlemen: This is to advise you that our firm is not providing on-site observation of the Hampton Oaks Office Park under construction in Tigard , Oregon. Our firm prepared the Construction Drawings for a client who subsequently sold the project prior to construction. The new developer advised us in writing tha',� we would be reimbursed only for inspections authorized by Kuhlman Construction Company (the builder) and approver's by the owner (The Dunham Company) . The project has been under construction for approximately two months and we have not been requested to make an inspection. It has conte to our attention and has been verified by a visit to the site that changes were made in the design and structure of the building by others than ourselves or our structural engineer , and without. our consultation. We believe this limitation of bservation is not consistent with Chapter 806 , Section 10-0j0 of the Oregon Administrative Rules and therefore advise you that our firm will not take responsibility for the observation of construction as required by the above mentioned Rules . S ' ncerely, H. urtis Finch cc : Kuhlman Construction Company The Dunham Company Roger Meyer Van Domelen/Looijenga Oregon State Board of Architect Examiners 208 S.W. First Avenue/Portland, Oregon 97204/(503) 222-1561 '+► ar � �r a i " ' ''!tialatin Fire district Inspection NtAce 8405 S.W. Eiligsen Road Tualat n, Oregon 97062 , rr ►2_ Phone 682-2601 E.iuilding Name_ �m. �t r._� h J Address _.y -- �' Nirsuant to Serrion(s) of adnptcgl codes, the rollowing item(s) require correcting: ED 2� pate CALL FUR PF.IMSnFr;TIOM 0R .-- _ r __..__. BUILDING DEPT. ._ �..� ��..�_l_`7 RW aw KU H LMNN 4'130 S.W.MACADAM PORTLAND,OREGON 97201 KCOMPANY ff H� OOH (503) 241.5984 OTNUC70OO 1�J April 28 , 1981 Mr. Ed Walden Building Inspector City of Tigard Tigard, Oregon Re: Hampton Oaks permit (s) 3591 , 3592 , 3593 Attic ventilation Mr. Walden: Per our conversation on April 24 , 1981 , we agreed the following number (s) of ventilators per building would be acceptable: Bldg No. No. of 18" 0 turbine vents A 3 B 3 C 4 For your consideration and approval. I suggest the following variation on the above accepted scheme: Bldg No. No. of 9" 0 roof vent Power vent A 4 1 B 4 1 C 8 2 See attached diagram for proposed locations of ventilators. Thank you. Please be in touch if there are any questions. Sincerely , Don Kuhlman DK/dg cc: Job, File fi •. w *SII W 71. ATrlc VENT 5G9ZC--tJ,5ETd14 CA)M B = I l00 CFM PDWSZ VENT t� M6�N � n =tR� aF I A d Q 91 p a A �� CM5 a y I 6 o G n g 'X4yTi t,.A-VC'N sc++SmE- W_ P DEALER NET COST Ulm UBR V Effertive January 1, 1981 Se4:tlon C ALL PRICES SUBJECT TO CHANGE WITHOUT NOTICE FREIGHT TERMS: F.O.B. Union, Illinois. Freight prepaid and fully CLAIMS-All claims for damages must be filed with delivering allowed on orders of 500 pounds or more in continental U.S.A. by carrier. We cannot honor claims for damage incurred during lowest cost mode of transportation. All Aubrey merchandise, in- shipment, cluding displays,can be added together to make 500 pound weight. RETURNS---No products will be accepted unless prior written Orders of less than 500 pounds will be shipped F.U.O. Union, authority fer return has been received from the factory. A I,linois, Freight Collect, via lowest cost mode of transportation re-stocking rharpe on all returns. ut 'ess customer specifies shipment via a premium mode of tri-asportation. TERMS-I% 10 days, net 30 days. RETURNS ARE SUBJECT TO A 20% RE-STOCKING CHARGE r � y • NEW • PO\VIER ATTIC ' I , Model gtt . CFM SqOoscrilNee wt List lair • Adjsstsble Asbsatle 9090 900 1265 Thermostat - 20 S 66.00 1 57.00 I� • Karat* Cared 111.1111 Nie 911 11� 00 wiz 0 • Thermal Owor;zad MtoPWA 20 96.00 65.00 Meter • Maintenance Free CoestratNM 9130 1300 1650 20 102.00 66.00 _ • Coshiesed 061114 asomets for - rfdet""Itoe - - �-- 9160 1600 2265 • losect Screening 20 171.00 65.00 I q. • NiEv i 1 ti,," `FABLE [" ��. 41V ff Mehl Crm Attic lesedlllea Ship- Litt Ialer i No. S4.Ft. Wt. � 1 • Adjmstahh ilolsptln 1001 1151 1070 Thermostat 21 S 74.00 S 49.00 / - - • Maistosseco Fres Cuatieetlen 9005 1000 '430 • TherOM D"rWM F 1111111111 20 64.00 43.00 - -— - -Motor _ _- 1000 Aatsmatfe Skim for WMI 1111 1 36.00 25.00 No. Mfel�tl�ll Wt. List how 1610 llernr 11 CFM SelR; weft ! 0 21.00 S 19.00 Wall stsltek sprttol lr/tgstlor— _ 711111113 Fa611 CFM White hmtw Trip 3 24.00 16.00 Fallot tae of 121 1367 or 7510 Fawn Complete is SkN. (Prepaid Freiloo --- Isildencc consists of 24 1513 RHo-in and FWsI Kits. TELEPHONE 81 5 9 2 3 2 1 0 3 ausReV r-iianuFar–TlJninm IM. 0 UnICNI. ILL.11'1C)IS 60180 0 LA ►A G To O.S, STvDt loo Pik-C(. G LENS o� 13'iL Zq 1 v t�eS 7 i Al 1 24 G1- i ^ it •. «BGG I 0 2 ?S� - 43/ I i 0 l�► 1 ' I-tJJ'ti.J o yt y ►r+ IJ �, 14 Z 6 yls -44 3G I v ,n G Lit /. R A 1 I �►_p 6r# C 1 VAN ©QP ARELEN/ A SOCIA EB Consulting Structural Engineers DATE 3933 SW KELLY AVE./PORTLAND,OREGON 97202 SUB SECT TO (503) 222.4493 7e') c"A!-'sj2✓i I ��,�. fi Lc-' �o�d 6 Ca �ir�fes.;,�:;roti/ �-�� tvv�:f:�-��.1 � �� cam':.-�..;��: ��:-��:� � . �• ��.J ��,��--R=te DSC-` C�1.tJi��..1 l d•c�S / "I q'.—GT�i I j7% L55il --,,7 G= 7C- SIGNED (��✓r' .; �%',_./ [ J PLEASE REPLY NO REPL Y NECESSARY i 4 1 JIM E. LUNDERV ".D SHEET OF Structural Engim, 4035 Northeast Sandy Blvd. CALCULATED BY DATE PORTLAND, OREGON 97212 CHECKED BY DATE SCALE ...................... ...... a_..... .�...W ................. Zi ............... ....................... ._..... ,_......: 1.610................... -17�1........... po s r, Q 3 1.�'Kr 1470 ....... P4,,9 7-6 T'Z- -i I !........ ..... .... ... .......... . ............- -.4............ .... .......... . .......... .......... . ......... e .. .......... ....... ,,4is Y4 10, 00 5) ................... )< ......... ........ C- ........... Ito kT -5 2- p p or j, ....... ..... ... ,oc ....... ........... ......... ........... . ......i 1._. _�.. .......... .......... .... ............ .......... at.6ft.ISM 0141A q 04 JIM E. LUNDERV4_1) ,- Structural Engin, SHEET NO_—____ _J� –.— _ of 4035 Northeast Sandy Blvd, CALCULATED BYDATE PORTLAND, OREGON 97212 - CHECKED BY--__ _ DATE – SCALE ..�....,-. ...................._,.............._......... _.......... ............................................... ......_._..................._... ..... ... ...... ..... ..... ... .�.. .... w . . ..... .............. ......... ......... ... ... ..............................._......w. ( ......... ... ... .,.. . .... .......�... +, ......_ .. ._...... _. _ .. ., ... .�.... . ...... _. � .... .__.... ........ ... .. .. _. . ........... ........... .........._._... ............................... ..... I �......... .........«{.. . . : � ¢ x �-- ........ ..................... ST _— ' f..._ __. ....._._.... - « _............ .......... ...«.................. ... ... ... ......; ........................ ........... _........._.......... a ..... ..... ►_......«�........ ........_ ..._ _ .... ..._ .._ .. . ........ ......_ .....1..... ry ► 1 ---4- L, 4..........j........_..r......................_..I,_......�... __+.. 44 r ` _ Goc...q�crJ Jr.� sr 'JE49w _ _-_- 2 `D IV C-•9 le WAX <, �- r� C)c.,JAJ Av I._._. t............L,...._................_......... ....__.... ......_.... . -__.... ..........._._.._..�...__ ...... F oy ....................... _....._.......... _.. ...__......... .._........... ...._........_ ........ ...._........._.. . r .. ...__.._.. _ �_.._«.... ... _.._.. .._..... ....._ __ __.. ........ `22. �..... . ._._... ..._.... _.._ _ .�....._._.�......... ....._! ..... U II D E AI1f1Al TDI I �'VE'Il3;�.Cwl�Y�OI/SD Van Oamehn/'i,iAanga i / ,fste: �.l..L 3609 S.W.Coroett Avenue �i® PORTLAND, OREGON 97201 LETTER I (503) 22'2.4453 D.10 112-101 3 To `• -� �iY.►� i� I i Subject /b� O••l'. s�.--� . r� � ,�dav�.�� ..�.o�,- ,rte ,•v cvAo0C. �•'�Or-•• tea /•z" 441.,r45- x lv',OC� uJ� I • 11 l Please rapty [_] No reply necessary I 910NED .nll,� et i n, •Mari� )II1e,rMlw yl�f 014W I _, .I��y Y •—rel �r _•�._ ••�.•^�I •� ' .�. .. it ff � ,,f r�• i, TTTT� I I I / I ' My• I I ' 1 COOPER & ASSOCIATES, INC. ENVIRONMENTAL ENGINEERING SERVICES 11675 S.W. 66th AVENUE • PORTLAND, OREGON 97223 DATE o � ATTN: OUR PROJECT NO. 499. 006 VIE ARE SE;IDIN,G YOU ATTACHED UNDER SEPARATE COVER VIA - _Shop Drawings Prints _ CX:cuments — Specifications Catalogs _ COPY Of letter Tracings 60 —_ Other — — Copies Date Item --_ i prr1ARK� �Oy �V 1�O/H G{ G��1'/►1I�-�`��P.A�- Sub-�4��f -- �,�0/�dt/1 IAC'►' _7he.tG J��i�ir�_JR�+'�!_�__--�-----�--- �� _ COPY TO Kamln�c _ _,� if m:t.erial received is n,-.it as lister; above, please notify us at once. O BY ��M✓L.1— 9/1/76 Kent Romney c/o The Dunham Company 4730 S . W. Macadam Avenue Portland, Oregon ( 503) 222-9058 November 26 , 1980 City of Tigard Departments of Building , Planning & Public Works 12420 S . W. Main Tigard, Oregon 97223 / Attention: Ed Walden, Don Howick, Aldi.e Howard , and Frank Currie Re: Hampton Oaks Office Park, S. W. 67th and Hampton Street Dear Sirs : This letter is to inform you of the current status of. the Hampton Oaks Office Park originally owned by Cundari Development Company. The current developer. is The Dunham Company. The new owner is the Hampton Oaks Office Park Associates. The general contractor for the project is Kuhlman Construction Company. The address and phone numbers for the above named companies are as follows: 4730 S . W. Macadam Avenue Portland , Oregon 97201 ( 503) 222-9058 , 241-5984 The following comments apply to the site design review SDR63-79 dated December 21 , 1979 . I was informed that Mr. Cundari had originally signed , dated , and returned the S .D.R. acknowledgement. I am including with this letter a copy of the S .D.R. acknowledgement signed and dated by Mr. Gary Dunham, the Managing General. Partner of Hampton Oaks office Park Associates. The zone change ZC 34-79 , Item 2 requires that tax lots 300 , 400 , 500 , and 601 (tax map 251 IAD) be consolidated. We have consolidated lots 400 , 500 , and 601 . Lot 300 cannot be consolidated with the others at this time due to the existence of a land sales contract on lot 300. We petition you to waive Item 2 since Washington County will riot approve total consolidation at this time. MR on WAVE"Mi November 26, 1980 City of Tigara Page 2 Items 5, 6, and 7 pertain to the formation of a local improvement district. We have enclosed a signed consent covenant waiving our right to remonstrate against the formation of a L.I.D. . We have submitted the building plans to the Plan Review Section of the Oregon State Building Codes Division for a plan re-check based on the O.U.B.C. 1979 Edition. The original plan check was based on the O.U.B.C. 1976 Edition. It is my understanding that the site design review is good for a certain time period. We would ask you to grant us an extension of this time period. Your prompt response to this letter will be appreciated. Sincerely, Kent A. Romney KAR/dg DEPARTMENT OF COMMERCE—PEANr REVIEW SECTION NOTICE OF PLANS REVIEW )G 1�ASS 1!7t,}.9r ORE 7CIJ0�t 741N[YJI D4�:'t'e'.➢720S6fS 79)®C (THIS I%NOT/ DING PERMIT) REVISION t,.„li,,ny Hampton O kH Of f4 67th & Hampton, Tt&!rd,�R _ No. 80-1.516 nj&q'VW-0. building Addre,e Cnunty WIIShingtGn Occupancy B-2 Const._ V—N Sound Value 5EE ORTGINr�enl�j;eVI[l.'_� Fletcher Finch & Farr 11-25-80 Architect __._ ,_ . New Bldg. ❑ Addition ❑ Altantiou ❑ Date Received Owner .. Hampton Office Parks Assoc. Address4730 SW Mac.Adramt,_Port land Data Reviewed 12-5_80 4_21- i SlEowii N.S. N.5_ 14 i 45 Stories 2_.._, Area 10665_J_N-5- A„to �}`J Fire Walls Fre Escapes Exits It. Main Fit. basement Nt. stop& REVI ION Ter.widrh stain ____/__ Vert. Shafts / Sprinklers, -- / Man. Alarm S Ir. Cloned Closed No Yes Area Covered Inv, 5;:e Eat. [KI. ___/—_--_ lir. Det. Floor . Ceiling _ Roof_ _Sir. Members cA.” No. Type Area Cevd. Wall cover _ ^/ Hrr. rm. enol. lyp,t flue .__.._�__._ Type Htq system ruel f-t. Int. Thu sibmitted plans have been reviewed for conformity with fire protection statutes and regul-stions of Oregon admin- istered by this office. Items No. chf•cked on the inclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current Fite protection regulations. Approval of submitted plans is not a i approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. RFMARKS: Flans submitted for change in .stairway location is accent_able as submitted. Examined by Willrlam 1lndurson Conies ;o: n1T1?I nt,Fisc&s,1?.u_LY51Ms0in.Q1:.A"dy,_Vep_"-Firs:._Aept., Flec. WARIMEN7 m_rr COMMERCE•..PLAN' REVIEW SECTION NOTICE OF PLANS REVIEW Mm�Jit2f�1`<stxcx:crua�!naac;lfuo�-r�ar�sca:4x�s��c (THIS IS NOT A BUILDING PERMIT) nuilding -HAMPTON ..QAKS OFFIC�pA�tc _h7TH_ & SW HAMPTON T1 GARD No 80-1516-- Bvildlnp Address County WASHINGTON Occupancy . B-.2 Const._ VN —Sound Value $750,000. Plan fee $227.40 Architect FLETC11ERs_F_1.NCH_$_ FARRR_ New Bldg. b Addition Q Alteration [] Date Received 11/25/80 Owner HAMPTON OAKS OFFICE-PARK ASSOC Address 4730 SW MACADAM AVE-,PORTV IV>.viewecl 12 5/80 Stories -1464i51__NQ-_,_ Attic _ _3 StIOWN - NO NO 14 45 —. Area _,./__._-__Fire Walls �.Firm Escapes ERlfs i Mala Fir, Basement Ht. Stops Tet.Width Stela Vert. Shoff 4 /—.NO— Sprinklers Man. Alarm NO S.P. NO /______/ Closed Closed No Yes Area Covered Int, Size Ent, J� No. - a —/ - Hi. Det. _ NQ -t—j—j - Floor _kPOD Ceiling tI LE Roof BLT-UPS,,. Members Wo�. f Well cove Class GYP BDHtr. rpt, encl.T9p00F MOU1VeT Tvpe flue N/S Type Hig. System FORCED Al R Fuel N/S Eat, Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No, ----_-.--SEE BELOW checked on the enclosed list aro applicable. These items and any specially noted provisions must be incorporated into the project to meet current firp protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. RFMApKS: -THIS-_IS A FIRE & LIFE SAFETY REVIEW FOR BUILDINGS P_t B, & C_ALL CONSIDERED AS ONV� BUILDING,. PERMITTED BY SECTION 504 c EXCEPTION. STATE STRUCTURAL CODE, 19779 EDITION. NOTE2—THIS PROJECT WAS REVIEWED 3/25/80, PLANS REVIEW #80-246, UNDER THE 6 CUDEr.— _SINCE A PERMIT WAS NOT ISSUED AND A NEW CODE (1979) WAS ADOPTED, ANEW REVI I3 S REQUIRED._--- PAGE 1 of Z <. Examined k)y _kq;±JJA!�_F ANDERSON Copies .o: 1f1EYl.l1_Y�SFM�OWNER�}31�D�.DE1_"FIRE DEPT.,ELEC.,ARI YRS:I F"1GSlIS.NJ DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW ti R56JtA;MKMfFQ2NN6CDC�P13tCOStJGX!Y)lT4%tIDC!?SBX (THIS IS NOT A BUILDING PERMIT, ?(w?{e HAMPTON OAPCS OFFICE PARK _67TH & _SW_ HAMPTON TIGARp No, __80-151.6- Building 71t<T.• building Address 1) HANDRAILS MUST_ EXTEND PAST LOWER AND UPPER RISERS NOT LESS THAN 611. REFER SECTION _ 3305(1). --_-- -- -- ------ - - —_.__ ... -- -- 2) AS NOTED ON SECTION 1-A.12 - DRAFT STOPS MUST BE INSTALLED BETWEEN_FIRST AND SECOND _ FLOOR WHERE SUSPENDED CEILING OCCURS, SPACED A'1' 1000 SQUARE FEET OR LESS (3000 SQUARE _---- -FEET IN ATTI Q. — ^3)PROVIDE PLANS FOR TENANT MODIFICATIONS TO—LOCAL JURISDICTION PRIOR TO CONSTRUCTION. 4) ROOFING MUST BE FIRE RETARDANTS CLASS A OR B. 5 ALL SKYLIGHTS MUST COMPLY W`1TP CHAPTER 34 OF STATE STRUCT--UIt i —00—Df.---- _ ) PLANS ARE ACCEPTABLE SUBJECT TO ABOVE PAGE 2 of 2 i CONSENT COVENANT I Street Improvements The undersigned owners (including purchasers) of the real property described below do hereby record their consent to the formation of a local improvement district by the City of Tigard for the.' purpose of improving the public street or streets upon which t'ne described property abuts. The undersigned expressly waive all present and future rights to oppose or remonstrate against the formation of a local improvement district for the improvement of the abutting street or streets , resPrvij,? only the right to contest the inclusion of particular cost items in the improvement district pro- ceeding and any right they may have under the laws of the state of Oregon to contest the proposed assessment formula. This consent and waiver shall run with the title to the described land and be binding upon the undersigned and all successor owners , for a period of 15 years from the date of the last ---- signature below. The real {�rnpArty that is the subject of this consent covenant is dee.cribed as follows : county In the Cit. .1_..-----Ti gftrfL'—..-- NF 1/4 o1�SEG-t1Qri-- tx 31,�]�k I4. h�esL-kOKtlancl Helghts�ddir'�on. -Boideted-.- .n� Sl.r• •1 On�.n,I�wI1;�1+L'tfl�.Y_i.►u.�+-; WP4 w�l�ette�e��•.�--��5�11�.�D GJ�� YjLWLJ �- ty S.W. 66th 6 s,w. 67th d Hampto_ S r et.�__ Page 1 - Consent Covet,,mt .� ^P •w '� + q ,mow ALAL TED this day ofUM 19�. STATE OF OREGON ) )1< < < t � ) ss County of Washington ) On this .-`' day of �< <' �-,� ' t 19`7 personally appeared the above named and acknowledged the foregoing instrument to be--7( 7--L- e7-L- e voluntary act and deed. Before me : Notary Pu-blic for Oregon My commission expires : � Page 2 - Consent Covenant DEPARTMENT OF COMMERCE--PLANS REVIEW SECTION :0,3KNOTICE OF PLANS REVIEW 2f?B}C iAaXyDtQ?r E�01i1LT)4iY0(a7�`r@nT4tlaL7480 BTrI LDINGS IIA" IIB' II Of ITHII 11 NOT A BW' 'G PFRMIT ' Building 1}A4PTON OAKS 6FFICL-_PARK 67TH & SW HAMPTON, TI- .;D No 80-246 r Building -- — County _L"1ASHINGTON_ occupancy B-2-OFFICE Const,7 VN Sound Value X7501000. Plan F, $_454.80 ' Architect .FRs.P�`1�i>FARR SSOCNew Bldg. Addition [IAlteration F] Date Received3141g0�3/.]_]�$d- EE Address Owner _Ci�JI DARI DEVELOPMENT ?��SW HARRISONJ]N0 T_ D 3 25 80 APPROX -- Date Reviewed F Stories _2 Area -1016D NIS Attic 'I FEE1/-SO=Fire Walls NISL_ Fire Escapes -_ Eain Mein Fir. Basement Ht. Stops !•- ff. tot dth _ Stain - 10 NIS Vert. Shafts '*_- UTYL Ra Sprinkler. A, / /r� Man. Alarm sS S.P. Nf S/ " /NS C'losad Closed No Yet Area Cover d r'1 Ettt. N1 S / - Ht. Det. *��S - Int. Size Eat. u�---/ - /_ Floor QD . Ceiling _90" W$ Roof BLT-I1PStr. Member. _�OD__ Class No. Type Area Covd. Wall cover -/ WBLWD Htr. rm. encl. N S_ Type flue_.N1S _- T CEN �Q ON �� R-i EV. Int. Type Htg System - -JtJl ON-- Fuel _Nl§ `I The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- ��, istered by this office. Items No. 131_-141 171__26_,__28 _ checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approva! of submitted plans is not ..^n epprov3l of omissions or i : oversights by this office or of noncompliance with any applicable re ulatlo,-s of local government. Ilk, .� REMARKS: -a) THIS FIRE AND LIFE SAFETY REVIEW IS _BASED ON _T►,E_ RE_�UIREMENTS OF THE £� (OREGON UNIFORM BUILDING CODE 1976 _EDITIORI ITR-_A PPROJECT_LOCATED IN FIRE ZONE NO. 2. r. -,_ b)THIS REVIEW CONSIDERS BUILDINGS "Alto "B" AND "C" AS PORTIONS OF ONE BUILDING. THERE- FORE, A PROPERTY LINE NEED NOT BE ASSUMED BETWEEN THESE BILI LDINGS PERMITTING ADJACENT EXTERIOR WALLS TO BE OF UNPROTECTED CONSTRUCTION_WITH UNPROTECTED OPENINGS. ,Examined by' GEORGE BERNLOEII _r PASE 1 of 3 Copies to: AP�LICAN_TjFILE:bEPU7'YISFMLWNERlBLDG�.DEPT.,FIRE DPET.,EI,EG. SP176585 IIIA J DEPARTMENT Of COMMERCE-PLANS REVIE CTION NOTICE OF r" ANS REVIEW y ttltbilrC►19jlSA4TE74]P19B3HU?114R01S}a1C8[M/0. -d70X J1 BUILDINGS IIAtt tt►ytt & ttC" THIS IS NOTA .DING PERMIT. Building _-HAMPTt7N—OAK_ S bFF1YCE PARK _ 67TH & SW HAMPTON, TIGARD .- Building _ Addretf cZ_NO STORAGE OF VOLATILE FLAMMABLE LIQUIDS_ SHALL_ BE _ALLOWED AND THE HANDLLdG AND USE OF GASOLINE* FUEL OIL AND OTHER FLAMMABLE LIQUIDS SHALL NOT _BE_.PERMI'TTED-L-UNLIS1;_SUCEI USE AN HANDLING COMPLY WITH U.B.C. STANDARD N0. 10-1. SECTION 1108. d) ROOF COVERING SHALL BE FIRE-RETARDANT. SECTION 1704. BUILT-UP ROOF COVERING SHAII,L�$E, ANY CLASS A OR $ BUILT-UP ROOFING ASSEMBLY. e) SKYLIGHTS SHALL COMPLY WITH CHAPTER 34 OF THE O.U.$.C. f) FOR EVERY STAI RWAY, AT LEAST ONE HANDRAIL SHALL EXTEND NOT LESS THAN 6 IN 6HES BEYOND' THE TOP AND BOTTOM RISERS. ENDS SHALL BE RETURNED OR SHALL TERMINATE I-N NEWEL POSTS OR - '40-' SAFETY TERMINALS. SECTION 33050 - ------ g) WHERE THERE IS ENCLOSED USABLE SPACE UNDER STAIRSS THE WALLS AND SOFFITS OF TILE ENCLOSED -SPACE SHALL BE PROTECTED ON THE ENCLOSED SIDE A5 REQUIRED E'OR ONE-}TOUR FIRE-RESISTIVE- CUNSTRUCTION. SECTION 3305(m) 0 ITEM N0. 17 OF—THE_EN_CLO_SED_CHECK SHEET_SHALL APPLY TO CVERY EXIT DOOR SERVING AN AREA }LAVING AN OCCUPANT LOAD OF MORE THAN 10. - ---- ---- — 0 INSTALL APPROVED FIRE DAMPERS IPI DUCT'S PENETRATING TILE CEILING OFA FIRE-RESISTIVE _ROOF-� CEILING ASSEMBLY AND DUCTS PENETRATING EIRE- ED C RRIliO'R WAL9S- HAVINC OPENINUSS IN1xT-T[1E CORRIDOR. _ RAP- _ - d DEP:PTMFNT OF COMMERCE PIANS RFVIEI :TION NOTICE OF F 'NS REVIEW p1}�i'4G1'T3Tlr;ETAT1��f12bdUt10W1B7�SO)L1dBAha..L�L THIS IS NOT A .UING, PERMIT) `+w1+ 1 W11 11 LDINGS "A" I'Bit & licit 4411 Building _HAMPTON OAKS 6FFICE PARK 67TH & SW-,HAMPTON, TIGARD__— No. _._ U--24( JIt Building Address J) ALL PROPOSED TENANT MODIFICATIONS SHALL BE Si-1I3UMID TQ_THI OFFICE TOR-REVIEW PRIOR___ TO CONSTRUCTION OF SUCH MODIFICATIONS. __THE SUBM?'iTALS SIiAll 7 QLULE.-TWQ-SETS 01 WORKING- -DRAWINGS, A DECLARATION OF VALUE AND THE APPROPRIATE FEE. PAGE 3 of 3 _ __ STATE OF OREGON ' ,Adapted 1-1-78 DEPARTMENT OF COMMEP.CE F'^e 6 Life Safety PLANS REVIEW SECTION Review Numbertt)o—�4 k7 CHECK-MARKL''D REGULATIONS, IN ADDITION 'PO ANY REQUIREMENTS APPEARING ON THE ATTAI'HF.D REVIEW NOTTCE, MUST BE IN.10R.10RATED INTO THIS .ROJECT. Aprrovai of submitted plans does not constitute approval of any omissions or oversights nor of -.iorcompliance with a: mipplicable regulations of loco, government that may exceed state requirements. 1. Structure required to De Type - throughout due to area, heiqht, occupancy, Fire Zone. 2. One-hour fire resistance rating re-luired for all inter.or congtructioe. 3. All living units required to be completely separated by one-hour fire resistive construction. O',Exi'z corridors require separation from Any other area by one-hour fire resistive constructir,n. Sec. 3304(8) 5. Door assemblies of interior openings to corridors are reouired to have a fire resistance rating of not la:a than 20 minutes and must he self-closing or automatic-closinq. Relights in corridors require wired glasa set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of one-hour, two-hjur fire resistance. Access ways to such shaf4:9 require self- closing and latching Class B fire door assemblies one-hour rated, _ one and one-half hour rated. Sec. 1706 S. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprir.kler protection provided) Ser. 3205 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) 10. Building projections such as balconies, eaves, overhangs, etc., require fir-, protection as per 1976 State Structural Spec'alty Code, Section 1710. 141" 'Fire Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires fi.restopping of both vertical -ind horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) 12. Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec,. 3317 U-/Haidrails are reiuired on all stairways. Stairways over 44" wide need handrails on both sides. /Se.. 3305 1{I✓ an stair railings and guardrails shall have intermediate raiis or closures with no openings large enough to pass a 9" spnere. Sec. 1716 15. Exit doors from lobbies, corridors and rooms with potential occupancies of °O or more are required to awing in the direction of exit travel. Sec. 3303 16. Exit doors from lobbies, corridors and assembly areas require panic hardware. fe/Hardware for all doors required for egress is required to be of simple type having no pro- visions for locking against egress, with obvious method of operation. Flush bolts other than listed automatic are not acceptable. Sec. 3303 (See exception) 18. At least 44" (inches) in claar width, without projections, is required for exits and patient room doors thr^ugh which patients must be transported in wheelchairs, stretchers or beds sec. 3318 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not less than 5.7 square feet. The minimum net cleAr opening height dimension shall be 24 inches. The minimum net clear opening width dimension ,hall be 20 inches, Where windows are provided as a means of egress or rescue they shall have A finished sill height not more H.An 44" (inches) above the floor. (Over) "W qui WRA W IW w WW I 20. Surface flame spread t 3 of wall@ and ceilings, minimum requirem. stair-4av - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustir.le acoustical material required to he recur-id with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F for on?-half hour. Sec. 4202 22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 23. with standard spauinq, rows of seats between aisles mai not exceed 14. Powe of spats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 24. Standard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projecticn of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted is regcired by State Structur11 Code, Sec. 33O1(j) Heating, cooking, air conditioning and similar service equipmect are required to be approved and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized safe practices. The installation of ventilation systems is rN. uired to be in substantial conformity with the 1976 Mechanical Specialty Coda. Corridors are not acceptable for use as supply or return air plenums. 27. A dust callection system is required for shop areas for nonportable machines emitting or producing dusts. (Heft Sec. 1.008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. W.' A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate water tank port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. 29, A firefighting water supply is required within 500 .eet of building that is capable of producing 500 gpm (minirnum) for 10 minutes for each x,000 square feet of floor area within building up to a mdximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 qallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. where standpipes are served by sprink'er piping, see 1973 NEPA Pamphlet #13, 3-7.7, Sec, 3804 31. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all auxi'iary areas, including dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least 5% of stage floor area, orenable by hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-06) 34. An approved fire alarm system confotminq to 1972 NEPA Pamphlet N72-A with signals audible throughout building and manual alatar sending stations adjacent to exits from each floor or area are required, 1'-.. 2"' x 30" ac(,ess to attic spaces is required per Section 3205. it.. All exit doors and access ways thereto are required to be identified by approved electrically illuminated signs served by two circuits with one separate from all other circuits, :.ec. 3312 37. An emergency power system is required for the gymnasium, auditorium, building to maintain ey.it illumination for not less than one-half hour in event of public utility failure. Sec. 3312 3H. Fluorescent light fixtures installed on combustible surfaces are requival to be U,L., Inc., approved for such mountinq, or installed to provide at least one and ons:-half inch air space between the fixture housing and combustible material. �9. Conformance with all requirements for the rertrval of Architectural barriers to the handi- capped is required in compliance with Chapter 31, N0TE1. Local regulations or insurance standards .or most favorable insurance cr.:dit // may, and often do, exceed these minimum State requirements. 2. This review does not. cover O.S.E.A. (O.S.H.A.) regulations. 3• This review does not cover Medicare-Medicaid tegule.tions. 4. Oregon State. Health Department. x4 71JAI_AIIN nl1nAL IME I`noTECTInI 1,1HICT NOI ICE OF PLANS REVIEW e7i7i P0 14OX 121. TUAI ATIN, Oil 97062 (THIS IS NOT A RUII DING f'I_RMIT) W,� ri4ONE tt,OJ) f-62 2601 • [wilding mnWop Oaks Off ice Park No. eUll DINO ADUFLSS County._W4-1hing-UM Occupancy- _B Office _Cor•.st V-N___ _ ..---FM2-----___- -- Pg + of Architect_ M. Curtis _Finch New Bldg IT Addition ❑ Alteration ❑ Date Received 2-12-80----- Reviewed 3-19 8( Address Date]6iStlydlt:M______ Stories_. 2Area-IQ--52Q'_NQ Attic Varies/ l_Keg'tlire Walls NQS Fire Escapes__ Exits_14 _ / 45 ft MAIN PLA HASEMENT 5'IUI'$ TOT WIDTH Stars 7 /_3 Vert. Shafts N�S /_- , Sprinkler-,-NIS van Alarm NQS SP NQS / - CLOSED HT CLOSED NO YES AREA COVD INT SIZE EXT Fxt _�A_��$a�_1 �'Idl Det. N-1 / _ /� - Floor Wood_CeitingSus_p�A�Roof B1t'r�Str MembersWOOd - CLASS NO TYPE AREA COVD Wali cover_W-Q9d-_ /._GyR _ Htr. rm. encl.,_N[S__Typeflue.—NISN ---Type System__ QS Fuel__N/S EXT T The submitted plans have been reviewed for conformity with fire nrotectioi. statutes and regulations of Oregon administered by this office. Iterns No. checked on the enclosed list are applicab;e. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is net an approval of omissions or —ersights by this office or of noncompliance with any applicable regulations of local government. REMARKS: — J Plan Review _ 1) Phis building is reviewed for compliance with the '76 Oregon State Structural and Fire Life Safety Specialty Code. The building is located in Fire Zone 2. 2) The complex is reviewec as one building since it does not exceed,in area or h,?ight, the allowable. Opposing ext.erio.- walls need not be 1-hr fire resistive provided a deed restriction is filed reaui ;ein_the entire complex to remain undere sFne ownership for the life of the buildings. Sec. ',04(c) 3) This review covers the bldg. shell only. Tenant modification plans shall be submitted for review to the Tigard Bldg. Dept. 4) All s`-airwayF shall be :Tot less than 44" in width. Sec. 3304(b) 5) Glazing the- is located in interior walls which form the enclosure for stair #1 shall lie wired glass & shall conform to Sec. 3304(h) . 6) Doorb 1(lcated in the enelosure walls of stair #1, othe•_ than exterior doors, shall be not less than 20 min. , self-closing fire assemblies. Sec. 3304(h) 7) Storage of flammable liquids shall comply with UBC Std. 10-1. No storage of fol.atile Flammable liquids shall be allowed. Sec. 1108 u) Where eave or ccrnice vents are used to provide the required ventilation of com',ustiblc at-tic spaces, vent openings uhall not be located within 3 ft. measured laterally above window or door openings in the wall of the story immediately below. Sec. 3205(c)2. 8) Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 sq. ft. (9,000 sq. ft. wher;. sprinkler protection provided) Sec. 3295 Voids created by ceiling-floor systems require draft barriers not exceeding each 1,00( sq.ft. Sec. 251.7(4 FXAMINFD eY_ COPIES TO:-- I A"r 4 tat + i TUALAIIN MMAI. f111E P11011 N DISMICT NOTICE OF rt-ANS 131=VIEW PO HOX 127, T UAL AT IN. UW 91062 PHONE (603) 682 2601 (TRIS IS NOTA Rllll DING rtnM1T) wi nullding Hampton OaVs Office—Park _ _Page_-2—cI 2 Address -------- — ----- _ _ 10) Fire stops, blocking or Framing members pie:.ed for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires fire- stopping of both vertical & horizonLal draft openings at maximum intervals of 10 ft. Sec. 2517(f) 11) Handrails are required on all. stairways. Stairways over 44" wide need handrails on both sides. 12) Hardware for all doors required for egress is required to be of simple type having no provisions for locking against egress, with obvious method of oper!cion. Flush bolts other than listed automaic are not acceptable. Sec. 3303 (S-e exception) 13) Surface flame spread rates of. walls & ccilings, Minimum regvirement: stairway - 25, corridors - 75,' oth ei rooms - 200. Sec. 4203 14) heating cooking, air conditioning & similar service equipment are required to be approved & listed }; a nationally recognized test:.ng agency, such, as U.L. , Inc. , & to be installed in compliance with agency's specifications & recognized safe practices-. 15) ASME approved pressure relief valves are required for all water heaters, installed either in sEparate water tank port or inport fcr hot water line. Shutoff valies may not be located between a water tank & relief valve. 16) A firefighting water supply is required within 250ft. _f all portinns A the bldg. that is capable of producing 500 gpm (min.) for to minutes for each 5,000 sq.ft. of floor area withtng bldg. up to a max. of 500 gpm for 30 min. Must be supplied by owner prior to framing . SITE PLAN - PLAN REVIEW Building Nanole „ofo� �`�c� �S Address_�� %7Gvrrio/� '►� --T O-fWcs par k '+rater Department_ _ /`?e l.,/. �. Fire Flow _�%,� h/��?t � �>�-e, Fire Flow Adequate v\ e P, bti ,'�o1,�5 (or is fire flow what meter can provide') Fire Hydrant.? �j a" 2 7', umber Fire Hydrant Locations : Present Hydrant_______-------. Fire hydrant to be added m er Duos I T7%✓� Fire Hydrant near FDC? Emergency Acc,-ss r Bldg. di stance from street_ Dl dg, di stance from parki ng 1 ot_ •� � _ Access frond side of 2—V sides of building :,;idth of entrance from street „? Lf1 Width o` access through parking 1of (parking lot code requires 24' between parking space at right angle to access ) Turning radius through parking lot _ � bQ sG� ar 'C�Hc� d (42 ' `or pumpers , 50' for Truck 221 - 2DT of c ear widthrav,d.�. S-d 'sc) ' -IuVh�r- d. LAS P � Access roads width O V% 2- v 72-I0' with no parking Access to fire hydrants _ �1 +niL—! .Access to fire department connectior_ _ r ML Vart romelen/Looijenga & Assa-'trtVs' 3609 S.W. Corbett Avenue PORTLAND, OREGON 97201 \ •_.'""'-� !t Z' L Lk L.( nATC don NO. (503) 222.4453 ATT[NTION RE To /� 4& ..G;� GENTLEMEN: --� - -- WE ARE SENDING YOU ;PJ-Attached LI Under separate cover via _the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications 17 Copy of letter O Change order ❑ COPIES DATE NO. DESCRIPTION i- Carr THESE ARE. TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit--copies for approval 0 For your use ❑ Approved as nnted ❑ Submit____ _copies for distribution [I As requested ❑ Returned for corrections ❑ Return---corrected prints L] For revie�. and comment LJ C] FOR BIDS DUF _ _-- _.,.._._19 - Ll PRINTS RET!.1RNED ATTER LOAN TO US REMARKS -- -- ------- - - COPY TO_ 2 Z S!GNED , FOINIMf! 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Project No.--- ss'u r ci7a It,?(c o.___surcfa/?e /po pS{' etcf ,t14Gk /11 / / Qs,Sum c f�a . 3C' I /o c)4 G = Goa Goo We -2.4 7x iva X. 7'r /B 70 '� ?.G7 �/9 9 Z W3 4 X /S-V x Got) 7.0 / zoo T y�lW� �, 3o 7n 9 z flbrrN = 7X 3 �K !�cr l� I f� Z �5rzp" ,t p/o x2 37 0 z - /90 r = /o5•6. x s - 2 /! F,S. t 3? 3 'e e • efec = GIyZ -_��[�' �.29 ' X7.0 6 , G/A _7. e � _ / X7 case S/=o" ��d fti r��ir_c�• It t,�. /Z "— /- .S = /o.S 924f 211, V 4 o+'';�i syr ..v � / us*e � 4� 12 ''0C- W1 W'X 1W�'V U- 14L . U1 Kelly/Strazer Associatm Geotechnica!Connar rs fet,ruary 5 , 1980 Mason Construction Compa,iy 222. S . W. Harrison Portland , Oregon 9/201 Attention : Mr. Tnm Mason GEOTECHNICAL STUi'Y , HAMPTON OAKS AND VARNES ACRES DEVELOPMENTS , TIGARD , OREGON . Gentlemen : We have completed the field , laboratory and office studies for the above-referenced projects in general accordance with our proposal dated January 7 , 1980. The purpose of the work was to determine the general subsurface conditions at the two proposed office building sites and develcp criteria for foundation, design . This letter-report describes the work that was accomplished and presents out- recommend- ations for the design of foundations and related items . BACKGROUND INFORMATION Site Description . The proposed building sites are located approximately 1/4 mile apart in Tigard , Oregon near the junction of Interstate 5 a..►td Oregon Highway 217 . The Hamton Oaks site , Figure 1 , has plan dimensions of approximately 2.00 feet by 230 feet and is bounded by S .W. Hampton on the south, 67th and 68th Streets on the east and west and by undeveloped/residential land to the north. Topographically, the site is relatively flat and gently sloping to the south with an elevation change of approximately I foot in 100 feet . Ground cover is varied with the east half for- rested in predominately deciduous trees and heavy ground cover, the southwest quarter in grass with occasional brush and the northwest quarter planted to a lawn and garden . A one-story wood framed residence exists in the west portion of the site and a leaching field is in use in the northwest portion . 3906 S W Kelly Avenue Portland,Oregon 97201 503-222.2820 MWIMIM U- 14[ . UI Hampto yaks and Varnes Acres February 5 , 1980 Page 2 The Varnes site is a triangular parcel ( see Figure 2) bounded on the,,northeast by Oregon Highway 217 on the south by S . W. Varnes Street and the west by an office development currently under construction . Topographically , the lot is relatively flat and gently sloping to the east . Ground cover consists of lawn and occasional shrubs surrounding a single 11- tory house located in the west portion of the site . Project Description . Four two-story wood frame buildings are to be located on the two sites , three at Hampton Oaks and oni• at Varnes Acres . It is understood that strictures are to have plan dimensions of 40 by 60 feet to 40 by 120 feet and column loads of up to 48 kips ( total dead plus live ) . The ground floor will be supported at 4 foot centers on small pad footings with a total real load of 300 to 400 pounds each. A minimum crawl space of 2 . 5 feet is proposed . Field Exploration . fix exploratory test pits were .made at the locations shown on the Site Plans , Figures 1 and 2 . The test pits were excavated on January 14 , 1980 with a tractor- mounted backhoe provided by a local contractor to depths that varied from approximately 9 to 12 feet . A representative from our firm observed the test pit explorations , logged the materials exposed , and collected the samples . Sampling con- sisted of numerous natural water content samples , three Shelby tubes and several bulk samples . Detailed los of the test pits are presented in Figures 3 through 6 Namton Oaks ) , and Figures 7 and 8 (Varnes Acres ) . Laboratory Testing . All samples were visually examined in our laboratory to refine the classifications made in the field by our representative . laboratory classification testing consisted of natural water contents on all samples and unit weight determinations on portions of the Shelby tube samples . Water content test results are presented on the test pit logs and unit weight natural water content results are displayed with the compaction test data . Figures 9 and 10. Representative bulk samples obtained ,-rom Test Pits TP-2 , TP-4 and TP-6 were selected for laboratory compaction testing . Several compaction test points were made in ILI0-- 142 . 01 Hampton Oaks and Varnes Acres February 5 , 1980 Page 3 accordance with ASTM Test Method [r 698 (Standard Proctor) . The results of this testing is depicted in Figures 9 and 10 in terms of dry unit weight vers, , moisture content . Su' ,urface Conditions . The exploratory test pits revealed that relatively uniform conditions exist in both of the proposed building sites . In general , a surficial zone , 6 to 12 inches thick , of dark gray or brown fine silt with crganics overlies a soft to firm fine sandy silt with varying trace amounts of clay . The silt grades into a firm to stiff consistency with depth . in one test pit at the Hampton site a pocket of suhanyular to rounded gravel and cobbles was encountered within the fine sandy silt deposit at a depth of 6 feet . Detailed examination of the te,.�t pit did not reveal signs of man- made fill and no utility lines are indicated for the area . In both test pits on the Varnes site , large subangular cobbles were encountered at approximately 8 feet below the surficial silt soils . The Hampton test pits exhibited substantial near- surface seepage through numerous root holes , resulting in several inches of water in the test pit after a few minutes . The fine sandy silt materials in the upper 2 feet weakened considerably shortly after being exposed . At the Varnes site , seepage was observed 8 to 10 feet below the ground surface . Foundation Design Recommendation . Exploratory test pits indicate that the foundation soils at both the Hampton and Varnes site will be capable of supporting the proposed structures on conventional spread footings . The recom- mended dQsinn h?,aring_prejjjWre i�20_00 pounds ��sgtt re Rot for the perimeter and heavily To— eanter7or ooTings _pr`a%i-�P they are placed 24 to 30 inches below the existing rface beneath any so f sur cia soi s .' The ings should have a width of at least 16 inches and a depth of embedment of not less than 18 inches in accordance with local codes . The settlement of these footings will , in our opinion , be within normally accepted limits for buildings of this type . This assumes the footings are constructed on undisjWCbpd To limit softening of the—dun a n on soils a.nd potentially increased settlements it is recommended that 0- 142 . 01 Hampton Oaks and Varnes Acres February 5 , 1980 Page 4 a 3 to 4 inch working pad of sand or fine crushed rock be placed immediately following excavation and the removal of any slough. The granular working pad will also facili - tate the removal of seepage into the excavations . It is understood that small ( 6 to 10 inch) pad footings at the ground surface are proposed for floor system support at a 4 by 4 foot spacing and d maximum contact pressure of approximate' . 400 psf ( total real load basis) . In our opinion these pads should be founded either oath Lf s i L-24-44-34L�Z-}f?s-3---b�- e e x i s n a a r o u n d t r f a P on 6-i h,e5_ ff compac a crus a rock ov r a sit b��which s�"o'u`TZ�— compac ed to 95 percent ofst h ramie , Standard Proctor maximum dry density . Complete removal of all topsoil and organ 's matter should be accomplished prior to subgrade compaction . There is , in our opinion , a relativel �,ig� risk..-nf excessive differenti:, 1 fI se'£fTeme due to variati_Q _ in soil duty and stre gi ; as weld as floor a iT Therefore , it is recommended that cgn,lijeration be iven , a- rnming'at '- orts 75 _c a foorsupp se re- eveling is required . Gradin and Drainage . The foundation soils at this site , although firm to stiff at foundation level - are sensitive materials that do not provide good support for traffic loads when wet . In similar soils it has been our experience that 10 to 16 inches of rock fill over the silt soils is needed to support construction vehicles in wet weather conditions . With respect to compaction , the on-site coils will probably require moisture conditioning to achieve proper density levels . At the present time the soils are substantially above the optimum moisture content (refer to Figures Ii and 9) . However, it is not uncommon with these soils to require additional water for compaction in the summer mo,iths to achieve the optimum moisture content . Landscap- and parking area surfaces should be sloped away from tho buildings for good surface drainage . In addition subdrains should be installed aL the building perimeter to intercept what appears to be a relat_iAel lar a volume of surf en ins the pro est-arm raw space a'ro ns mays also be�'�tiTitTerea as ac up. two su" rba s n 0-142. 01 f Hampton Oaks and Varnes Acres February 5 , 1980 Page 5 alternatives are shown in Figure 11 . The drains should Le sloped at no less than 1/2 percent and should he provided with a clean out . General Notes This report was prepared solely for the cwner; architect and engineer for the design of the project . We encourage its review by others as it relates to factual data only ( logs of test pits and laboratory test data ) . The opinions and recommendations contained within the report are not intended nor should they be construed to represent a warranty of subsurface conditions but are forwarded to assist in the planning and design process . Cif) during construction , unexpected subs ��,_Gi1A�lit,jADs are encountered within ex va aeon , we s�Ld be notified a one _ so that tie may review such condi tions and revi e our recommendations , if necessary . We request that we be retained to review the applicable portions of the plans and specifications for the project prior to biddinS for conformance to our recommendations . We would be pleased to provide on- site observations and control on a periodic basis or assist your resident archi - tect-engineer . Please feel free to contact us regarding such work as well as for any questions which might arise regarding this report . WilJJ m Cummings l Patrick Kelly WC r k SCK 5 enclosure : Figures 1 -11 cc : Mr . Bill Kubon Van Domelen/Looijenga & Associates TP-3 TP-4 RLDG "A" N a ¢ I Irn � 00 s (D N PLUG "C" i BLDG "B" I TP-2 TP-1 S . W . Hampton —}— Legend : F06 Test Pit Location Approximate Scale 1 " 40' Kelly/StrazerAssociates: Hampton Oaks Site Plan cr««i t*Al cansawts T i g a r d , O r e g o n Jan . , 1980 0-142 . 01 .w �r as ar wr ws •� �r e ' TP-5 I BLDG z cc a A TP-6 i cn m I S.W. 72 AVE. LEGEND: FW TEST PIT LOCATION APPROX NATE SCALE �9 40 Kelly/Strxzer Associates. VARN5 ACRES 51TE PLAN `,Owtv`AJcmu*"`Y' TIGARO, OREGON JAN. I980 0-iy2-�I F I Ca, S' oft grayish brown clay - tw organics (topsoil ) y TP-1 ( Firm to stiff mottled gray & c 1f ! brown slightly clayey SILT , damp to wet , sparce hoots , to (31•c ) 1 " diam. , occ . seepage zones abundant root holes (pin size ) �1Stiff to hard brown fine sandy (SILT ; damp , abundant root -33,3 holes to 1/4" , oc:c . seepage zone , -sl ightly ''m-icaceous ILL M F- a 0 Grading sandier w/depth «, S .y._. Bottom of Tr-st Pit I o — N_ z LEGEND SHELBY TUBE SAMPLE:LOCATION AND NUMBER ® GRAB SAMPLE LOCATION AND NUMBER WATER CONTENT(PERCENT) POCKET PENET ROMETER(TONS PER SQUARE FOOT) FIELD DENSITY TEST(POUNDS PER CUBIC FOOT) > Kelly/StrazerAssoclatesr NALkT71��-4 LOG OF TEST PIT T -- m GeaeCMcN CCVMAM" n V- q W # # _. TP-2 Soft ; clayey SILT w/or anics dark�gra,yish brn��et -t-Qp_SQL1_ —- _. Soft to firm, Mpdiurn brown gra w/mottling , clayey SILT , abun- _ dant roots , root holes to 1/8" lLLLme-r-o _see�a9on�s* S–�'- Firm to stiff , mottling brn . ; fine sandy SILT w/traces of clay , damp , occasiona-1 srrja11 �t roots and pin size root holes �- 12 - inch pocket of subangular x to rounded gravel & cobbles n~ max . size to 4", @ depth 6 feet W v 1� Water level after test pit � . * Softens when exposed , blocky due to desicc tion r, LEGEND USHELBY TUBE SAMPLE LOCATION AND NUMBER GRAB SAMPLE LOCATION AND NUMBER WATER CONTENT(PERCENT) rt POCKET PEN El AOMETER(TONS PER SQUARE FOOT) T^ FIELD DENSITY TEST(POUNDS PER CUBIC FOOT) _ ,��-�7� Ok�S L.OG Or TEST PIT -rP-2 > Kelly/Strazer Assoc latest u&owchv*+Jca"L*X.s `�CgafZT7 I 'rrJ�i IC' O 0 D. O TP-3 Brown SILT (man-made fill ) 0,7 Firm. gray SILT w/trace of c; ay_ . damp , many roots max . size 2 Firm to stiff gray w/ specks of rust (22,2)I SILT w/trace of clay, mar small roots and pin size root holes , numerous zones of seepage . ® S =Z • (2 L.1� 4 Firm , to stiff , brown clayey Uj 6 SILT , mottled with gray , traces of- . S-3 sand , damp - r a U 0 Grades to fine sandy silt exhibited X31'1) some plasticity ib LEGEND 1 I SHELBY TUBE SAMPLE LOCATION AND NUMBER ® GRAB SAMPLE LOCATION AND NUMBER I WATER CONTENT(PERCENT) c POCKET PENETROMETER(TONS PER SQUARE FOOT) j _ r FIELD DENSITY TEST(POUNDS PER CUBIC FOOT) o Kelly/StrazerAssociatesr 4& -kr7rzD l C�.l�� EOG OF TEST FST fi-� r��cun�ir vx. �abGz17 , C�IZ�lal�l Fir, S +w WX MAI MAL �w Dark 'gray, clayey SILT w/; organics TP-4 damp , many roots Firm to stiff, brown & gray 'clayey SILT mottled , damp , numerous zones of seepage , many roots ( 1 /4" max . ) , pin size root holes 3 11 Firm to stiff, •brown w/gray to rust ' w mottl i ng , SILT w/ traces of _. clay & fine sand . Numerous seep- age zones and pin size root holes , occasional small roots LU 6 o Grades to stiff brown fine sandy SILT w/trace of clay , damp , numerous seepage zones and pin size S root hole to .5 � S-'3 I1 ll.6- (26.T) O H LEGEND SHELBY TUBE SAMPLE LOCATION AND NUMBER LLL®111 GRAB SAMPLE LOCATION AND NUMBER WATER CONTENT(PERCENT) POCKET PENETROMETER(TONS PER SQUARE FOOT) T FIELD DENSITY TEST(POUNDS PER CUBIC FOO n m Kelly/5trazerAssociate.sr '�S LOG OF TEST PIT "Tr_'-4-- co4orectw*od ccnsL*,v" �C�/slZT7 I ��EC�l�l�l _O- 142.01 Q C 1!`_ (,r► qW A •W JL s0101L- r qr sir �. se nr Soft , dark gray, fine SILTw/organ- '_rs_ m a r,4x-D-o-tss_d a mp__ t off_so i l p r Stiff , brown sand , ') II-Tw/trace of clay, vertical gray striping7damp) 2 with numerous zones of seepage , scattered roots (max 1 /8 ':) ; pin size root holEs. W ca , = Grades to dark brown sandy SILT a _ occasional coarse gravel , W subangular to rounded (6" max . size ) 0 e ® 5-3 Rapid seepage into bottom of hole 9.6" LEGEND IISHELBY TUBE SAMPLE LOCATION ANn NUMBER ® GRAB SAMPLE LOCATION AND NUMBER WA1ER CONTENT(PERCENT) 0 POCKET PENETROMETER(TONS PER SQUARE FOOT) T FIELD DENSITY TEST(POUNDS PER CUBIC FOOT) Kelly/Strazer Associatesr LOG OF TEST ,A tg8o 0- W4-o% cin_ i TF-6 Soft , dark brown SILT , w/organics damp , man roots . (topsoil , ! 0•3 ® S,1 Soft to firm, brown clayey SILT w/gray blotches , damp , numerous Z zones of seepage , occasional 1 /4" (2L•�) dia . rootsV S-3 Similar to material above but stiff ness As increasing with depth . (78'0) LU 6 5�6 w O I Stiff dark brown clayey SILT , damp , B with cobbles and boulders to 18" max . S-� Very rapid seepage into pit at �d bottom LEGEND SHELBY TUBE SAMPLE LOCATION AND NUMBER CRAB SAMPLE LOCATION AND NUMBER ( WATER CONTENT(PERCENT) a POCKET PENETROMETER(TONS PER SQUARE FOOT) T— FIELD DENSITY TEST(POLINDS PER CUBIC FOOT) Kelly/StrazerAsscxlatesr /•4f �LE-�7 ?Z�� LOG OF TEST PIT-fes Cc] ` eec*ecn kal Ccim*rrxs _TI G�s_� �7 l M�+ fps �8o U-- 143•o FI(._ 135 -- STANOARO AA;HO (AASHO T 99-10, ASTM 0 698-10) . . . . . .. . . .. : . . . . . : MODIFIED AASHO 130 (AASHC T 180-10, ASTM D 1551-10) : : ; ; . . ; ; , : : ; : ; (�—� METHOD A - 4-INCH MOLD 125MATERIAL PASSING N0.4 SIEVE . . . . . . . . . . . . . . . . . . . . . . . . ; ; ;: : : ; : � • IAME1H00 B - 6-INCH MOLD FiATFRIAL PASSING NOA SIF.VF 120 :.�,_w o ` r METH00 C - 4-INCH MOLD I L ' MATERIAL PASSIKG 3;-INCH SIEVE cc : : : : : :i :' . . . . . . (�' , METHOD D - 6-INCH MOLD 115 _ _.._.__. _ _ ..._. U MATERIAL PASSING ";-INCH SIEVE . . . .. . . . . . . . cm 110 LAJ : . . . . : . .. .. 105 :,.;.�:. �G•Pi Cm :cc _: .� _ :.: _.......: _......: mo 95 90 . : . .: . . . : . . . .= : . . . : : . : . : . . : . . . . . . \ 85 : : . . . . . . . . . . . . . . . . . . . . . . . 0 10 15 20 25 30 35 NATER CONTENT IN PERCENT �a-r�� cn►.rt'c.►.► IST"�IT '1�-�- Tf%ST 121fi '?p-Z Kelly/StrazerAssociates `� `p '� `I' -;T� ,, CRcttM hnK�I C.riwlt•.rNS ��4'�'1�V ( v�+"`•"`'�� Iq D C�- 142•cl FIG. `� 135 STANIiiARO AASHO (AASHO T 39-70, ASTM 0 698-70) MODIFIED AASHO C—�130 (AASHO T 180-70, ASTM 0 1557-70) METHOD A - 4-INCH MOLD . .. . . . . . . . . . 125 . . . . . . . MATERIAL PASSINn NOA SIEVE : ;; ;: : : ; : : : ; : ; : : ; I– � METHOD 8 - 6-INCH MOLD MATERIAL PASSING NOA SIEVE 120 C� THOO C - 4-INCH MOLD . . . . . . . . , ME . .. MATERIAL PASSING %-INCH SIEVE ao C-3 . . . . . . . . . . . . . . . . . . . . . . 115 METHOD 0 - 6-INCH MOLD cc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . .. . . . m . I . . . . . . . . . . . . .. . . . . . . : . * , , * MATERIAL PASSING %-INCH SIEVE . .. . . . . . .. . . . . . . . . . . . . . . . . VIA cm CL. 110 m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I . . . , . . . : . . . . . . . . . . . cm .. . . . . . . . . . . . . . . _Y. . . . . . . . . . . . . . . . 105 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3c . . . . . . cr . . . . . . . . . . . . . . . . C3 . . . log . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . .. . . . . go . . . . .. . .L. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . 1 . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 . . . . . . . . . .L . . . . . . 0 5 .10 15 20 25 30 35 WATER CONTENT IN PERCENT Kel ly St ra zer A ssoc lates Cjem4 1w*A1 Con-AIIIAN% G, x- i4-1,oi FIG. I a o g •d^ L►. a ----- �— I�.Y�1'� IJP IrJ (,s�Q,A�2l� W� < 2%f I l� �• -- --- F I v(Yr1Z �A'P5�1 L� i Kelly/Stra7er Associates,�a`�'^�j ►�t�l ��/AIZ�I�Li �.�7��1� ��l� FIG. I ow ow w SW 67 rN AVE O iVOR TH • O h I 3 a � e � o � 41 _l IL ob LA 'y I •4 0 e y I I 5 1 E R E U o u-r&(o o Z '4 B2 1 ypFt( FESSIONAL SURVCY Gf LOTS r i-} "/B i 13 -3/, RLoCk3� [ti'lhy40 S11PVEYOR NE/6NT$ ` — NE !ii Sfcrio�y /, - �- cG_TOk G a vN TY. OR SCAL[ DRAWN 2 FcR CONDARI ,DEV6L0PRFvr O A F G N /+rSL1, AtvistD WPUK 0. SHAPIRU SNAP/fin r ASSa /,g; ES Pf/ ,Z 97 ------ ------ X73 n SIN S K Y L /NF 8 vr� 3r7z.x/ DAT[ TAPPROViko g• 7 4 -5 67 TN A `✓E Q) IVORTH oo ru • G a o - - -- - �, r r 4 0 0 - - -- -1 4' y o I 3 A n L I LA GO 5oUrrr 2 � B,2 ' E p SURVGY Of LOTS /q -/g i 23 -3/ SL�CK3�¢ "WEST' PogrL,FNO 'IAL HE/6NTS ` — NE Y� SECT/o/y /� 7 Z S, R. / W W/y EYOR 1Nc� �'O�y G ovNTY. O ■CAIa DRAWN a♦ fO,Q CUNQA,QI U�VC� �P��ENT so� Ravoeao---- APIRO SNAP�l�'v ASsa c 1�T�S Pf/ ,Z 9>- 98Q3 173 0 S W S K Y L /NE 3 VD 77z z i OATi A►►I.Ov-D ar 0RA1►I..G HUMMER f sEor/n 7 9 F. SA Se ".r aye .� ..� •s 26 SITE PLAN �"!'- ,• /i- •/' •✓t 9, '-"�:r /•�7� i �-i t�,'�1� ---A ter. �� i ' 1 G C.iUC! Q ce►rtI \ i -J7 fp • i • I • , ;;---ter----•-- S. �'� r. ,..t. _ oo or, `, s b' , ...''r �\X11 •' •. '�, • ' ��' •: ��. 10 Ctle.at/T) � (A.o HWviWaP ,C-4~ S !RIZWVVticx) 7j-4 RIMNEAK" STAFF REPORT/SITE DESIGN RI:VIP.W City of Tigard 12420 SW stain Street DeeemY-r 21, 1979 DOCKET: Site Design Revir!w SDY. 63-79, Hampton Cat's Office Park/Cundari Develo ,tint Coo-pany APPLICANT: Mr. Jerry Cunrlari OW1,ER: Satre 222 SW Harrison, GA-8 'Portland, Oregon 972.01 SITE LOCATION: N. of Hampton between 66th and 67th (Wash. Co. Tax t•tap 2SI IAD, Tax Lots 300, 400, 500 and part of 600) SITE DESI:;NATION: C-P "Commercial Professional" Zone, NPO 04 PARKING REQUIRED: One 0.) space pez 350 square feet. Total area proposed 20,690. Sixtv (60) spaces provided. PREVIOUS ACTION: Reference Zone Change , ZC 34-79, Cundari Develcpment. SITE PLAN/DF.S'GN REVIEW COMMENTS: Staff recommends approval of the proposed plans as submitted with the `0 -lowi. conditions: 1. Retention of large site trees as appropriate. Be judicious . 2. Conditions of Zone Change , 34-79 to be adhered to. r Prepared and approved by "G>17 *'g" 51 rPc for NOTE: This acknowledgement mL-1-1 be igned 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 issi:ance of Building P rmits "r engineering approval. L� h AA gnat _ Date Special ;;ate: Action of the Planning Director is final unless notification of appeal to the Planning Corrmiss.ion is filed with the City Pecor•ler within twenty (20) days of the Planning Director's A,-:tion. Staff Co:z:.ent: As the Planning Director, I would i:�,rsonally ] ike to corpliTcnt you on your attention to detail follo•.�;ing our -initial relative tc ~.._ project. 'f we could afford Blue F.Minc,:s - yoi, w-0,1 be at the top of the list. Well 50:,e. Page I of 2 wr W CI y OF T IGA RD P.O. Box 23397 12430 S.W. Main Tigard, Oregon 97223 December 20, 1979 Mr. Jerry Cundari 222 SW Harrison, Suite GA 8 Portland, Oregon 97201 Reference: Zoi e Charge ZC 34-79 Dear Mr. Cundari: The Tigard Planning Co=rLiSsion on December 11, 1979, has voted to recom-:.end to t_ne City Council that the above referenced project be approved subject to the follo��i_ng conditions: 1. 'Flat 0-'rneL reC:SiVe Site CS?Slr1 :;e"a1 a:JrnL'al prior to iSSUance Of Building =ermit. 2. That Tax Lots 300, 4.00, 5C0 and the sou`'e- portion of 600 (Tax �!ap 2S1 LRD) be consolidated crier to issuance of Ruilc'*ly Per�-ita ar t*e buildings on the plan muse be relocated. tAyA"- 3. No Occucancy Permits shall be issued until all conditions pla-•ed ugca this develOPment by the City of Ti?rd have teen satisfied --nd Lns_o.-":i,'9 verifying this have been carried out by the appropriate depar-ro 4. No changes will be made to approL-d plar.s or speci icaticns =less fon,-.,j application is made to the appropriate City dep_rtllent 2nd cha-iges aru arprcvAd by fiat departzent. Application for chanSes will be made in writing and shall include applicable dr -w-i1gs. I 5. C:Jnstr']^_t_iOn plans --�n all public rig .-o°- :ajs shall be su!Dritted and a_ roved by the Pudic iti.^.rks Direct:;r prior t0 c.7L_:rence:i"nt Of worX. 6. P'-:!�,llc water Ser---ice and sznitarj sr__Jice S fall be installed to this si.``? Prior to the- Lssu2.nce of a Ruild_ing pe^'L' 't. 7. All existing Or proocs93 ut_lities Shall b!? 01ace3 LLn_ ;zr71L^.d, 5t_eat lighting installations shall be a.arotied by the Public Works Dire^tc_, S. Na Bui?.ding Per-mit shall be issued until t . e__iratic-L Or tyle twenty day acz:e li period i'rum t? e date Ot a_p r •:al. 9. Ir,provsment3 may be bc,r.d-�i _ _or to iss anca or Building Per-.- t . s 1 This recommendation has been written in ordinance form and will be considered by the City Council at its January 28, 1980 meeting, Fowler Junior High school, Lecture Roor,, 10865 SW Walnut Street, 7:30 P.M. At that tir , the City Council has the following options: approve, modify, deny, re^and back to the Planning Co Gsicz or determine to hold a hearing en the record established at the Pla-ening CoirTission, No additional testimony will be ta3cen by the Council at its rraetinq. You will be provided written notice of the COUnCil's action. #nq _rd Director Alietc ends, NCTE: This acknowledge -ont taus_ be sic,-ea and returned A Pla:-min Ce d to the City OF Boar,, q pa r',.�nt. Failure to return this acro«led a�=rt �+i11 result in no frirt�.her acticn an this - - project with reyaras to iss�a_. Permits, or ngizee c- oL 9uilai rq y epor.oval. Da to --—---—_—___------ Sphcial Note: Action of the planning COISMiSsion is final unless notification of appeal to the Planning G:)ra,ussion is filed with the Cit Pecorde (20) days of the Planning Commission action, y r within twenty I 100P F.IhAI.t UF COMME;S:O(fA�tis��z�PC[—PIANS Etvir! sICTION NOTICE OF PLANS REVIEW < ' :SI:bdR`Sftt��A2'l;Y.h7�: .tSia►�tlxY•04 ,:• BUILDINGS "Act "1St' 8, "C" THIS IS NOT A AUllt)IVO PlsMlh C•- j:: 'Building HAMPTON OAKS_6FFICE PA__RK_s 67TH & SW HAMPTON, 't'l(hitU_ No. 80-246_ Gilding Address County __WASHINGTON Occupancy 2 OFpICE_ COntt. V_N SUVnd value $754,000.__ Pl", »54.Nf Architect FEETC_1�1rR INC�,�AR�& A�SOC_ Now eidg.)ff Addition ❑ Alteration J Date Received 3IABOJ i/.11/80 VEI Owner _CUNDARI DEVELOPMENT _ Address 222 SW HARRISON1PORTLAND pate Reviewed —M " 80 . ... APPROX �. Sfales 2 _ Area M111i NIS_ Attle 3-.FEET/- NOTED Fire wall%.._ NI..S._ Fire Escapes _-_ �_ Exits _L__/__JL5-_.__ A Main Flr. eas.ment Mi. Stops Tot L. -th $faln 10 / L.5- Vert. Shahs 4 UTIL�M NL Sprinklers X�/.__"! Iden. Alarm NLS s.v. Clow Closed No Vet Area Covered I 1 s�» for ,.� I'll. N/S r Mt. Def. _NIS /__/___- Floor _.WOOD_ Ceiling .A1"GW_B_ Root BLT_UPStr. Members, 'AtQOD_ v,f Ckn!__D No Type S Area Covd. N S CEN ON . Will cover MWIkU7UU T Mtr. rm. encl. _._�._� Type flue _�.___ type Htg. System Fuel 4S _ t 1 Eqt. Int. r---- a�a The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregor ad-nin- istered by this office. Items No. - ___ 4,__1.1, 13, checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into �•i The project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or ? oversights by this office or of noncompliance with any applicahle requlalions of local government. ...3 REMARKS: _a)_Tff1_S_ FLRE AND LIFE SAFETY REVIEW IS BASED ON THE REQUIREMENTS OF THE O.U.B.C. 1.r- OREGON UNIFORM BUILDING CODE 1976 EDITION FOR A PROJECT LOCATED IN FIRE 20�E N0. T. Ir 4 `' b THIS REVIEW CONSIDERS BUILDINGS "Atte "B" AND "CIO AS PORTIONS OF ONE BUILDING. THERE- FORE.t A PROPERTY LINE NEED NOT BE ASSUMED BETWEEN THESE_BUI LDINGS PERMITTING ADJACENT EXTERIOR WALLS TO BE OF UNPROTECTED CONSTRUCTION WITH_UNPROTECTED OPENINGS. _ PAGE 1 of 3 APP ,Examined by!GEORGE BBRNLOEHR,�as��, Copies to: �dCANT_FI_LE_2DEPUTY,SFl,OWdER,BLDG.DEPT,FIRE DPET.tELEC._ ' POS-2 r. -- - — Sa•:t15aS Bte I i 1 I R+ �I► � uhf � wt � ei I'S 1 CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT _ r DATE:_L 11_� - AMOUNTS /) /i J;��1 ,' r f r ___DOLLARS NAME: _&:��ch C z-f. 4 �r _ CASH• ADDRESS�r/�� c� S c. %f�2 t -;ir+ 'i //fir✓ CHECK OF FOR: ACCT. 0 PERMITS SURCHARGE AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 PLUMBII IG PERMIT 05-332 MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 -_- SEWER INSPECTION 40-365 -- SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 21-- - TOTALS RECEIVED BY. . PERMIT NUMBERS ASSIGNED: ~� Number Amount Number Amount Number Amount RECEIPT 0 4 2 51 r � CITY OF TIGARD-12420 S.W.MAIN-TIGARD,OREGON 97223 RECEIPT _ DATE: _-_ __-._ AMOUNT: $_�S '' SZ._______ NAME: - _s_(LQJ_' . CASH:tA --.---- ADDRESS:---L ('` _��r� � �- - CH[CK..--- U / OF FOR: _ _ _ _ - ACCT. / PERMITS SURCHARGE _AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 _ PLUMBING PERMIT 05-332 _ $ MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV. CHARGE #2 30-368 70NING ADJUSTMENTS 05-362 TOT 4�-5 RECEIVED BY PERMIT NUMBERS ASSIGNED: Number Amount Number -Amount I Number Amount S �3712 _ s- -- - S- - --- RECEIPT • 3185 CIO- CITY OF TIGARD-12420 S.W.MAIN-TIGARD,OREGON 97223 elpA // RECEIPT DATE:._ L a -. ---AMOUNT: $ f&'P DOLLARS NAME: CASH- ADDRESS:- CUt�I��, � --� CHECY, --_ MO.: --- -- 0 OF FOR: ACCT. 0 PERMITS SURCHARGE AMOUNT SEWER BILLINGS 40-364 $ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGL 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV CHARGE #2 30-368 Z NING ADJUSTMENTS 05-362 D263 -7 _ TOTALS RECEIVED BY. �� —-- -------- -_---- PERMIT NUMBERS fSIfiWEDs A — Number_ Amount Number Amopint Numb► Amount ---- -- ---- $ -- -- $ — 5--- — $ -- S– $ --- — S— --- --- - $- -- -- -- $— -- $ — RECEIPT 0 4656 ,ir ate International Conference of Building officials Report No. 1416 RESEARCH COMMITTEE REPORT December. p980 Filing Category: FIRE-RESISTIVE CONSTRUCTION—Gypsum Wallboard VAUGHAN WALLS—USG GYPSUM PANELS exceed 12 feet. The wall consists of outer plies 4a-inch-thick dt ALUMINUM FIRE DOOR FRAMES SHEETROCK FIRECODE Gypsum panels stapled and laminated UNITED STATES GYPSUM COMPANY to a vertical 1-inch-thick gypsum core board spacer strips approx- imately 6 inches wide. Core board spacer strips are instdied 24 620 NORTH BRAND BOULEVARD) inches on center with the 48-inch face sheets instal!ed such that GLENDALE, CALIFORNIA 91203 each vertical edge aligns with the center of the face of 1-int,;, core hoard spacer strips, horty-eight-inch face sheets are staggerer24 I. Subject: Vaughan Walk—USG Cylnum Panels and Alumi- inches from one side to the opposite. num Fire Door Frames. Face plies arc held to core board spacer strips with No. 16 gauge 11. Description: A. One-hour Fire-resistive, 2!4-inch-thick, 24- %wire staples 1's fucht,s Inng with ,',.-inch crown and Vaughan inch to 30-inch-wide, Solid or Chased series 700!900 Vaughan brand W-29(X) adhesive. Adhesive is applied to one face of the Wali. 1 he 24-inch- to 30-inch-%%ide solid or chased wail panels are I-inch core board strips opposite the fact,joint. Staples at 6 inches of three-ply joh-lamntaled, tongue-and-groove edge cooslraction, on cenler are applied through each vertical edge of face sheets into having a total thickness of 211 inches, file pa:tit+un hc,stht shall the I-inch core(ward strips and also through the 1-inch core board not e%c•eed 12 feet. 'f he p;encls consist of unto plies of N-inch- strips into the vertical center line of each 48-inch hue sheet. thick S1IELTHOCK FIRECODL: c.ypsum panels laminated to it Ceiling runners shall be as described in paragraph A-1 above. solid inner core of I-inch-thick gypsum cureboard or to vertical Floor runners may be as described above for file one-hour $'4- I-inch-thick gypsum core board spacer strips. For the solid panels, the core board is Offset with respect to the otgvr plies to form 1'4- inch-thick walls, or shill[ consist of a 0(6.3-T5 e%truded aluminum inch-deep tougue•and-groove joints along the vertical edges. For %c'-lion .(147 inch thick with twin protnasions approsimalcly I inch the chased panels the tongue and groove is formed by insetting a apart. Fastener% shall be as in previous runners. 5.!x-Inch-wile piece of core board I'v inches to form the groove C.One-hour Fire-resistive 2!g-inch-thick 24-inch to 30-inch-wide on one edge of the panel,land by installing a 0'x-inch piece of Coro. Chased 2900-24-:10 Vaughan Wall: The 34-inch to 30-inch ch.iscd board so that it projects 1'4 inches he)und the outer plies lis form wall panels ,ire of three-pl2 pub stapled and huninated con,tructiun the tongue on the other edge of the panel. The faces of the pro- having a total thickness u( 2'4 inchc s. The partition height shall trading tongue are factor? tapered lis permit easy insertion during not exceed 12 feet. The wall consists of outer plies of apt-inch- wall erection. The facet, plies arefield aminated to the core board thick StIF.ETROCK FIP.rCODE Gyp%om panels stapled and using Vaughan W-300 Adhesive at the rate of one gallon per 270 laminated to vertical [•inch-thick gypsum core hoard spacer strips square feet of contact arca. The wall panels are supported in the llpitroximately 6 inches %%-file. Core board spacertops are in- field by means of contimtuus floor and ceiling runners as follows: stalled to form a tongue and groove the same as chased panels as 1. The ceiling runners for this and the following assemblies may described in paragraph A above. be as follows: (a) For all 2!i-inch-thick partitions: Any one of Fact- plies are held to core board %pacer strips by using No.18 three extruded one-piece aluminum channel-shaped ceiling runners mange wire staples 11,k %aches long with --.-inch crown and designated as 740-A (212•inch wide with 1!2-;nch leg), 959-A Vaughan4 brand 11'-2900 adhesive. (21i-inch wide with ;.:-inch let;[ or 2959A (2,',i-inch wide with Adhesive is applied to both faces of I-Inch core hoard sld s, I lila-inch leg) art, attached with approved fasteners at maximum tint tint on the 1',-inch proievtion beyond the outer plies. Staples 48-inch centers. Cnntintinn% grooves e%trude•d into the inside top at 12 inches art• applied through all vertical edges of lace plies of the ceiling runners receivea snap-in insert, D'art 700-A-3 acting into the I-inch core hoard strips. as an interior goidt, lar spacers. This insert and the legs of the veil- Ceiling runners and floor runners shall be as in the 214-inch• ing runner pro%itic .a chunncl to resltain the top end of the panels, thick Vaughan Wall. Insert 760-A•3 (,t boat-shaped aluminum vonasion 11,! inches deep, I inch %wide by 8 inchc% Inng %with an a ppru%fmatt 'm-inch D. One-hour Fire-resistive 331-inch- or 5!4-inch-thick 1700/ opening at top In snap into roove% estruded' in runners) is in- 1900 Series Vaughan Wall: The 48-inch wide sit-inch SHEET.stalled %%ithin 1 font of the encs and repeated at maximum 48-inch HOCK FIIiECODE Gypsum panels arc sere%% applied horizontally intervals along entire top r:nner. or vertically to 2!2- or 4-inch No. 25 gauge %tee[ .tads which are (b) For the 3-inch performance wall: lather of two one-piece spaced a maximum of 24 inches on center. Sere%%, mus► he USG extruded aluminum ch•unu I-shaped ceiling mmners designated as [-inch Type S no N inch cenler% at vertical joints and 12 inches 740-A•3 (3a;-inch wide with it I'4e-inch Ieg) or 959A.3 (3d',-inch on center in the field. Panel joint must I* Offset 24 Inches from wide with a 1,!-Inch les;) are attached with approved fasteners to those in oppo%ite face. Tap and bottom tracks are 2'.'s-inch or the ceiling construction at maximum 48-inch centers. The 780-A-3 4-inch No. 25 gunge runner track. snap-in insert is fnstallc•d as above. Ceilln��, trim may lie one {piece extruded alurrinum channel shapes I&-lignated as: 1740A (4,inch inch wide with a 114-inch leg) 2. The floor runners may be either of the following: or 1740A-525 (5,1,-inch wide with it I%-inch leg)-- 17(X) Series; (a)A modified No. IN matt cc %feel channel section and I'4-inch- and 1959A (3'4 a �,-inch wide with 1 -inch leg)or 1959A•535(5,'. wide, No. 16 mange steel e1tsutc plate, the %ame as file ceiling Inch%vide with a I,..-in(h leg)— 19(XI Series. runner haled ,above, are in%talled with to 2,1, inch-wide piece of This system is identical to the one de wribed under item WP 1200 %.inch-thick gypsum panel laid flat in the channel, upon which in the Cyp%um Association Fire-Rest%once Dc%ign Manual except the Vaughan Wall panels rest. for the trim%. Steel %had% mo%; comply with the dc%cription set (b) An corltcled 6063-T5 alumimim channel-shaped section, forth in Report No. 1497. 1 inch wide %%ith ,..-inch-high legs,over which tic Vaughan \1.,11 (Nonrated 17(X)/19(x) Series: Assembly fs basicalh as ahme ex. panel element% are %lipped for lateral restraint, f% fa%Icned with rept that %-inch Regolar Core gyp%om panels ma%Ite used Field approved fa%teners et ,t maximum spacing of 24 inches on center. and vertical joint 1-inch Type S se•rews may be 1 f inches on c•en- After the panels are a reeled,all "Y'joint%between vertical panel ler. In lieu of No. 25 gauge top steel runner track, a spring steel joints arc filled and %%iped using USG Jnint Compound System. retainer clip may he engaged in the top of the stud to hold shad B. One Hour Fire-re%isti%e Pi-Inch-thick 48-inch-wide Chased in extruded aluminum channel until the gypsum panel f% installed) 2900 Vaughan Wall: The 4N-inch-witle chased wall pan,1% are of Maximum height of either rated or nonrated a%sembly shall be three-ply joh-%tapled anti laminated %tal!gered c•on%trnction having 19 feet 5 Inches with the 2'h-inch stud and 18 feet 5 inches with a total thickness of 2'4 inches. The partition height %hall not the 4-inch stud. Pegs t of 3 "s! wit -' awt i �• 71r ^+4r �#a Page 2 of 3 RepoFt No. 14816 E. Nonrated 24-inch-thick 24-inch- to 30.inch-wide Chased Veughau 2800 NA Wall: The 24-inch w 30-inch chased wall anus • Prr'ximately 1 inch apart and 0 inch high which extend along are of three-ply job stapled and laminated construction having a eo!�° center line and act as interior guides or spacers within total thickness of 2% inches. The partition height shall not exceed grooves of the Vaughan Wan panels. The floor, ceiling r2 feet. The wan consists of outer piles of 4fu inch-thick regular end tide runners are fastened to the surrounding construction by core gypsum panels stapled and )nmes of to vertical 1 loch- APPmved fasteners spaced a maximum of 38 inches on center. thick ggyyppsum core board spacer strips approximately 0 Inches wide. After the ppanels aro erected, an cracks between vertical panel Core board spacer strips are nstalled 24 inches or 3(1 inches on fonts are Oned and wiped using U. S. C center with face plies installed such that each vertical edge aligns Compound. The construction as described is assi Company font with the center of the face of the 1•lncJr rare vara gins fire-resistive rating. geed a one• our Face plies aro held to core board spacer strips by usin; No,19 H. Aluminum Door Frame— gaa wire st�npplea 155 echos to with A-inch crown and Vaughan assetrrhly consists of a 0003-T5 %-inch-fourths-hour extruded aaluminum Wall brand -.2" adhesive. A�lye is applied to both faces of door frame for use in connection s ith the 2'1-inch-thick 24-inch- )-inch core board strips and staples at 24 inches on center are to 30-inch-wide solid or chases Vaughan Wells applied throe h all verticad edges of face lies into the 1-inch core described. Transom construction consisting cf an element ideny board strips. g g P tical in construction to the installed fire door, is utilised to cam_ Ucdingg and floor runners shall be as described in Paragraph At Uoere ant Installation for the is of an height the wall The N full t per- and A2 for the 700/900 Vaughan Well, thickness, which hast F54 continuous stop element with an eatraded . Nonrated Vaughan Sound Wan 3% Inches Thick 2900-SW: vinyl route. This section, extending 1inches along the fac,, of cnnstntction buying a 1 he 24-inch to 30-inch wall psnels are of stapled anu� laminated the s all, Is Placed over one corner of the jamb openng, with a total thickness of 3% inches. The partition second L-shaped extorsion lapped over it to enclave the other heir{ht shall not exceed 10 feet. The wan consists of outer plies corner of the jamb o ring. One-inch-diameter b 4-inch-long of hr•inch-thick regular core gypsum pnnels stapled and lam- wood dowels are drilled and glued into the ed�gge of the door open- inated to vertical I-inch-thick gypsum care boardpp spacerstripsIng core board element. No. 8 by 155-iuch-long flat head sheet erected in aluminum -Approximatwo tely 6 Inches wide.endent rows !6ch core board spa a ntrl I are metal screws are used to fasten the la d or jamb to each dowel. The woad dowels for each jamb rtion of ear! spaced 30 inches on center with face plies lnAaned such that each vertical aO that they are located 2 inches above and below the center and r dge aligns •with the center of the face of the 1-irch core board top dour hinges, 2 inches above the bottom hinge and at the center spacer strips. Face Plies are held to 1-inch core boa.:spacer strips of the transom by using.No. 10 gnu a wire sts les 15y inches long wdc ristnch Panel. The jamb sections themselves are attached g p to the floor runners by means of No. 0 by I-inch-long sheet metal crown And Vaughan brand Vt-2900 adhesive. screws. The top end of the jamb members are attached to the ceil- ing runners by means of %-inch by 155-inch by I7Ar-Inch alumi- spacer stop and applied et a inches on center are Inchapplied throe num angles fastened to the jambs with two No. 0 by )•inch sheet all vertical edges ill of face plies into the 1-inch core Isoard spacer meta! screws and o the ceiling runners with two No. 0 by SS.lnch stops. sheet metal screws. The transom panel is attached to the door The ceiling runners consist of one-piece channel•shaPed Jamb by to the(ceiling runne by 155"nch screws each Jamb and extruded aluminum as described n 11•A-1 for the 2sshaped unu- Vaughan Walls, but providing a 344-loch net panel width.The Boor 1. Aluminum Door Frame-- runners consist of a W63•T5 exhud-i aluminum section .002 inch 20-minute Hating; The assembly thick minimum, 2% inches wide, with receptacles fon clips. Four- num for u en in extruded conjunction with walls or of n orn�i�nrum012tv1inch Four- inch minimum aluminum clips are instaUed in ceiling and floor thickness. The frames are extruded in a minimum 0.075 thickness, runners at each 1-inch core board spacer strip.One and one-quarter- excluding trim sections, end are suitable for use with approved inch long sheet meta; or drywall screws are Installed through the ridor doors in sizes up to a maximum of 3 feet widd 9 feet 1-inch Dore board spacer strips into the floor runner clips. high for singles and 8 feet wide h r Eight A low density fiberglass insulating blanket 1 Inch thick is in- hypes of frames are used, namely-�705A'7t6Anse mess, 905A-906A stalled continuously between the two halves of wall panels. Thr series,935A,2725A,2925A, 1725A, 1825A and 1925A,res insulation is sta led b 1-inch cors Ironed and o the inside of face respectively. The B05A-NOOA series frames consist of)•sheFkd extorsions with plica using hall staples tilt inch long with A-inch crown. a continuous stop !lament and an extruded vinyl mute. This sec- Tuo-inch-long, 1L5-inch by 155-inch closed cell neoprene stif- tion is combined with an aluminum clip whic�i as a unit is de- I:v ccs are installed at mid-point of alternate core board spacer strips. signed to !rep around the .vale. The frames are attached to the wall using 2%-nth-long No. 10 through bolts spacei 24 inches G. One-hour 2 -resistive Three-inch-thick Vaughur Perfor- are aton tached lURthe basic um J ssecdnn with N0 0 sheet et a thickness mance w ally The units to 30-inch job laminated tonguf- and- spaced 24 inche,; on center to form mortise hardware reinforrirgs. imttegroove wall panel units consist of two Identical facing psnels sup- The 938., ser,es frau'Ic is similar to the 905A series, witlr the putted along the top and bottom edges b• means of contir•uous metal channels with a minimum overall wall thickness of 3 inches, exception that the basic ;-a••�a fhe Partition height shell not exceed l2 feet. Each face element previously described c roe is or No. eslruslon. tai s r the lie partition of a 1 eight Shan r panel made feet laminating fa element No 8 sefr metal screws span d 24 inches on center are each to anchor the frame. U-shaped thick SNEETROCK FIAECODE C Mtn Pieces are snapppeed over each leg of the basic frame to cover thick Baxboard Regular gystrn nets panels to the 44•inch- fastener head;. (iuthwere reinforcing is the same as for the 9115A offset to forma 114_ Panels with the 44•inch board faste,, ♦ inch ton(tue at one end and a 15t-inch groove at the other end. A 0-inch-wide piece of SS-Inch-thiels core board Is installed along each edge of the panel by lamnating it to the The constr tion. 1725A,alllU shaped exhusions and ncor- Mfr-Inch board thus completing the IS1t-nrh•thlck similar construction. They laminating is done using Vau ban W Panel. The porate a continuous stop element with an extruded vinyl mute. g B 300 Adheslve at the rate of rhe frames 'ave reinforcing members that extend into the wall 7-'t1 square feet of contact area Per gallon of adhesive. cavity to provic;e for anchorage and to reinforce hardware Joca- The ceiling runners c>orsist of one piece tions The frames are suitable for use with iaminated inided aluminum as described in II-A-1 for the channel-shaped Neel stud partitions in conjunction with a gypsum or r- allsonsi but providing a 3-inch net oral width. The finer runner dooricicrt areorequired to have a minimum latch throw 0( 44te1 h• consists of 9003-TS extruded alto• vn section, 0,050 Inch thick. The frames are per Spretpared olon ihrecle e!1 tiiilatchpairof 45io by J4 Inch 3 Inches wide and � inch high reit. twin tprf".Wte pMbMWoos steel hinges, IME 1W jL _ .! �MS I Paige 3 of 3 Repot No. 1496 J. Identification:'file wall p:uo•I and gypsurn wallboard outer 0ic. tried In the 1979 Uniform BuileAng Code!or use as a noncombustible, are 'identified by the imprinte I words,'VAUGHAN WALLS F IIAE nonbearing wait having a fire-resistive rating as indicated, provided COUP: FACE PANEL"on the back of the board, and are stamped that the walls do not contain btrizontal joints. midpoint on one long edge. The 1-inch cure board is stamped That the three-fourths-hour Vaughan aluminum door frame is re- midpotnt on one edge with the words, "VAUGHAN WALLS– c tial for use where a three-fourths-hour fire door fame Is rc- TRAUEI�1ARh OF VAUCHAM1 INTERIOR WALLS. INC." gjnd providcel that each frame is Identl0ed by an Underwriter "The 45-minute door frames ,�n• identified by a hibel issuers by Laboratories Inc.label. t'nder%%iter. Lahoratnrie., Inc. (AA-5_3) That the aluminum door frame with a 20-minute rating is for use The :.0-minute door frames are identified l,y it label containing under Section 3304 th1 of the(ode,subject to the following conditions: the manufacturer's name, the ICAO report number, the 411-minute rating, the name of the inspection agency and the-type of partitions I. The fames are used In steel stud or laminated gypsum wall- in %inch installation is permitted. board construction.For installation in woo–or masonry walls, approved details showing equivalent anchorage is furnished to Ill. Evidence Submitted: Repore of fire tests conducted U.B.C. the building official. Standards No. 43-1 and 43-2, dnnsA i, and quality MIAMI manual 2. The homes ore produced under a quality cont--I program with are submitted. Inspec0onsbyythe 7MiningLaboratories or south•rnCalifornia. Findings Inc.,IAA-!i IV Findings: That the Vaughan Walls—USG gypsum panels de- scribed In this report are alternate types of construction to that spec- This report is subject to annual re-examination. Special Details Effective 2-781 Page 12 Suggested 1-Hr. Sidelight For Interpolation By Local Code Officials —__ 959 Ceiling _ Line -- J —�— 922 710 — 20 Ga. Steel Channel Insert Head — Wire Glass 20 Ga Steel Angle 914 Insert Cti0 907 21/4" Steel 61 Channel Sill And Base (As Required) SCALE a HALF FULL 312E This design and drawing ie the Property of Vaughan Walls.Inc and snap not" reoroducled in any manner whateoWsr without the prior consent or the owner In wrfling Copyright 1011,by Vaughan Walls.Inc ProtetlM by Pending Patent Form No 1071 Vaughan Walls, Inc. 1 P.O. Box 685181 Indianapolis, IN 46268 13171299-0070 700 Series Panel & Joint Detail 1 2'/4" Chased Wall •""T""' • Effective 2-78/Page 3 UNITIZED PANEL 1-114" 24" or 30" 10 �— Electrical & telephone circuits carried vertically in chaseway 21/4" Chased Panel Sound Rating: 37 STC V' Joint 0 • bo e o s _. Joint Detail 'n,a design and drawing Is the uroperty of 4aughan Wplle.Inc r td shall nit be reproduced In any manner whataoWer Or manufartured by other,wlthoVi the prior consent of the Owner in writing copy'Ight 1978,by Vaughan Walls,In. Protected by Pending Patent Form No 1011 Vaughan Wells, Inc. I P.O. Box 685181 Indianapolis, IN 46268 13171299-0070 XAWXN 700N00 Serlea 21/," Chased Walls M01�gt1an VNORl1, UNITIZED OVA4LE PANEL 901% To 1C4% MoAB E SALVAGEABLE A D Eli ABLE .'r. •�� : �- •j,r • Panel relocates as complete unit - Minimum loss susceptibility a Minimum damage susceptibility t` •.` ? ' i - Sound controlling (<)7 STC) '-' >t•" t a 1-hour fire rating •� "..f'' a Electrical or telephone In noncombustible chase ,K;: :�'.c.' .:4.• ., + Finishes: —Type I or Type II fabric•bac4d vinyl "Woodwrap"Ty real veneers —Vinyl Film ISOMETRIC r Scale: None ?'%[@ deelgn end emwlnq IS the property of Vaughan Wtlle,Inc and U,e11 not W reproduced In any mannsr whateow w or manvraclured by others w,llg./t IM pnor corwM d 1'10 owner In writing.Copyright 197t;by Veugnan Wtlle,Inc.Protected by Penpry fret. Perm No.M Vaughan Walla, Inc. f P.O. Box e1999 I Indianapolis, IN 402891317199.0070 Voughw%lls. Floor s Ce►Iir,g Runner Details 1 21/4" Chased Wan 700 Series Effective 2-78/Page 4 118" x 112" Compressed Owwrethano Seal (typical) 2-112" Suitable Fasteners Typical CIL 1� I - 74 — 722 r 2-1!4" 118 1yp. �i �{ Typical Use on Partial Height Walls C�> l � r 2 Ceiling Runner Cap 1!4" typical l — Ceiling Snap-on Rigid Vinyl • ° Line Base - -- t (2112" - VB25; 723 Column v Og 4" - V840) c—_° i aBuilding ' (J ll ^ 792 Carpet Use over core walls 792 can be formed with and columns, etc. 114", 112" or 314" teeth 3Floor Runner and Base (Use with 796 pa,iel lack as required) 5 Flat Trim SCALE a HALF FULL SIZE This design and drawing 1$the property or Vaughan Walls Inc and$halt not be reproduced In any manner whatsoever without the prior consent et the Form No 1021 owner in writing Copyright tgle:by Vaughan Walls Inc Protected by Pending Patent Vaughan Walls, Inc. 1 P.U. Box 68518 I Indianapolis, IN 46266 13171299-0070 '+rt '�' aa► r+mr wr +� �r �r f>� vouOmwalls. Door Frame Details 1 21/4" Chased Walls 700 Series Effective 2-79/Page 6 Suitable ,-- Suitable ' Fastenefs ` Fasteners 740 \ (722 for 740— t Partial _ Height Walls) — 1 734 -- 733 1 Use with transom panels only Head 1� ® Head 2702 or 900 Hardware Reinforcement With Wood Dowels /-- 2725 710 2725 9 Jamb 11 Jamb at Glass Sidelight SCALE MALF FULL SIZE This design an6 drawing is the PloPerty of Vaughan Walla.Inc and shall not be reproduce(,In any manner whatsoever without the porn Consent of the owner in writing Copyright 1970 by Vaughan'Aaua Inc Prolected by Pending Patent Form No 107I Vaughan Wallis, Inc. 1 P.O. Box 68518 1 Indianapolis, IN 46268 13171299-0070 760 Series Intersection & Corner Details 121/4" Chased Wall •`�"T^"� k• Effective 2.791Page 5 Foaro Gasket As Light And Sound Seal 760M (Use 6" Pieces As Separator If 797 ` Panels Are Cut In Chase Area) / _ � e 112 x 112 X 21/4 Horizontal Foam Gasket As Shim 2'•0" O.C. ` (Mirt. 3 Locations In Ceiling Height Walls) (Mechanical Fasteners Only At Building Walls) 6 Intersection I 713 (Where' Glass Occurs) - 793 r 720 I • ' r p o 719 a a . (Most Reuse of Standard Modular Panels) Reduced Aluminum Sight Line - Requlrgs Panel Modification 7 Corner (Alternate) 7a Corner (Alternate) SCALE I-ALF FULL SIZE This design and 1rswing is the property of Vaughan Wade,Inc and!hall not be rentoduced In any Tanner wnstsoever or manutacivred by others without the prior consant of the owns,in writing Clpyrrght W78 by Vaughan Walls Inc Protect"by Pending Paten! Form No 1021 Vaughan Walls Inc. P.O. Box 68518 1 Indianapolis, IN 46268 1 317t299-0070 I � �4- I 'L+ H i Z - GRIGGS, LEI~:, R[1F I-�', ANKRONI �— ARCHI" P.C. I'EC..T S Suite 205, 5331 S.NV. Macadam Avenue, Portland, Oregon 97201 , 503-241 --27210 r nllr � IMAM 1 + J N b lam' Do"edges in the new SLM(Special Laminated Materiaq'system tCare constructed by laminating layers of high density fire resistant New SLM edge sys wood Giber sheets. The edges have virtualy the same fire resistance as the door's mineral core, so they can be designed wide enough to solvesour securely hold screws for'hinges and lock front.eliminating the j splitting problems common in conventional fire doors Numerous blocking options are offered to permit positive attachment of a fire door roblems variety of spffialized hardware units,such as closers.exit devices and mortise laks 20-Minute 20-Minute 3/4-Hour 3/4-Hour Single Pair Single Pair RATING Swing Regular or Double Egress Swing Regular or Double Egress THICKNESS 1.3/4" / 13/4" 1-3/4" 1-3/4" SIZES --U`;"�/ Up to 8'x 8' Uc to 4' x T or 3'x 10' Up to 8'x 8' CORE Particleboard or Wood Particleboard or Wood Mineral 1745 C-L-ibeq Mineral(745 C-Label) EDGES Stiles — 1-1/8" Lumber Stiles — 1-1/8"Lumber Stiles -• Latch- 3/4'SLM Stiles — Latch - 3/4" Rails — 2-1/4" Lumber Rads — 2-1/4" Lumber Hinge - I"SLM Hinge - I"SLM Rads — Top - 3/4"SLM Rads — Top- 3/4"SLM Bottom - 1.3/4'SLM Bottom- 1.3/4"SLM FACES Hard Wood Veneer Hard Wood Veneer Hard Wood Veneer Hard Wood Veneer Hardboard Hardboard Decorative Laminate Decorative Laminate Decorative laminate Decorative Laminate MDO MDO MDO MAXIMUM 1,200 sq in 1 1,200 sq in each leaf 1.296 sq in 1,296 sq in each leaf VISION PANEL 30" Wide I 30" Wide 30"Wide 30"Wide 40"High 40" High 54" High VIEWERS %� Up to I" Diameter Up to 1" Diameter MAXIMUM LOUVER N/A N/A 24"x 24" 24"x 24"each leaf EDGE GUARDS N/A 20-gauge steel channels, N/A 20-gauge steel channels j with astragal with astragal HINGES Per NFPA #80 Per NFPA *80 Per NFPA #80 Per NFPA #00 i LOCKS Cylindncal Unit Mortise Cylindrical Unit Mortise Cylindrical Unit Mortise Cylindrical Unit Mortise EXIT DEVICES Listed mortise or rim Listed mortise or rim Usted mortise or rim Listed mortise or rim TOP $ BOTTOM BOLTS N/A Listed surface N/A Listed surface or autor FOR INACTIVE LEAFS flusn bolts install?d with 28-gauge liner NOTE:All dimensions in this table have a t 1/16"tolerance unless specified otherwise +etr w w w w w w w Summary of Fire Door Approvals Underwriters Laboratories I II Plastic StandardMaximum VbFace Overlay Lamina te Odor Maximum Load Edge Sllle Thickness Bottom Rai Top Rall Panel or Light(2) Veneer (4)Si L1k3kness Thickness i I T it M 5/8"for Hommel Total area of single or 0 1'h Hr.B widths 1/2"for prellt mull panels 1101 to 1 Hr.R or 8/Ux8/0 widths for 1'h-Hr, exceed 100 sq to per 3/4-Hr.C I 3/4"for i-Hr.and "eat Max ht 33" I ap l --- I .3/4-1-11 (t) I 1/2 Total area of single or mull panels not to All 1 +IMrMR and I 5/8"for nominal exceed 100 sq in Max species•.Hr. widths.1/2"for profit h1 33'.for doors not over widths 3M"for 1-Hr. 8/0 Max hl 12"for doors over 8/0 —' 4/0x10/0 I Single panel not to 112.,untreated exceed 1200 sq fit Max 3/4-Hr.C i 3/4"untreated I untreated ht 40' Max voi 31" I (1) Mull panels not toext.-ed 100 sq In in lotal area Medium Not Not ( density perrnined 8permitted I Total area single or mull Ilool .and B Label panels not to exceed 100 O 1-Hr B or 4/0x8/0 11/2"for 1'h-Mr 3M" 1a;" 1/2" sq In No dimen over Plastic(3) p 3/4-Hr.C, C Label for 1-Hr and 3/4-Hr. 33" 3/4-Hr may have up g' plastic 4/000/0 I ito 30"x40"single panel H � 20-Minute Tlmblend Tlmblend core 1'h" Single panel not to Core, 4/000/0 1 unhealed Staved exceed 1200 sq in Max 20-Minute I core 3/4"untreated. ht 4C" Max.wdlh 30 Stave Con i t Yr' I All ' 30-Minute I unlrealod untreated Light openings not species or Tlmblend 1/0x7/8 11," 1te" peimotled plastic(3) i Core untreated I untreated I E – I 1'h"untreated ^ p a•20-Minute I Single panel not to B » Timblend 111/0x5/0 exceed 720 sq in Max for 33" Max.wdth 24". Core, I� OnIY(11)--I-- 111 !A-boilom tad Op1lCnsi on OFM-eN45 wood veneered doors aro or loss 4=1 f>engs must r$Clory-aul end approved fr$nte$must be shipped with door$On the omit bill of IWinq Edge of cutouts for meta•neon frames-111 b•5 from door edge le refry U L I•brl rm ql f yasbc waloplo from Consoweld,Formica.Ne•amat Wilson An,and M2ena V:e'or Ina-plastic laminate n required on U L labeh.d-doers lel p1161,C-laced Iva doors wrlh plastic appi,ed to 61,18 edges must be factory-machurd for approved iotas and hinges to bur U L is ISI Cyhndridal locks provide belief re0aemce to abuse and improved Aeric manee m severe use ta) Fusrblo hnk louver$are not permdled rn combiml,on w,lrh,,Sion pam!a or 1 ghl openings w m UFM to and DFM a0 door dor 9/0 m:engin Warnock-Hersey I w Single penal not to 20-Min. a � Timblrnd exceed 1,200 sq In per .050"Ic 125" e W4 Particle core leaf Max 1 wdih 30".MAx "May be 3.or *a Core I 5/ba9/0tit 40' Mull panels not 5-ply(5-ply at c 2D•Min. 3/4'Slave core to exceed 100 sq per in g� Siwe i extra cost) n m Core I leaf 33"max hl � I 14k"20-Min.T 100 sq in 060' 10.052!1" Q. Timblend 1 3!0x1/0 Not re permitted -- i i All wood G, i S"r,gle panel not to species as 20-Min. 050' to 125" 1lh",1'•k" 2 I 1'.",1'," I exceed 1,296 sq to Max dense as Medium Me be 3-or Timblend I 1 part cie cora ( ) Ardlh 30" Max hl 54" basswood density y Cora 5'PIY 15-Ply at 20 Min 4/0x10/0 3-4 Slave core Mull panels not to or denser extra cost) stave i leaf 3?"exceed 1maxghin per Core I fUp to and I S'ng:e panel not to 12111-Mln including I exceed 100 rq in Max 050"to 0625' X-Ray Cori lib" ht 33"(10) per side 4/0x5/o 3/4" 20-Min. ' i Single panel not t0 050 to 0575" Sound Not3" exceed 100 sq .n Max Retardant I permdled h133' Core(1) Ill Applo•ed sound�reurdanl Ic Cesso(le$mull cit used..in the DOW to provide the 11 mrrLd•protection This may dIK11he STC ra,hg Ili 24-end 16.16 a•OloDlo so opbonai coil 13) Opening$must be fmwmp cul and approvM metal frames•'must b•shtpp•0 inn noon on m•...@ low of t.anp Edge of cutouts for melsl vision tomo must oe 5 from door rdgr lel Fushc 4-11,60 110th Con soweid Formica N•vamal Wv$on Art and Macau 3 pit 15) Nes1,c may abort STC rang YnOftca dudaon,s allowed a minimum of 12""above an appro.ed lockrlslchwl E FIRE DOORS Cal-Wood Door's composil3 core fire door with the SLM SLM system will provide better daily operating perfor- edge system is superior to conventional fire doors with mance, functioning without failure more than three salt-treated wood edges in both fire resistance and times longer than conventional fire doors,under normal screw-holding strength. traffic conditions. Door edges in the patented SLM (Special Laminated SLM edge test results: Material) system are constructed by laminating layers of Split Resistance:Not less than 950 load pounds(27.804 high density, fire resistant wood fiber sheets. The edges kn)when tested In accordance vith ASTM D143-52. have virtually the same fire resistance as the door's + mineral core, so the edges can be designed wide enough Direct Screw Withdrawal: Noi less than 650 load to securely hold screws for hinges and lock front, pounds (19.066 kn) when tested in arcordance with eliminating the splitting problem common in ordinary fire ASTM D1037.72a. doors with treated wood edges. Cycle/Slam:200,000 cycles with no loose hinge screws or In addition, hardware reinforcement blocking options other visible signs of failure when tested in accordance permit positive attachment of a variety cf specialized with the requirements of ANSI A151.1, Section 2.5. hardware units, such as closers, exit devices and mor- Because the SLM edge system contains no daits, there tise locks, is no need for special sealing to prevent finish Extensive testing has shown that fire doors with the contamination. RATING 20-Minute 20-Minute 20-Minute Pair %-Hour Lead Lined Single Regular or Single Single Swing Swing Double Egress Swing THICKNESS 1•�," 1-�," 1• ,• 1 j," SIZES Up to 4'x 7' Up to 3'x 10'or Up to 8'x 8'or Up to 4'x 9'or 4'x 8'• 6' x 9"" 3'x 10' CORE Particleboard (LL2) Particleboard (P20) Particleboard (P20) Mineral (M45) with y„" to y„” or Lumber (L20) or Lumber(L20) lead In center. Standard or Standard or Institutional Institutional EDGES Ar*' Stiles -3" Hardwood Stiles - 1-1k" Lumber _,Ilea - 1-%" Lumber Stiles - Latch - y," SLM Hinge - 1" SLM \ Rails - 3" Hardwocd Rails - 2-y," Lumber Rails -2-y," Lumber Rails -Top • x" SLM /) Bottom • 1-%' SLM FACES 3-ply Wood Veneer 3-ply Wood Veneer 3-ply Wood Veneer 3)ly Wood Veneer Hardboard Hardboard Hardboard Decorative Laminate Decorative Laminate Decorative Laminate Decorative Laminate Medium Density Overlay Medium Density Overlay Medium Density Overlay Medium Density Overlay MAXIMUM Nono 1,200 sq. In 1,200 sq. in. each leaf 1,2.96 sq. In. VISION PANEL 30" Wide 30' Wide 30" Wide 40" High 40" High 54" High VIEWERS None Up to 1" Diameter Up to 1" Diameter Up to 1" Diameter MAXIMUM N/A N!A N1A. 24" x 24' LOUVER EDGE GUARDS NIA NIA 20-gauge steel N/A channels, no astragal, or SLM on meeting edges HINGES Listed pivot sets. 4" x 4" or per 4" x 4" or per Per NFPA k80 Butts according to NFPA k80 NFPA M80 weight LOCKS Cylindrical Cylindrical Cylindrical Cylindrical Unit Unit Unit Mortise Mortise Mortise EXIT DEVISES N/A Listed mortise or rim Listed mortise or rim Listed mortise or rim TOP & BOTTOM N/A N/A Listed surface, manual NIA BOLTS FOR or automatic flush bolts INACTIVE LEAFS Installed with 28 gauge _ liner Up to 3' x B' ror door and transom —door maximum 7,transom maximum 1'4' with t I channels,s' x O' with SLM. qW M +w wo s s y epos\ E° k � 1 w o � HOSPITAL DOOR PULLS AND LATCHES Bross,Bronze,Alu►rtintntt or Sluinlcss Sled v 32 33 1332 1333 C.to C.—5-13/16" Base— 1%"x 3" C.to C.—4" C.to C.—4%" 5050 Y Clca4ance—3l:" Base— I%"x 1l." Base—%" Brae— W x 1%" , projection—314" Overall size—39"x 16" Projection—3%" Projection—4" Projection—3" Overall length—8%" O,,erall length—5%" Overall length—8%" Overall length—8%" Wt. Bronze-• 2 lbs,?oz. Wt.Bronze— 13 oz. Wt. Bronze— 13 oz. Wt. Bronze— 17 oz. Wt.Bronze— Ili lbs. Al-noinum—12 oz. Aluminum— 5 oz. Aluminum—5 oz. Alnminnm—6 oz. Packed a box h lb. Packed Govt. Not. box Packed 3 per box Packed 6 per box Pecked 2 per box p 458,457,457•A Govt.No.458-A Govt.No.458 � I i �d m- (V I'D RO LER LATCH ROLLER LATCH 1194 1193 Face—2li"x 1K" Face—3%" x 1" Ilequires hole I"diameter.21."deep. Gue— i%"x$" Regularly furnished will,w/s for door Strike plate— I-11/16"x 811" ;uid m/s for jamb. Regularly furnished with w/s for door Specify if other fasteners required. and m/s for jamb. Also available with special ASA-4'«" strike Specify if other fasteners required. a Specify 1194 ASA Also available with special ASA-4-X" strike Wt. Bronze— 8 oz. Specify 1193 ASA Aluminum— Not available Wt. Bronze— 9 oz Packed 6 pct box Aluminum— 4 or. Packed 6 per box Q Cnvi.No. 193 ( I . 4.� Warnock Hersey International Inc. •�' ' •' AA P.O. Box 1078. Antioch.C:allfornia <),4509 - 0107 p (415) 7545050 — Telex 33.7707 WHI LISTED ANEMOSTAI L11L FRAMES APPROVED FOR USE TO A MAXIMUM SIZE OF: LITE 20-MIN. 45-MIN. 1 HR h 1-1/2 HR. HOLLOW HOLLOW FRAME WOOD WOOD COMPOSITE STEEL STEEL_ MODEL NO. DOORS COMPOSITE WOOD 45 MIN. 1-1/2 HR. FGS-75 1296 100 100 100 100 BFL-75 1296 1296 100 1296 100 1296 1296 100 1296 100 FP-75 95 95 95 95 95 LITE FRAMES MUST DE INSTALLED PER MANUFACTURES INSTRUCTIONS c RECEIVED APR 2 9 IQ-BZ ANEMOSTATMEST 1'llit IJLHJJ Jlvl 33U0MITTAL BFL 75 aHCET From: FACTORY JTANDAR DS •FRAME: 18 GA. •COUNTERSUNK MOUNTING HOLES & PHILLIPS HEAD STEEL I THRU BOLTS WITH BLANK HEADS ONE SIDE. �{ LOCATED AS TESTED AND LISTED •114"GLASS NOT FURNISHED •FINISH: BEIGE AIR DRY LACQUER 1/4" rACTORY OPTIONS _ 0 THRU BOLTS WITH ONE-WAY VANDAL PROOF HEADS � — 1 0 FRACTIONAL SIZES AVAILABLE J 0304 STAINLESS STEEL M4 FINISH J HOT DIPPED GALVANIZED 0 LEAD LINED FOR XRAY APPLICATIONS _ t•3rts" I 0 SPECIAL LACQUER COLORS 1/4" J Z N ' N _ N W O Q � _ N APPROVED FIRE RATED LISTINGS a' "> n I p O LISTINGS COVER HOLLOW METAL,WOOD OR I I COMPOSITE DOOP'. REFER TO LISTED DOOR MANUFACTURERS FOR LIMITAr!ONS AS TO / SIZE,TYPE, RATING AND LOCATION. r CALIFORNIA ST4TE FIRE MARSHAL LISTING N3285.227:4 UNDERWRITERS'LABORATORIES INC. r O c M X) rn CAUTION ORDER SIZE IS DOOR CUTOUT MATERIAL—COLD ROLLED STEEL All d1mans!ons In Inches r 1132" Job Name & Location — Submltteri by v` rn r. -- ----- - ---------- — -------— --- -- ----- ----.._�—— --- - z IT ANEMOSTAT'areglsiered trademark cl ANEMOSTAT PRODUCTS DIVISION,DYNAMICS CORPORATION OF AMERICA,Scranton,Pannsytvan!a 0 U Manufactured by ANEMOSTAT PRODUCTS DIVISION,Western Operatlons,Carson,Cellfornle Iz N APRIL 1981 PRINTED IN U.SJ1. ! SUBMITTAL DRAWING NO.S•1020 PURCHASE ORDF" OO CENCO S S EMS C17 DIVISION OF CENCO INDUSTRIES, INC. 7910 SW NIMBUS AVE., BUILDING 8 BEAVERTON, OR 97005-8477 PHONE (505)641.5667 PURCHASE ORDER TO: j i DATE Inc► Ik)x 493d MARK, Cnrion, C'1. 91.) , JOB NO. .� SHIP TO gHIP VIA ' 1 - 1 SHIP DATE Y Item QUAN. DESCRIPTION UNIT PRICE r Imo., ; ' • �.. !��C.. .e, •1 . `\'�� :SSI '��N' �. ' «..� a * 1 COOPER 13 ASSOCIATES , INC. 11675 �W 66TH AVE., PORTLAND, OREGON 97223 (503) 639— 4914 i � 1 _41 Atit : _ I p _ I ! I 00i i i I fir!41 -j I/V Ica Ira 00 i 198 DATE 8Y DESCRIPTION JOB NO. PAGE