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HOLUa L.ENGTI 1 1'0TAL l I 1 i - 000 t6 L L- 24 , S•46 �3 J. i - 01) 01@ L L 24 - S46 8 1 1 , 00019 -.3'--L 24 , ,46 a z -� C 1. , U t) 01. 5+ i•~•moi 24 . S46 80 i. 1 , 0 tl 01. 9 j--L. 24 , 546 8 � r �• 1 - 0 0 01. 8 i...-•L 24 . S46 t 1 - 00016 1.. -•-L 24 , 895 C3 r O 7 GATE aI SHT. t •• ,- •- - �-..cam. _..lill�N IF THIS DOCUMENT I S LESS - ;��. - .. ' ' I ' I ' I ' I � sI + 11 � IIF'1I'r IIfll�ll � lllll � y "1��1 11f III ' � ii IIIIII � III If I � I t + I Ili 111 III III IIT -� -T�1 -TII� III 11- T l I I I I I I • I III ; 1 7 III l _.i 1 1 �+ LEGIBLE THAN THIS NOTATION , I I I I I I I I 1 I I I I l I I I I I I -*- i I , 1 _ 5 _ 7L— $ .� 10 11. I 1 IT IS DUE TO THE QUALITY OF �; �� 19%9 •, • �, THE OK'ir-GINAL DOCUMENT . _ No.as ecwm,'.�w ^ E 6Z 8Z LZ 9Z Z �Z E Z TZ 0Z 61 9T 8T fiT ET ZT TT T 6 8 L 8 I E Z Ta�u�w E A IIII IIIII1111111�IJ11Iill,llllILIIII I I � � ; Ii Illi IIII Illi IIII IIII IIII IIII 11 l IIII IIII IIII IIII IIII IIII Ilil IIII IIII IIII IIII IIII IIII l I IIII .IIII IIII IIII IIIIIIIII IIII . Ilill II (IIIIIIii�lill II . 11 II�IIII Ilillllll IIII ,.�11I illllilli lull - . !Ill ..• • , � 11 IIINII _,WA Li. f4 w� *}[�"�tl!Ail� Y. .$yl hh..yr...v�n�.: r��'.. t,:�„,y p,:.."�ACBI,gv��`Xwi�i;,..h�,3.4T�•�.I.":�Urit 55",'.•�N'IN .,rl,::.�,i r.i� 4's7.�,M,«hM,r:,; nnnr � nnr � r �- r rr r r 40 a V M 1 I L'I 11 1 WXi• W W ITW RWLJ��IM :u CITY OF IWA RD WASHINGTON COUNTY,ORE I September 13, 1984 RECEIVED SFP 1 Cooper Consultants. Inc. Cn"DSR B ASSOC, :'+� 1.1675 SW 66th Avenue 'Portland, Oregon 97 I ' Attn: Mr. FredCO Co Dear Sir: A count was made of the Plumbing Units at your buainess address and it was 6 Dwelling U^its. found you had the equivalent of n Per United Service Agency's regulations if your building existed prior to 1971 and sanitary sewer was not available your hook up fee shall be $300.00 per DU. Therefore 6 X 300 a $1,800.00 ) Inspection 50.00 1,850.00 � /J I ! I A permit may now be issued for the above amount. I Sincerely, d T. Walden Building official (F.TW:cz/0619P) 12755 S W ASH P 0 BOX 23397 rIGARD.OREGON 97223 PH 634 11 71 — INSPECTION NOTICE ^ City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection � �- r— Date Requested .._... _ �_ � Time— A.M..—_P.M. Address .�_..________— __—_ —_ Permit # — Owner—__ _�- — Lot # Builder { _ I The following Building .ode deficiencies are required to be corrected: -�-- -�— o �,✓ _� - -t- Presented to A p Inspector 1 Dim v Date — ---- __ C 1 LL FOR REINSPECTION ❑ YES ONO i i ,tt �y: �ky��.♦yrr.�2.7yy41ed}�sa y�l' ��pp�y w W.w� Yf + 1 ` -41111 }`^�r��s•.p.'..y��",h+n,4�.+3��y"•'�•�•^"��e 'A..'•rI,:�iN�•y it��'�'.,.,a, W ,,y1+� ,F lµ. t a• lkl,.- ✓"`�., "F• '7r r� i, J�"�jR�„'MA^ia�"'°oL .a �l/t►* 1IM /111 .,.X1t � 14,4..�:..t, - "i•I. �y'�" .. �, �. '11t '�I ��r/.,��,�, ��tl„�A� `�1!n►,��1,..'� '+�'^r.�F"'^"" 4 a4Y# f 3 R�,'t OF OCC ,. TI�ICAT UPAS ,, � C CITY OF TIGARD ,; OREGON �;t I Owner: CCS Properties Permit No. 4525 + t + Address: 11675 SW 66th Avenue '4 �t Building Address: 11675 SW 66th Avenue �r q11 Occupancy: B-2 band Use Zone: CP Bldg. Type 5N Comments: Construct 2 Story Office Bldg. ;;Alp Certificate is hereby given this 8th day of _ August , 19 84_ � . Ili •' Y" that said building may be occupied and that it complies with all .�1 requirements of the Building Code for the City of Tigt,rd, as approved Y by the Tigard City Council. 00, Fire Dept.. Lnnspector � �;,��'�� •'r,; S,3, Ilulldlna Offlcl� � , Vaeit Certificate in Conspicuous Place �` `P.J 'q�f, ` U a ��it U '• � 'C� ./{. � ...00 r �F ��T. y��t•' 't try/ � �.`�� :��t ti��al•.�. �. •�1•�� ...� �t ��'� i '►'`K��, `�'..1�/ .✓�'r��)� -•( � '): 11"': "! . �1 't ', W, �1 �{ '1 Jw''90�p�+rr►''"J►�.Y'�` Ilry� i !1 ,,,,.tn< .•�, ` ' .. �.� � f. .. .. ,1 , ��y�,,,,�t......,� ,, �9w, M y`�',.+r' Y••'. i P yn. L'ti..•.�� 1,t �21�j a;,•y W N.:��5' �..�aA' y,Gy d wbi:: �y+' °"c 1R1�4d Mf',.wyt_` �M #'yy tw." �•� z'Rlt'.� +" I=CS PROPERTIES LIMITED (503) 639-4914 "1675 S.W. 66th Avenue Portland, Oiegon 97223 July 19, 1984 Mr. Brad Roast Building_ Inspector City of Tigard PO Box 23397 Tigard, Oregon 97223 Re: Office Building at 11675 SW 66th Avenue Dear Mr. Roast: Thank you for your letter of July 16, 1984 regarding the correction of corridor ceiling tile work. Our Contractor has informed us that is will be completed by August 1, 1984. If he has not commenced the work by July 27th, we will retain services elsewhere as these funds have been withheld in an escrow account. Please contact myself or P. -. Bill Lloyd at 639-4914 if this response is not satisfactory. Respectfully, CC'S PROPERTIES Fredrick C. cooper," Partner FCC:mlg ee: W. Lloyd E. Steinborn Door Property Co. 1 pROPERTY MANAGEMENT SERVICES CITY OF TIGARD .July 16, 1984 WASHINGTON COUNTY, GON Mr. Fredrick Cooper CCS Properties 11675 SW 66th '[igard, Oregon 97223 Dear Mr. Cooper: On May 9, 1984, a "final" inspection was conducted on the addition to your crrections uent building. Severalthe ocorrections wherenoted itha that time.theexceptionof Sprov ling inspections found p, 00f the "drop-in" ceiling tile has been properly installed where fire-rated corridors exist. In reviewing data submitted to this office, it has been determined a one (1) Inch thick mineral fiber blanket must be installed on top of the ceiling tile to provide the required one (1) hour rated ceiling system. As of this date there is no indication this item has been provided. This correction mus! be elimiiiat-ed within ten (10) days. If you have any questions please gall . siucerely, �� / I �•tI V1 Brad Roast Building Inspector BR:ch cc: Mr. Uavid it),,ada Lloyd - Vonada Architects 22nd 6 NE Pacific Street Portland, Oregon 972.32 Door Properties Inc. 10175 SW Barbur Blvd. Portland, Oregon 97219 12755 S.W. ASH p.0 BOX 23397 TIGARD,OREGON 97223 PH 639-4171 INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 ,P one: 639-4171 f Inspection _ -- Type o Drte Requested 2 t� Time A.M. P.M. n �j L� #_ Address --Z/ Permit �-�' - Owner -�� Lot # i Builder The following Building Code deficiencies are required to be corrected: s v Presented to - -_- -- _ - ❑ Approved Inspector _ ! Disapproved Date �- CALL FOR REINSPECTION YES NO I INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection Date Requested Time r A.M..-P.M. Add re Permit #- Owner Lot Builder The following Building Code deficiencies are required to be corrected: Ile, 000, P V �0- Presented to F1 Approved Inspector Disapproved Date CALL FOR REINSPECTION YES ONO - .vr `� �_�fM.r\:.ey ►14p $T�►.y,+,.T..a''r'�'* '� `�w,. .�.,�..4r"�jR,,�n` ?�wi,..q�",�r°�'`� �„t.,Y'•^s.IJ,s1,�d?�"y4,y,fla�,'�ie' I.,rr”.•,��,�yM/1}��le:.i+++.{1'1g1��°�jr��-* �T A�I.IM.•.J/`t'.!NOW At, ;'S t;M,,��`,�.��r rd11,11t'fa�,,,Wh'�'pa,".o�l,r 4�!�+Y�q`y�1�:�,+.l�I)"i`iY��'-4'�4•y'a,��.J,• 0,M0 4, �,„v-a•` IT ; ' b ,. ,., i.-X►Y i, ►` t� OF 0 CUPANCY t Af CtRTIVICARD ,r CITY OREGON r A`Af-� Permit Owner: CCS Properties - •;� ►t 11675 SW 66th I Address: ----- s;W 6th A u ? . 5N—_ •4 ca Building Address: _—__11fz1 -- Use Zone: CP Bldg. Type = pccupanev:-_�-2. _ Land for 6C Days frntn the---- t . 1 ` Temaorary occ uvan-c:----- -- ' 'a,� Comments: occu y 1' U! �' rP” �;�i& SotIlR'�"'� Permanent Pan ' a !� f3 ! uD�F final be tlarch , CWertficat ��`�iefeby given this S tli day of A that said building may be occupied and that it complies with all requirements of the Building Code for the City of Tigard, as approved .I 1• �. .$ b d l. fir;•, y the Tigard City Council 1 g Inspector ��, �� Sc tf ( circ Dept. ; Ail 131M(ling Official ? ,,��►►t �► .l F " Certificate In Conspicuous Place A ' �= jN Poet Ce h >>, _ L :4?! ce ' t "u�` ,�� —\�st '��ia 'IYh,, ,, h �dUr►� Al • '1 h 11t4 .. �`�i� tt►,!"7� 1� :'/ �RN� � if V .� Murk, :. w!'! '�!!�I �f �I 4 Nn rN 'Ail • .:' �J 'fes.c. '�! +Y . � •6µ�t�'b'P.�'a...'r.�` +N`t�', `$F �4y9 ...M ��',��,. "'� � �,"'�l. _�% C CS PROPERTIES , LIMITED (503) 639-4914 11675 S.W. 66th Avenue Portland, Oregon 97223 March 7, 1984 Mr. Bill Monahan Planning Director City of Tigard 12755 SW Ash Tigard, Oregon 97223 Re: Future Parking Improvements ih Dear Mr. Monahan: Per our final drawings the west parking lot, which provides for 'tt'cars, will be constructed this year or as soon as the City allows us to connect to the new 67th Street sanitary sewer and the septic tank for the existing building can be 'filled. We are commited to provide this parking lot in our lease with Cooper Consultants, the primary tenant. Respectfully, KR OPERTIES v C ( ter_ Fredrick C. Cooper, P.E. Partner FCC:mlg oC3r =j=t3TV MANAGEMENT' SERVICES CCS PR ® PEIRTIES, , LIMITED (503) 639-4914 11575 S.W. 66th Avenue Portland, Oregon 97223 March 6, 1984 Mr. Bill Monahan Planning Director City of Tigard 12755 SW Ash Tigard, Oregon 97223 Re: Office Building 11675 SW 66th Avenue Request for Temporary Occupancy Permit Dear Mr. Monahan: In followtip to disucssion and letter communications with Mr. David Vonada, Architect for your new office building, I am fi,rnishing additional information as to our completion schedule and occupancy. The building recei, ed a final inspection this date by the City Building Inspector. Remaining is your approval of other terms of the Site Design Review and its approval. Due to the vital nature of financing the orc)lect, we have required the Contractor to be substantially complete on March 7, 1984. This is necessary in order to hold the closing on the permanent mortgage not later than March 23, 1984. Beyond that date we loose our loan commitment and a commitrient fee of $26,000. Actual occupancy of the building is not going to oi.:cur until March 19, 1984 although the building will be ready to occupy before the end of the week. There are several reasons for this. The primary reason being completion of access paving, sprinkler system installation and topsoil placement. We want to have the site work cleaned up so that dirt will not be tracked into the building. We expect all landscaping to be substantially complete by March 16th. Farwest has the contract for over $20,000. The improvemen•i work along SW Baylor will be completed later this Spring by Drake Construction. This firm has the contract for SW 68th, the Haines Road Interchange and our street mprovement. 1 am confident that this building will be amongst the nicest in Tigard. You are invited to lour the projr-t with me at the earliest possible date. Your concurance with the above schedule and approval for issuance of the occupancy permit is urgently needed. Respectfully, CC PROPERTIES CV Fredrick :. Cooper,' F..' Ph.D. Partner ppC3PERTY MANAGEMENT SERVICES CCS PR®PE RTIES , L-IITEC1 .; (503) 639-4914 11675 S.W. 66th Avenue Portland, Oregon 97223 March 5, 1 Q84 City Gi Tigard Building 'Department � Mr. Ed Waldron PO Box 23397 Tigard, Oregon 97223 Re: Office Building liven e Cooper Consultants, Inc. 11675 Sw 66 Dear Ed: is Frank Door, has Due to an impending deadline fo�eudnesday,r`N1arCh 7.loan, Our contractor, to request a temporary occupancy permit by then, however, the site improvements (land- assured me of completion of the necessary fire, life and safety and bw mg requirements for your final inspection by temporary occupancy scapin�, and Baylor Street half street improvement) toecompletetlswefy tfeel a he city's Design Review requirements will take an additions Y permit for this time period will be adequate for orderly completion of our project. Respectfully submitted, CC PROPERTIES Fredrick C. Cooper V Partner FCC:mIg Approval for above reference acid signs: Ylauning &}'�evelo m(,nt � Building Depart-M-ent PROPERTY MANAGEMENT SEPVICEE W1 qW1 wit INAMM IWA qW1 W1 qf mow N- February 22, 1984 C17YOF TIFARD ASHINdGTOrd COUNTY.OREGON I David Vonada Lloyd Vonada Architects 22nd b NE Pacific Street Portland, Oregon 91232 i Dear Mr. Vonada i I am writing to confirm our phony -onvers&tion of this morning regarding funds in an escrow account to assure ^omp!etion of the Baylor Street improvements and site landscaping for the Cooper Consultants office building. Mr. Monaaan agrees that it would be appropriate to place necessary funds in an escrow account for the Baylor Street improvements. Evidence of the funds in escrow shall be presented to the Building Division prior to issuance of any IOccupancy Permits. The site landscaping, however, shall be install-d prior to issuance of occupancy permits. I hope this clarifies our position on the matter. Sincerely, f'.117.Abf?tll A. Newton Associate Planner EAN:dmj i 03188 1 � \"---------- 12755 S.W. ASH PO BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 r7 LLOYD- [LE MEM VF UMUSETUIL VONADA ARCHITECTS DATE JOB NO 22nd i N.E. PACIFIC STREET o PORTLAND. OREGON 97232 -- -- ATIENTION To — ---— —— --�._.. -- r r GENTLEMEN: ------ _ .--- -__ ---WE ARE SENDING YOU KXAttached I I Under separate cover via ---r____the folluwing items: ❑ Shop drawings Li Prints CI Plans I Samples i 1 Specifications ❑ Copy of letter I , ;'hange order !-�— ------___._------ -- -------_- - ------ COPIES DATE NO. • DESCRIPTION QV-. J THESE ARE TRANSMITTED as checked below: L1 For approval ❑ Approved as submitted ❑ Resubmit _copies for approval I For your use ❑ Approved as noted ❑ Submit_ _—copies #'or distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints XFor review and comment ❑ -_-- L] FOR BIDS DUE — 19 U PRINTS RETURNED AFTLtt LOAN TO US REMARKS I - r . .- � --- — — — L 11��u VIJ 1 C'11„ COPY TO_____ r I SIGNED: Y ft7WIWOR A"rMMIU®Ml.mom mass 0,4%Q If enclosures are not as noted. kindly notify us at once INSPECTION NOTICE City of 1.;ard Buileing Department 12420 S.W.Main St. a Tigard,Oregon 97223 Phone: 639--t171 Type of Inspection Date Requasted Time_�_. A.M. Address!f�� ,�,_ :mac a� t� _ Permit Owner Lot Lot #__ Builder The following Building Code deficiencies are requi ed to be corrected: Presented to _ — Approved Inspector ------_._--. Disapproved Data - ---- 2-0-7 CALL FOR REINSPECTION YES /NO I INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 ' / Phone 639-4171 Type of Inspection D "� - Time A.M. P.M. Date Requested Permit Address ... Lot Owner _—__--- Builder The following Building Code deficiencies ani required to be corrected: f i Presented to _ —-- Approved i ❑ Disapproved Inspector Date / r CALL FOR REINSPECTION ❑ YES / NO wic vs l i INSPECTION NOTICE Wing Department City of Tigard Bui j 12420S W. 2420S.W•Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection P.M. Time_—_— A.M. __— Cate Reduested, •/ Permit #__-- .// cif Address _ Lot # Owner Builder __ The following Buildinu Code deficiencies are raq�iired to be corrected: --- —` — oo AI c Approved P esented to � Disapproved Date - ---`---- CALL FOR REINSPECTION �j YES ❑ NO i IN-3PECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 ✓` f 1 Phone: 639.4171 Type of Inspection . L = � Date Requested Tlme tet' A.M. P.M. Address �'l/, 7 �� 4✓ �� _ Permit #_ ' Owner _ Lot Builder _ The following Building Code deficiencies are required to be corrected: or 1� ol doe- Presented to _ ❑ Approved Inspector __ : Disapproved r , Date —. l=z, ✓ `'/ _ CALL FOR REINSPECTION 4� VE3 [INC) INSPECTION NOTICE ��, f City of Tigard Building )apartment 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 ✓ p 1 Type of Inspection Date Requested ��' _ Time A.M. P.M. / Address //!, tt� �G Permit # � 7 Owner _ Lot Builder The following Building Code deficiencies saare . required to be corrected: l e�•C _� � ./' �--�f_.ti•,C.. �� .s s_, -ACL-•�..r—�.-• /o /` �•—=—t 1.e �2-�-,1 n� _. z= �i�-t_ 742 LT--�T JRV Presented to _ _ I-J Approved Inspector Disapproved Date CALL FOR REINSPECTION CJ YE• ❑ NO i 1 INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 = , ^ I", Type of Inspection Date ;requested Timo A.M. P.M. Permit # Address # Owner Lot— — IBuilder ---- --' The following Building Code deficiencies are required to be corrected'. —.. __— ------- -- IIS .� APP I P•esenfed to _ _ rovad. Impector Disapproved Doti / 'dr ^ALL FOR REINSPECTION I I YEIt 0 NO WESTERN WOOD STRUCTURES, INC. P. 0. Box 130 TUALATIN, OR 97062 _ 1 T�nA N� December 29 , 1983 DAM 31 146 A TTF.N r-ON A� (503) 692-6900 _Frank Door Af. To -_ DOOR PROPERTY rnMPANY - - _ _Cooper Consultants Corporate Office Portland OR _ -10175 Ste_ EL--B-ar_bur_ B_lv_J.___Sulte_3Q4B._ Port land, 0 R 9 721 y ---- ------- _..—_ WE ARE SENDING YOU Attached XX Under separate cover via__C1_LV__a Tigard.. -the following items: * Shop drawings Prints ❑ Plans Cj Samples Specifications ❑ Copy of letter I ! Change order i_I -- -- --- -------- COPIES DATE NO DESCRIPTION j 4 GLUL.AI1LSRU55__5d9P__ BN_tNG,4 f JAU.U__CALCUI&TI0NS _4-82 ---- -A _...STR1,1.415T-. I C@Q #PF-C7--3754 - 1-83 4 Qf_J4 _WEB JOIST I CBO #PFG---3246 - i (HESE ARE TRANSMITTED as checked below i_7 For approval C Approved as submitted Resubmit --------copies far approval XXll For your use ❑ Approved as noted Submit -r_opies for distribution – ❑ As requested ❑ Returned for corrections Return -corrected prints ❑ For review and comment ❑ ___– -- - -- __ _ - _-- _- _-_ _-- _-- O FOR BIDS DUE —19 i.] PRINTS RETURNED AFTER LOAN TO US REMARKS FRANK: Per the architect's request, I have sent the above shop drawings and calculations to the ' ity of Tigard. COPY TO Ed Waaldr y r SIGNED: If e-closures srs net 91 netsd. hlndq MOON us at once BILL WILSON pp .00) Lgo* Plbg., Inc. 3327 S.E. HAWTHORNE BLVD.•PORTLAND,ORE. 97214 �c x} — TEL.: 231-8886 i L � 1'R SEPTEMBER 8, 1983 CITY OF TIGARD 12420 SW MAIN ST. ' �•Jf`'f P.O. BOX 23397 TIGARD, OR 97223 w RE: JOB ADDRESS — 11. 75 SW 66TH AVE. COOPrR BUILDING 16 — FIXTRUE TRAPS 0 $7.50 . . . . . . . . . . . . . . . . . . . . . . . . . . $120 .00 1 — HOT WATER HEATER (1 57.50 7.50 1 — WATER SERVICE $20.00 . . . . . . . . . . . . . . . . . . . . . . . . . 20.00 1 — c'WER ( 100' ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30.00 1 — STORM C 1U0' ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30.00 $201.50 PLUS W': . . . . . . . . . . . . . . . . . _ 8.30 _ AMOUNT ENCLOSED FOR PLUMBING PERMIT . . . . . . . . . . . . .$2.15 .80 Bf-71_IO14 & HFLLUMS PI.BG., INC. 32,71 S I 1101HL1RNE BLVD, 2318885 PORTLAND, OREGON 97214 ew eo INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection 1 I Date Requested " '�- Time A.M.X T P.M. Address /�C ' ��' 'r5 permit Owner— Lot #_ Builder -The following Building Code deficiencies are required to to corrected. I Presented to _. __— Approved Inspector J I Disapproved Data CALL FOR REINSPECTION CJ YES 14 NO It wl� � UILUI a PERMIT APPLICATION DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR HDE WORK HEREIN Ir.G �� UR A ItSHOWN AND APP OVED IN THE CCOMPANYING PLANS AND SPECIFICATIONS. — tt� IGATEp BUILDER PHONE OWNER � OWNER PHONE ---------._ _-_._ JIMTKDDRESS 11675 555 660t Air:. LOT N O. BUILDER k>or 'ranRrti ;; PoTtl�ltid ARCHITECT 1'' --'-- T��cw4DD__REgg fft!i' =;i n J.1,. n.7� 5 ' r i3art�ur lV(i. DESIGNER X14 +ch3�tZcrt STRUCTURE ❑'NEW i_0 REMODEL �"�'--'------- __❑ ADDITION REPAIR -` FJ RESIDENCE 13 COMM C1 EDUCATIONAL ❑ OOV'T ❑ RELIGIOUS PATIO ❑ CAR PORT El GARAGE—_(� RENEWAL CJ FIRE DAMAGE --=_--- ---- DEMOLITION OCCUPANCY -�� LAND USE ZONE `-'i - -- ❑ STORAGE �yI_BLDG•TYPE ❑ SLAB❑ FENCE Ct�tetatct FIFitZONE, PLAN CHECK BY -_� • c_ C�xy n1`ficc, �lrtra. all roc plgnc F, — � HEAT -- SEWER PE, pMITp _ -- OCC.LOAD FLOOR LOAD "----- BUILDING DEPARTMENT -`HEIGHT ---- N0.STORIES _ ? - - - AREA N0.8EDROOMS Permit SETBACKS FRONT -- V-_._.ALUE 1 I 'z �i; -- -- --- REAR __ LEFT SIDE - SIDE THIS PERMIT IS ISSUED SU®JECT TO TfiE REGULATIONS CONTAINED IN THE BUGIi f1TNG CODE,20NI Plan Check i. ; t,.t REGULATIONS AND ALL APPLICABI-F CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE --• WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Subtotal WITH ALL APPLICABLE CODES A ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS., CONT CTOR AND SUB CONTRACTORS TO State Tax ll i.*72 LICFNSE.SEPARATE PERMIT HAVE CURRENT CITY BUSINESS 11RED FO SEWER,PLUMBING AND HEATING. Total _ &45� ,—8 LDC— ,, _1w 0 By _ dmj I100# — Approved 1r 1'id Receipt No. 13,rr1 -- z- - �9 L3 Ab6RFSS, -63 4` - PHONE —DATE INSP. TYPE INSPECTION REMARKS PLUMBING —�DATE e _ Contractor --'�Q --1� -7r— Permit No. ',I ►� Fixture c alA-dv, a, rV.tt_0�t'� Final - Y3 CSV _.- Cy--.W. HEATING —elrl1� - Contractor Permit No. gU 7 DJ _ ' /.' —_v— Gat or Oil — ,� Rough-in t --- 1�-� SEWER � - — Final DRIVEWAY 49 Final =cQ-• l�/ _� -_�. -._-__— __ --_._ _ Storm Drainage_ (Rein Drain)Final — ..—----- ---�_ — Sidewalk Curb&Street Final Approach BLDG. DEPT. -;L. TEMPORARY ----- CEN TIFICAIE OCCUPANCY , Final CERTIFICATE OCCUPANCY _ I� Landscaping 2anlnp Final i 1 i ;i '3. '®' T �, ,� TDfl � flTID � IJRflI � I � � P� OT� CTIDD DIS � DICT r P.O. SOX 127 • TUALATIN. ORCGON 97062 • PHONE 682-2601 COOPER & ASSOC SLOG July 8, 1983 11675 SW 66Th Avenue Tigard, Oregon 97223 52:5._ 1 25;'D- -098--000 Deal- Fredrick C. Cooper, This is a Fire and life Safety Plan Review and is based on the 1979 edition of the State of Oregon Structural Specialty Ccde and Fi -e and life Safety Code (UDC ) and the 1979 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and life Safety Code (UMC ) and local urJinances Exit corridor wall at lunchroom location is provided with excessive glass vision panels. (UDC 1979, 3304(h ) ) Hardware for all doors required for egress is required to be Of a simple type having no provisions for locking against egress, with obvious method of operation. Flush bolts other than listed automatic are not acceptable UDC Section 330:3 see exception ) . Surface flame spread rates of walls and ceilings, minimum requirement stairway 25, corridors — 75, other rooms —200 UDC Section 4204. All exposed insulation materials, in-A uding facings, shall have a maxi,rum flame spread T•ating of 25 and a smoke density not to exceed 450 UDC Section 1718( c ) Thermal insulation shall not be installed Wi :hin 3 inches of a recessed light; fixture enclosure, or ballast and sha11 riot be installed above the fixture as to trap heat. UBC Sec t; ton 171H( d '', A firefighting water supply is required ( prior to any combustible c (-,nstruction ) within 250 feet of all portions of the building tUFC Section 10 301 ( : ) ) +IIJ iR''IF FA W t �"X19 ®� I �1fl �flll (1 RHK HU PHIME MERV 1 1 P.O BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 Documentation must be provided indicating hourly fire ratings of fire door assemblies Please be advised that in order for the upper floor to be considered an occupied usp area the facility must be 1-hour fire resistive construction or provided with automatic sprinMlar protection This structure ( or tenant space ) has not received a final in ,pection and i5 NOT approved for occupancy Not lass than one approved fire extinguisher with a rating of not less than 2-A 10-B C shall be provided for each 6000 sq. ft. of floor area or fraction thereof The travel distance to an extinguisher from any portion of the building shall not exceed 75 ft (UFC Standard No 10--1 . ) Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government Normal office hours for Fire District Inspectors are from 8: 00 to 9 00 a m, and from 4. 30 to 5 00 p -� Inspection request4 and questions should be made by phone during these hour ; only Whenever posi, ible please ask far the inspector you !dish to tal 'K to by name Not less than one approved fire extinguisher with a rating of not less than r-_'.-A 10-B - C shall be pru,, ided for each 6000 sq. ft of flour area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 ft (LIF" ' Standard No 10-1 ) C', eft.44henitt! Fire PT'e\ ention bureau TFFM7260 OCCUPANCY FILE LIST APR 2 TUALATIN R F. P. D. PAGE <KEY INFORMATION> ------------'---- <CONSTRUCTION INFORMATION> CFIRE PROTECTION IN FMZ-Occupancu Number -------------------------- ------------------- --------------------- 1. Floor Construction WOOD 1. Hazard Class 901 252D-098-000 2. Floor Coverino CARPET 2, UqC Occ Class 1 3. Roof Construction WOOD FRAME 3. 2 Bus-Occ Name & Address 4 Roof Cuvering CLASS A 4, 3 ------------------------------ - 5 Flue Type METAL 5, 4 COOPER & ASSOC BLDG 6. Heating System Type GAS 6 Heater Room Enclos 11675 S!: 66 AV TI 7. Interior Finish Type: NONCOMBUST 7. Number of Stairs <BASIC INFURMAT+,ON> 8, Exterior Finish Type: WOOD 8 Stairway Enclosed 9 Structure Columns WOOD 9. Number of Vert Sha I Ot-cupanry Phone -639-4914 10 Construction Type 1 10, Exits Manager 's Name M Phone 11 Total square feet ?050 11 Attic 5t ---------------------- 12 Main Floor sq ft 2050 12 Alarm Shutoff Loc 2 Fredrick C. Cooper 13 Basement sq ft 0 13. Power Shutoff Loc 3 -639-8209 14 Building Height 14 14 Water Shutoff Loc 15 Number of Stories 1 15 Nat Gas Shuto-f Lo Business Mailing Address 16 Building Valu. 90000 16 Fire Dept Cona Loc ------------------------ -- 17 Cuntents Value 60000 17 Sprinkler ';ontrol 4. 18. Other Value 0 18. Type of Spr Syst 5 11675 SW 667h Avenue 19 Ins - Building 90000 19 Number c.F Heads 6 Tigard,Oregon 97223 20. - Contents 60000 20. Sprinkler Supery 1"1 - Other 0 21. Hazard Classif Owner's Name, Phone, & Address 22, Ceiling Type GYPSUM 22, Anti--Freeze Syst -""'- ---------- .3 Wall Framing WOOD 23 Area Covered by 7. Erhardt Steinborn 24. Stand Pipe Size 8. -625-7815 25. int/Ext Stand Pi 9, 26 Water Available 10 11675 SW 66T Avenue 27 Attic Access Loc 11 Tigard,Oregon 97223 <SECURITY INFORMATION> 12 Property in Use YES -------------______-. 13 ISO Class 3 1 Alarm System Type PHON 14 Census Tract 307 2 Alarm Number 15 Code Ed!tton Used NONE 3 Alarm Comment Cole RUTiGLAR 16 Date Built 01-01-64 4 4uard Spcurity Sprvirt N11!4F 17 Date Remodeled 0I-01-64 5 phone NON-E 18 Insp Type/Month ICO /12 6 Watchman on Duty N 19 Propertu Type OFFICES 7 phone NON-E 20 Special Har Type NONE 8 Guard Dogs N 21 Special Hazard Loc NONE 9 Guard Dog Uwner's Namp NONF 22Misr Number 1 0 10 phony NON-F OCCUPANCY FILE LIST APR 26, 1983 12: 41 57 PAGE 6 <CONUTRUCTION INFORMATION_+ <FIRE PROTECTION INFORMATION> - 1. Floor Construction WOOD 1, Hazard Class 901 391 2. Floor Covering CARPET 2 UBC Occ Class 1 0-2 3 Roof Construction WOOD FRAME 3 2 'tdress 4 Roof Covering CLASS A 4 3 ------- 5 Flue Type METAL 3. 4 11 6. Heating System Type GAS 6 Heater Room Enclosed N AV TI 7 Interior Finish Type: NONCOMBUST 7 Number of Stairs O 11ATION> 8 Exterior Finish Type: WOOD 8. Stairway Enclosed N -••-- 9 Structure Columns WOOD 9 Number of Vert Shafts 0 - hone : -639-4914 10 Construction Type I 10 Exits 2 dame M Phone 11 Total square feet ?030 11 Attic Stop- 0 ----------- 12 Main Floor sq ft 2030 12, Alarm Shutoff _oc : I-W Cooper 13 Basement sq ft 0 13 Pot -r Shutuff Lac I-W >9 14 Building Height 14 14 Water Shutoff Loc O-N 15 Number of Stories 1 13 Nat Gas Shutoff Luc O-S titling Address 16 Building Value 90000 16. Fire Dept Conn Loc NONE --- 17 Contents Value 60000 17 Sprinkler Control Loc NONE 18 Other Value O 18 Type of Spr System NONE 11;h Avenue 19 Ins -- Building 90000 19 Number of Headf 0 uon 97223 20 - Contents 60000 20 'lpiinkler Supervised N 21 - Other 0 21 Hazard Class':f LIGHT me, Phore, & Address 22 Ceiling Type GYPSUM 22. Ant• -r -_, System N --------- ---------- :3 Wall Framing WOOD 23. Area Covered by Spr 0 ,.inborn 24. Stand Pipe Size 0 f3 23. lnt.'Ext Stand Pipe NONE 26 Water Available HYD ,,Th Avenue 2-7 Att!c Access Loc I-W non 97223 <SECURITY INFORMATION'S Use YES ---------------.__._ 3 1 Alarm System Type PHON t 307 2. Alarm Number nn Used NONE 3 Alarm Comment Code PURGLAR 01 -01-64 4. Guard Security Service NONE Ied 01 -01-64 3. phone NON-F /Month ICO /12 6. Watchman on Duty N upe OFFICES 7. phone NON-F Type NONE B. Guard Dogs N . ard Lot NONE 9, Guard Dog Uwner 's Name NONE I 0 10 phone NON E 4504 BUILDING PERMIT APPLICATION TIGARD DATE. Tom_:__ THE UNDER,;IGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDERPHONE OR AS HOWN AND APPROVED IN THEAt:COMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE c� Fir( 'Z LOT NO..---- --- — j OWNER BiADD ESS 1 ib.� --- - - :' rrtland, Or. ARCHITECT David Vonad a v�i tI - ENGINEER ;kArNir ' I� DE8IGNEFI^t 'k`nritA Srh>zht.�c-. BUILDER ADDRESS _ - STRUCTURE NEW _❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE n DEMJLITION ❑ RESILIENCE F1 COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE c BLDG.TYPE -5-4_`F IRE ZONE - PLAN CHECK BY E'P,; HEAT .; to work for !t[fice oldg-., includin,r +�.rAdir:s , r*virrr., cone. .Orlt, — ittil.fe.y services, "tore L Raiiit:ary nevem C rrri.?at on system. SEWER PERMIT M -- ACC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA _ NO.BEDROOMS VALUE --_ BUILDING DEPARTMENT — BET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit �� MIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING �►�.��D! REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WI_L BE DONE IN ACCORDANCE WISH THE PLANS AND SPECIFICATIONS AND IN COMPLIAN17E WITH ALL APPLICABLE COnES AND ORDINANCES. THE ISSUANCE IF THIS PERMIT DOES NOT WAIVE Sub-total _ RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS ]LICENSE.SEPARATE PER! REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax _._ --------- SDC- Total Z - --- PDCN APPLICANT OR AGENT BY a o - 2.1 s i 3 - --- ---- Receipt No/�7 -. Approved -- - A I c. -- aNe Ira- DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE l s I Contractor Permit No. Rough-in ` �r n Fixture Final HEATING Contractor s Permit No. Gas w Oil nnugh•in ` •-- �— —�-- 'sinal SEWER _--- Final V DRIVEWAY - �._-^ — Final Sturm Drainage (Rain Drein)Final Sidewalk Curb&Street Final Appi each BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY - Landscaping Zoning Final f� 1 ,r 1i1. 1'9 111; 1, t1h'� i ti>t, 83023983 CCS PRO PERTLIMITED (503) 639-4914 1 1675 S.W. 66th Averue Portland. Oregon 97223 July 5, 1983 Washington County Courthouse Washington County Assessment Department Hillsboro, Oregon 97123 Regarding: Tax Accounts 1S1 36DD 04300 1S1 360D 04400 1S1 36DD 03800 1S1 36DD 03900 Gentlemen: tax In connection with the above cref referee a nced , taxolotsatlthis bemedvised that it is our intention ,,ill be a part of the current deeiing ConsolidaLion of these tax lots and mortgaging process. Please issue all future tastatementsrec 66th Avenue, Tigard, Oregonording of the pconsolidaerties ted tax lot, please notify the Cityofc'Tigaate o of ion:Building Department) of the new tax lot nl!mber an Thank yoil for your assistance in this matter. t Respectfully, STATE OF OREGON C SIS PROPERTIES county of Washington S C S. I,Donald W Mason,Director of Assessment end Taxation and Ex-Officio Recorder of Con- vevances for said county,do hereby certify that 1ho will•m instrument of writing was received Fredrick Cooper enc'recorded in Gook of records of said c ounty. Donald W Meson, Director of Q Assessment and Tar.atron, Ex- 5 officio Chief Deputy Clerk �1 L C� 1 b, _7�D,9 rd 1983, ,)L -6 GM 10: 57 r""inure joy fc / 0 S S(.'I C.fT11 SC.��►C�Ct ric-n 1, C l J .;, r■+�v rAnftj ,,sr!%j="PNT SERVICES Y Amm J BUILDING PERMIT APPLICATION TIGARD DATE-- THE ATE—THE UNDERSIGNE=D HEREBY APPLIES FOR A PERMIT FOR THE WGRK H=REIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVEDINTHE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE O_:NEFl P N4 4QN�! Ob ADDRESS�?T.� SPS �►G '�"� -- NO • — ARCHITECT r-_- yj� ENGINEER ., BUILDER ` p► sal? �. ADDRESS (� _ �ara�NP Pj(j. CESIGNER STRUCTURE Cl NEW -- Cl REMODEL ❑ ADDITION -:1 REPAIR El RENEWAL ❑ FIRE DAMAGE�EMOLiTION RESIDENCE ❑ COMM ❑ EDUCATIONAL 1:1 -GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CAR PORT ❑ GARAGE Cl STORAGE_❑_SLAB❑ F'_NCE c_-C.Gii?ANCY _ `_3...LAND USE ZONE _lJr--BLDG.TYPE -" FIRE T_ONE_,_— ...-PLAN CHECK BY HEAT_""' — 1 �I�' la__1 �"'!�• — •tea . s. eso [a'(��1 _kel 1' _ V�d !A G' Ytr� 4:Ig-prop.14 SEWER PERMIT If OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES ^ AREA NO.BEDROOMS •"" VAL.UE BUILDING DEPARTM=NT SET BACKS _FRONT _REAR LEFT SICE RIGHT SIDE Permit THIS PERMIT IS ISSUED SU8!FC"TO THE REGULATIOKS CONTAINED IN THE BUILDING CODE, 700 REGULATIONS AND ALL APPLICABLE.CODES ANU ORDINANCES, AND IT IS HEREBY AGREED THAT T1 Plan Check '� I WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICAT!ONS AND IN COMPLIANT WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAI Sub-total RESTRICTIVE COVENAIaTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY 136SINE LICENSE SEPARATE PERMITS REGUIRED FOR SEWER,PLUMBING AND HEATING. Stata Tax •fp --- SDr— Tot 71 -— -- --L�` v ---- ------------ - — PDG# APPLICANT OR AGENT By Receipt No. `Approved _ �_— ADORE --- — - --PHONE v ----- SOC S _ Poc - s SEWER CONNE'--TION S SEWER INSPECTION S SEWER SURCHARGE BUILDING PERMIT APPLICATION TIGARD DATE— 19� THE UNDERSIGNED HEREBY APPLIES F OR A PERMIT FOR THE WORK HEREIN IND CA FED BUILDER PHONE21*2VO& OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFIrATIONS. OWNER PHONE G 3T�wf rT _ /�� C LOT t70. 0.VAN NE �ls�f I�H!�JOB AQORESS ��If�� S� �� •_ _�----�_ L �` �A RCHITECT -Po-' Rq. -- ,7E. NGINEER ��Lr.nrtt �L�Ow1f �9 BUtLgER;td�ISI � � rl4c. ADDRESS L �` 9 STRUCTURENEW ❑ REMODEL_ G ADDITION 0 REPAIR C3RENEWAL ❑ FIRE DAMAGE ❑ DFMOLITION ❑ RESIDENCE COMM ❑ EDUCATIONAL ❑ GOV•T ❑ RELIGIOUS Q PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ 4LAB❑ FENCE OCCUPANCY LAND USE ZONE _CCP BLDG.TYPE _ -5-#V FIRE ZONE _PLAN CHECK BY_—_ HEAT. CA.'S1 LI V&Ufcat 54&yNt 47s,.2t+`� SEWER PERMIT I w OCG_.LOAF) FLOOR LOAD HEIGHT ""' NO.STORIES '^ AREA NO.BEDROOMS -- VAL BUILDING DEPARTMENT SET BACK3 FRONT39e� REAR LEFT SIDE RIGHT SIDE �J V X11 Parmtt THIC PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE.ZONING RgtUL.ATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Cheek **OAK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL. APPLICABLE CODES NND ORDINANCES. THE ISSUANClc OF THIS PERMIT DOES NOT WAIVE Sub-total nESTRICTIVE COVENANTS.COR.RACTOR AND SUFI CONTRACTOIJS TO HAVE CURRENT CITY BUSINESS - LICENSE SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBIN D HEATING. Stata True • SDC-- Total A __. pOCO AP NT VR AG T BY �nReceipt No. -------- Approved ADDRESS PNONE • S D C H s _ -----" �' L - I SEWER CONNECT IO y�c �= SEWER INSPECTIO a �`?' a� �P�� w I SEWER SURCHA 5 — P C — So ELI COOPER CONSULTANTS, INC. ENGINEERING I ARCHITECTURE I CONSTRUCTION SERVICES MW 3030 E. Camelback Road-Suite 230-Phoenix, Arizona 85016 TO ( I��'/ DATE ✓ / ✓ _ �.-J r�i -- RE. SLcj Coco ✓ ATTN: _ — OUR PROJECT NO. WE ARE SE4DING YOU r ATTACHED UNDER SEPARATE COVER VIA _Shop Drawings _ Prints _ Documents _ Specifications Catalogs — CoP), of letter _Tracings Other I Copies Date "item Cli c / (y� ✓ REMARKS COPY TO _ _ If material received is not as listed above, please -rusr f • us at once. 9/1/76 BY - - �- Woo,- Notes. BUILDING PERMIT APPLICATION TIGAFID DATE_ ---t9 THE UNDERSIGNED HEREBY APF-IES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE2 s--ay*G OR AS SHOWN AND APPROVED IN THE ACCOtAPANYING PLANS AND SPECIFICATIONS. O T NOR PHONE R AT y� 01AINEITIE R `s!tyw1 S�0 ADDRESS_�A1�/s 5_;Qj/��r- e' • f Q 17.r Sw �70�!`�wr A 'ENGARCINEER _ yr /'10� U T 01" DESIGNER �Nw S�brA►,fsaN `�,,,,� L yN�C. ADDRESS «'t� BUILDE�i �0� ' _'° — STRUCTJRE NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR G RENEWAL ❑ FIRE DAMAGE C1DEtdOLITION U RESIDENCE XcOmm ❑ EDUCATIONAL ❑ GOV'Y ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCF. C:;GUPANCY LAND USEZONE _ C BLDG.TYPE f FIRE ZONE-:--- PLAN CHECK BY MEAI' OL �' :!FWERPERMITN OCG.LOAD FLOOR LOAD HEIGHT NO.STORIES_ Z AREA-.---NO.BEDROOMS VALUE5ck> ANG DEPARTh7ENT SET BACKS FRONT REAR L c_FT SIDE,. PIGHT SIDE -Porten I'1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CON F.41NED IN THE bU1L01NG CODE.ZONI14u REGLIL .-IONS AND ALL APPLICABLE CODES AND OFIDIN kNCES. AND IT IS HEREBY AGREED THAT THE Plan Check f WORK WILL. PE DONE IN ACCORDANCE WITH THE PI-ANS AND SPECIFICATIONS AND IN COMPLIANCE I �- 90WITH ALL APPLICABLE CODES ASVD ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS.CONTRACTOR AND SUS CONTRACTORS TO HAVE CURRENT CITY BUSINESS Z LICENSE SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax - SDC-- Total APPLICANT UR AiENT By ;1. 1.- z, ,__ ,234-g4r/ rcelpt No. ADDRESS PONE Approved a - -- s PDC ___._ �: R � lob tvyv►c�ll'CQa�Yp>� _SEWER CONNECTtON 5EWF_R INSPECTION $ --- _' SF!,Cfi SURCHARGE - vAJrtAP.. gI +bd, rD a j N G . comments: CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT DATE: -- -.AMOUNTS DOLLARS NAME: CASH: ADDRESS: //6 91J.e. _ 41jjEC� -- + 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 40365 SYSTEM DEV. CHARGE 25-366 PARK DFV. CHARGE #1 30-367 ��rr "'<o0.M & • PARK DEV. CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 �Mj. !r�� .C•�Q - TO[ALS RE(-EIVEr)BY: PERMIT NUMBERS ASSIGNED: `� - -- -- --- Number Amount Number Amount Number Amount - - 5---.— - --- S RECEIPT + ? 0 0 I ' CITY OF TIGARD--12420 S.W.MAIN-TIGARD,OREGON 97223 ��,p RECEIPT _ GATE: �L'�C. AMOUNT: ,, T ��I.,-e t 1 ao/ _ �✓�6�lVt-- --DOLLARS NAME: _ ?I''� F Q!�*1" _/ti. CASH: ADDRESS: s(�� CHECK: M.O.: _. T 0 OF FOR- ACCT. • PERMITS SURCHARGE AMOUNT SEWER BILLINGS 40-364 S BUO NESS LICENSE - PLUMBING PERMIT 05-332 S — MECHANICAL PERMIT 05-332 -7 Jr.s-"D 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. C4ARGE #2 30-r68 _ -.— --- — ZONING ADJUSTMENTS 05-262 TOTALS -- - ��%',L=s JI f RECEIVED BY: �_— - --- - PERMIT NUMEERf ASSIGNED: Number Amount Number Amount Number Amount S $--1,I xs,- 'D ---- s 14 2 31 WASH;NIOT` COI DEPARTMENT OF PUB L I C Hi. _TH ENVIRON',ENTAL HEALTH AND SANITATION Application Date: L — DATE OF CR # 34- I NSPECT I ON �j - 5 -� ,� � ��R AUTHORIZATION NOTICE a M'ap and Tax Lot Number: Township ( S Range ��-� Sect ion �_�,�� 7 ,L. cD Road and Address J , Property Cwner 1�-_T— - C�+.�.0 lj « • -- y 1 1 ' This notice authorizes the use of the on-site sewage disposal system located on the property identified above fo serve a C 'r with a sewage �t �F 3f structure) flow up to `L'': �l,ham_ ga I I on av. CGND;TICNS OF APPP,OVA.L: . ;� A,/,o San i to r i an G Date SE-17 1 11214131 1',CDPH t N! 1 f ' First American Title Insurance Company of Oregon 4n Ulunrld Duungt Rome of TITLE INSURANCE COMPANY OF OREGON 47IN W`r WASHINGTON COUNT`. OFFICES 3843 S W.Hall Blvd 7412 S.W.Beaverton-Hillsdale Hwy. ac.verlon,OR 97005 Portland,OR 97225 Phone 641 7000 Phone 2977771 i r May '31, 1983 City of Tigard 12755 S.W. Ash Tigard, Oregon 97223 Ra: Loan on the property T.L. 3900, 3800, 4400, Arid 4300 Gentlemen: In connection With the above referenced tax lots in 1S 1W 36DD, please be advised that cur preliminary titla report has now been revised to include all of the above tax lots. Upon the mortgaging of the property all of the Tax lots will be deeded in the same enity, as well as all of the property mortgaged for security purposes. Upon the deeding and mortgaging of the above referenced property into the same enity, it is my understanding that a single tax account will be created for this property. A letter will be directed to the Co+tnty signed by Mr. Cooper requesting same sa that no problems will arise. (Enclosed is a copy of the letter that escrow will have Mr. Cooper and Mr. Steinborn sign to the County.) If you have any questions regarding the above, please do not hesitate to contact the undersigned. Very truly yot_r ►, Piz-Fit American .'ttle Insurance C:-lmpany of Oregon 1 Gloria Miller Raleigh Hills Office copies,; file Mr. Cooper i 1983 Washington County Courthouse Washington County Assessment department Hillsboro, Or-igon 97123 Regarding: Tac account 1S1 36DD 04300 1S1 36DD 04400 1S1 36DD 03800 1S1 36DD 03900 Gentlemen: In connection with the above referenced tax accounts please be advised that it is our wishes to create a single tax lot at this time. We have currently completed the deeding process to create a single tax account please refer to deed recorded as fee numbers recorded of the dates oft Please issue all future tax statements to: C.C.S. Prvpertles - 11675 S.W 66th Avetxcq, Tigard, Oregon 97223. Thank your for your assistance in this regards. Very ':ruly yours, C.C.S. Properties Frederick Cooper a. Erhardt Steinborn s FINAL ACTION VZ STAFF REPORT SITE DESIGN REVIEW TIGARD PLANNING DEPARTMENT 12755 SW ASH AVENUE TIGARD, OREGON 97223 DOCKET: Site Design Review SDR 4-83 N110 #4 APPLICANT: Fred Cooper OWNER: Erhardt Steinborn.. � 11675 SW Ave. 9255 SW Pacific Hwy. W 66 66 Tigard, Oregon 97223 Tigard , Oregon 97223 SITE LOCATION: 11675SW 66th Avenue (Wash. Co. 'lax Map 1S1 36DD lot 3800, r,n _6 end 4406 . ZONING DESIGNATION: CP COMPREHENSIVE PLAN DESIGNATION: CommerLLa1 Professional REQUEST: For a Site Design Review to construct a two story 11,070 sq�. , ft. addition to an existing 2,700 sq. ft. sing a story office ut`�ding. PREVIOUS AC'T'ION: None SITE PLAN/DESIGN REVIEW: The applicant is proposing to add on two stories consisting of 11 ,070 sq, ft. total to an existing 2,700 sq. ft. existing .iffice. 'There is sn existing house on the site which will be removed. The plan as submitted meets all setback and dimensional requirements outlined in Chapter 18.40 of the Tigard Municipal Code, however, in order to complete the project as designed, SW 66th will have to be vacated. The applicant submitted a vacation petition to the City whi-h can not be processed because 66th is under the County's jurisdiction. The parking requirement for this site is 40 spaces (13,770 T 350 = 40. ) The site plan shows 54 spaces. The Tualatin Rural Fire District has been notified of this application, l.owever, no response has been received from the fire district. Access to the siCFw currently is from SW 66th Avenue, however, with the construction of the new Haines Road off ramp, SW 660, will not be utilized. The applicant proposes co utilize the vacated portion of SW 66th for landscape and an access drive. Access to the site is proposed at two points on SW Baylor. Presently Bsylor Street is a 60 foot right-of-way not improved to city standards. After reviewing the access plan with the City's Engineering Division, staff is concerned that on-2 of the access drives is too close to the freeway off ramp. Once SW 66th is vacated, the City would like the County to require a cul-de-sac at the end of SW Baylor. If the County does not place that requirement on the vacation, the City will require that the driveway adjacent to the freeway off ramp be relocated to begin at least 30 feet from the intersection. Plans for public water and sewer connections were not submitted. The existing office is not: connected to public sewer. There was no sit- drainage plan submitted with the Site Design Review application. r ti 1 1 1\ •." ,.,, 4.. 1«.!\ 4. 1 / 1 1 b/ / .♦ •,. • + ' , w -. ea. ,y 1._HI .4 ►.l 1[ ••� w,y .w '� CAT= 2 MA�T•C:H= i aF:.P 1: L'S_ 2 PROI:" CL.E.= i T{Rr' i BLDG , CODE= i LUMBER = I ROWS BRDG= .. _ � '� ,� ' ' 2 NO ./ WEB`: i S RE%.i --1. , 0a CAM 1 Tl..::- 4 , (1000 DL : 0 1 000 ;PAN= i9FT t - 11 , 0 (laalN . T'R= 61 0000 T;R = 0 1 0000 TL PTE= 4 , 0000 HALF ' DLE= 0 1 U 0 0 0 DC;L= 22 . 0000 DRE= 0 , 0000 DIST L= '1 1 0000 DIST R= 0 1 0000 FAN= 9 . 07 .x,� 0 DTM SLOPE= o l 0000 LAIzI 4c PINS & E, D '.1 ST . .T.L= i@o , � oaa 06)0 l oclaa Bi_.W ot� n 1 0000 nc�o , uooa �rR �: a � (1 , aGan TOP PANE::LS ( NC) , r. - - iuE►a , Suan Did = 0 (?O 10000 0$0 t 0000 w I._I::NGTH � = ic�.� 1 � �i0 "I(�?2. 1 1) 000 1@26 , 62SO owl B•TM P ANI-.Ly ( NO . P LENGTH ) = 8(427 . 0000 OC Pal TOP = 4:36 , 00000 PSF" Ei-rM� a , 00000 P !"' LIVE= ':in , 00000 GF) AN= �?39 1 F10 () n I:<k::= 1 0 0 0000 DEG 1 UPI , _• , C-• 1. 0 , '06 P-�� 17 �i W -� 7 , '73 M� 1 , Sa l.. « 4 , 3 (1 onaa � ? ry T=26 , f.3:3 I:" . , 10 L F 0 i P i= i , t C N" _, / i '::: T= B='�"' �' Lri a J C)H NO , 4--83- 023 M ,.« A'T CI'I .I: NG PARAL.I...IIL T'�`PF.:: W3 W.I?a * O . C .C) LSPACING AMID: - w �� 24 . t) 0 II'�! , C:t:INT•i� C)L, * HORIZONTAL SPAN = 19 w T 1 i i , 0 0 .IN , * TOP C. ICIRD I._D , COOPI .R CONSULTANTS - S t:)I"F ICI : * DIEP TH - � a 86 (l () i --TENS ION 4►1 L::T{ LTAN I w- P�;M• �� .R. 1 f1 a * 1VTM CHORD I_D 1 = 4 a 0 PGr' ^« > orf a COMP WED ( L../R ) F-- TOP TO TOP {E:AR :ING CONDI ITIONS * �T OT I-OAD 1. Sa . 00 PI...F 3=hIANI< I .:' 1' r " * 1007- I=•L0OR -- "BLDG . CODE := I , C . D . (.1 , * NaCl! I:::Q , 0 < a * 0.,, 4= T+ MOM , �►? PIN 0 � �. c.. , r- MFG . PLANT C0N T R 0L a � PIN '� T(.1i� ��;:�C }• MSM , (? PIN Q * BTM . f��IURD �' ,�L-(:)'.) ��D U a 0 a U I N , /F'T , * i a 4 t 91- C CI N T'FZ C t L i f� "X WE'D JOIST f�!€:1RT1•'it! , » W17D 6•--C+ Mom @ Pr'sNE:I_ �IE:ST' *MAX DIST ( :IN , ) (:)i" PI��;1 OFF DRG . SURFACE:* ALLOWABLE LOAD= 9i 1 9I� GFS: � � ,., 1630 E� �: :�h'I C)P ROAD * _ ��' `�' '�' ''" ' L F• LEFT= 1. 140 `' T �. ' IJ , f M a R 7. (.� T , o c� �I' 1 I.. 1 D - Z a C.I•'I I�H A L �. ;a , �1 A S I"! , 901:3312) * i i R I::.(;1 D X ' ' ( .� F T ._. �'�,'«. ' -LIN F T (�is � . J -- «. ,. .. .�.....,..._..« .__.. .«._--._-._...««« ...._._« _.......__«.._........__._.._......« ...�.«...._..... .__-.._,�..... ..._�._ «..........��:_«.� � _ ._ .� �. � �. M D h-�:17 -- n , a 3 :r. N , .«. �.,../ � ��; .:,r ��; =•t::(:)M N'R E::i �T (:3 N 1� I: AC'rxC.1NS I...EF''T .... c•� :i - . _.........«__....«....«...... _.. .......___...« .-.._««....._........_..... ..... .,,..._. ... _..... ..... ..__ _ 1. 349 , 4 LT_• 1 � W T; ...0369 L.. L •4199 ;:) ....1. 034 S 53t:, '►. S a � t�`,� r' % - r% 4,a 2 4 L_ --31041 L_ 2 14;.:?\ i. 436 997\ S q i \ 1% It . 0 •464\ x;'64\ n i tr f� � Ir 0 03/ 14 T1 i 0 i 9/ S22/ 39/ aa3/ '�4� / i 3��/ �. (. #�t3/ �` 6-� D 9 L u Cr- _. 00 ,2 \ _ ..._...... ....__.«..«. .... 204"l' L 363f3 3 4747 "i ':i310 S r�3)41 S% 4842 3 3794 L 2277 L 4---B3---- 023 M A'T'C;h•i :!: N f; i��' �i Int ��L L E L T Y i�> IN'._�:,�._.«.._._..._.....W.��.y�«...._....�i«,f}_.._.._...«....«.....,«_.............«.._._......«......«.._.«......«...._«.._......... _.._....«......_.._.«.............._..._.....«......_......... ..«....«.._....-«.............. .«........_.. }°'nom ��R r N(� I._oc#��"r:I C.lN G , ,:.. �.. �rl�•I 22 . 00 • 7 - ri (0 P L E:: "T AT ( �. �T�(. P CI-i0RJ) 1. i 'RL*.' ) 1r . E� t) TDP RI (.,HT AT ( 0 ---10 ) _(�J1.. r 1. .. 2Xa ;� ia () fi.... �. , f�i::: � I"ICl� D L..{�.��C7T'' I ':>o ) FT � � APPROVED FOR 1 (.)I L t _ t. 9100 IN , I� FT T E .t) T , 00 PT.N TO P :I ��! � 1. 9 r�'r , i �. , 0U I�! 1 RICHT PRODUCTION .T.(�r i� A�!►�.I...t:'> i � f? , :�','� t) '�f� �:'_7 , 0 0 0000 i C� 2�� , 6 2�0 � C�P I� I C H�r E��!D �- 6 . 60 2 ROW OF DR :IDG :ING AT PIN - e' I N S 0= 0 , 375 - 0 )s.. .a 2 to BT M DRG , T t7 T{I? C, MAIN `; PAN i`E «. i r7 FT , i j. �. L `'r° IIR :I: L..L PATTERN TOF' L ,4S---- t.SL. PATTERN `' S � , a � IN , + � :D i"� 1 L_L P �'E �:��•T � �I...._ r �L CAMBER � ..« � , � � z� 1 cAM�{IA�r h� l_A�rE � 0 , 0 ( a :c �'� , r ,I DTM P iNE'L.. BR 24. DT LEFT 'E-ND - 9 , 92 PIN TO P IN 19 . 92 IN , j UT�M RIGHT EN-D I''(:T'c D �. r 1.1 ,...U 1 ....2 X 4 221. a 0 f _ - I �. I i:::( lJ :I �. , D E:. C i i C:l i7 D I...I:::N C;T11-4 - 1. 9 F T 1 i i 1 a () ��! r(;1 .« (3 . 6 � ... 8 , E� 4 x. 1. , 6 7 2 , 6 i� .. , 6 1. �. .... �3 , 6 t3--- i 6 i6..- 2 , 6 i3 S 6 2 5 � (.. �. ... �.. a ... 910 _.«...«__ .«... ... . ....._ '3 4 . J. a '- •' , i /'... 10 , 1 1. 0 ... 1. 1 1. 1. 2 4 . i J. 4 ? 1 16' ' 1 0 1 i t,? S . U 0 � _.....�_. ...«««......... ._ «......«............ _......__ _.«..__. _..«..._..« _ � i 1 �. J. - l i , a 4 •8 3 ' o e'*---):3 O A'T c:I-I I N G ;) A IR A L L��.L TYPE W3 W,7 2 4'_.... «..... «..:'IP ...._.._._.._.......«2«...._._«.......«......«._..._......«.«.«..___._..r._�._._.�........._..._ «......_..__..«.«....«.._... ...._.«_�...._.«�....«. ....« ._..«.«.. 2 . 00 TUI:tE. REQD/ ..1'011 T i , 0 0 019:::: 30 - 97�7, 9 :C 1 0 00 ( 8= 4 , 42 i 1 000i6 - 26 :1` NMPR DIA , ...t%A , i••IC�Li::*13 I._i: N(:71Tr• I T0TAL. N M B R DIA 1 '- f:A , HOLES LENGTH �T1)TAL_ 1.) 001. 6 L----I... 22 , 754 , r i 1 , 000t9 ... L_ 1_a , 046 it i 001. 8 I_. ...I... 24 , 546 2 1- 000J- 9 L-L. 24 , `346 22 (10 0 19 1... ._.L 24 . S46 i i , 00018 ii I! ....L �.4 , �4 ��4 i...••••I... '4 1 146 C i 1 , 00019 �� ' 01 6 1. 1• i 4. , 00016 LL. 24 , 342 it j f3 1 , Q 0 019 (%:' S 24 , S46 f3D 4 Lu 1� Q J a. O DATE 0-29-?,3 SHT. -1-OF-AL. •e� s«+ , .:: ..__ ;.� . _. IF THIS DOCUMENT IS LESSIi ( - rrr�TLE^T_ THAN THIS NOTATION , 2i � : � �T� I OBE (319%9%3T IS DUE TO 7 HE QUALITY OFTHE �?RIGINAL DOCUMENT . No.36 E IZ BIZ 6I I $ i IIlIII�IiII LT $T 91 '6T ET ZIT TT T I 6 $ L $ 4 � I Z � I ' 1111 Ill! Illi 1111 X111 III) I!II (III !I!i 111) I111�1111 IIII IIII 1111 IIII ilii IIII IIII IIII till 1111 11'!'';!911!11 II1111 IIII IIII�J II 1111 II I Illl�fillllll II � I aaaw - ( I 1111111111�lIII Illl�illl �� I I .lililll�llll IIL Ill.l1 w Ulr NU . - 4 kib-- U �_'S NAML=I;UUVIt-K LUWWLIANI .� U1' h- IGL VL: i16NLK =1IH NU . I•: LUv= 1: ITFL'=1J9 IUL , ;1LY � U , 1 U6t 1= ; 22 111 PRI = 1 CAT= 2 MATCH= 0 SERIES= 3 PROFILE= i PRG , = 1 I3LDG . CODE= i LUMBER = i ROWS BRDG= 2 NO , WEBS= 1 STRES!3= 1 . UU CAM= 1 TI_ = 5 . ':11000 BL - 0 . 0000 SPAN= 23F'T . - 3 . 6250IN . TR = 6 , 0000 BR= 0 . 0000 TI_ PTE= 5 , 5000 HALF PAA= 8 , 9915 BTM SLOPE= O . 0000 DLE= 0 . 0000 DCL= 22 . 0000 URE= 0 . 0000 DIST L = 0 , 0000 DIST R= 0 . 0000 FEARING PING 3 H DIST , TL= 190 , 5000 000 , 0000 11= 090 . 0000 000 . 0000 TR = 000 . 0000 1200 . 5000 BR = 000 , 0000 ORO 0000 F5K. TOP PANLLS ( NO , 0 LENGTH ) = 19. ]. !:3 . :3125 '7027 , 0000 1010 , 3125FTM PANELS ( NO , 0 LENGTH ) = i022 . 8.1t0 80271 , 0000 1022 . 021. 0OC = 24 . 0000 F'SF TOP= 86 . 00000 I' SL" FTM= 4 . 00000 PSF LIVE_ 50 . 00000SPAN= 2'70' , 6,2SO SI:_= 0001 DEG , BTM . = 0000 C= 13 , 64 P =3 , 42 W=10 . 06 M•= 1 . 94 L= 5 , 04 T=34 . 09 MF=1 . 21 LF=0 . 23 PF=1 , 42 CF =2 , 00 T=26 P=24 S= 9 L=14 c � d OB NO , 4-83-023 * PARALLEL TYPE W4 WJ28 'K O . C . SPACING = 24 . 00 IN , CONTROLS U 0 I JOB NAME * HORIZONTAL. SPAN = 23 FT , 3 , 63 IN . * TOP CHORD LD . = 06 , 00 NSI" i=TL:NSION WEB COOPER CONSULTANTS OFFICC * DEPTH = :22 , 00 * BTM CHORD L.D . = 4 , 00 P ::3F 2=COMP , WEB ( L/P ) * TOP TO TOP BEARING CONDIT76NIS * 'TOTAL i_OAD = 180 . 1) 0 PLF 3= IIA3d1< IN$ON EIO . e * 100% FL04"R - BLDG , CODE = I . C . B4O . * 4=T, MOM , 0 PIN O * * 100 . 30 ;: CONTROL '::> 0 PIN 6 TOP S=C1• MOM , R !:1 IN 0 MFG . PLANT * F'T'M . CHORD OLOP ��D 0 , 0000 IN . /FT , * 102 , 361 IUNTROL 4 2 PIN 3 BT'li 6=C+ MOM 0 PANEL x WEB JOIST NORT11WI: ST *MAX DIST ( IN , ) OF PINS OFF BRG . aURIr'ACE* ALLOWABLE LOAD= 90 . 3F SF= I S 0 . '::;PLF � a ir,-,0 BISHOP ROAD * L.LFT= o. 97 RIGHT= O-R7 * T , L . DEFL , = 0 . 54 =L;' S27 T=TEN'3ION � a CLIEHALIS , WAST-I , 98532 * 22 IREQD X 24 . 0 FT = 528 , 0 LIN , = T , * CAMBER = o. r8 IN . = L/ 1567 C=C0MPRE9)SION R L*7 ACTIONG L1::-'F T 2 17'..' : 9 LB . RIGHT 2183 . 3 LB . B 9bT3 L -3022 L -4873 L 6214 0 7013 S -7280 S 7013 S 6214 L 48?7 L -3021 L -967 $ pArrvT r7lGNT \ -2409\ 1903\ -1451 \ 9'37\ -474\ it\ 496\ 979\ 1473\ 1923\ 2407 'D (3Gv6- " ` / / \ / \ \ / \ / \ / \ T / \ / \ \ / APPROVED FOR J 2409/ 1923/ 1472/ 9J/ 496/ al / - 4175/ 9ST/ - 1451 / - 1903/L. -2407/ PRODUCTION ' _ ._._. ....__._....__•__ 1964 -_ 4668-L ,5676 3 6741 0 _ 72'74-r3 T<_'.74 -5 _6740^ S 5675 L 4067 L 1963 L 4-83 - 123 PARALLEL TYLE W4 WJ28 DEPTH 22 . 00 � I <,,,. � I -T0:PRING LOCATIONS RE5 TOP LEFT A'T ( 1 - 0 ) TOP RIGHT AT ( U -12 ) Na p NGER Jorrorg , I TOP LEFTD 22 17LS1,'S)0ED i ;2X4 24009 2 . OL CHORD L..ENGTH = 24 FT , 3 . 13 IN , f 9 Erc1 a � Pi.+/ s 3d -1� TOP LEFT END = - 5 , 50 1' IN TO PTtJ = :23 FT . :3 , 63 IN . 3L1P RIGHT END = 6 , 00 T 0 P PAN[=L.S iP 18 , 3125 9@ 27 , 0000 10 18 . 3125 130-r7oAt c/40R D ;' RGIJS OF BRIDGING A'T' PINS 4 B BTM IIOR :IZ , DRG , TO BRf:' , MAIN SPAN = 23 FT . 3 , 63 IN , v S=X0 , 3?5 L=11 . b25 DRILL I''A1' i'ERN TOP 41_- 45-- 4L DRII_I_ PA'T'TERN BTM 31_- - 5S- 3L CAMBER is 1N . T:AMI3EK PLF+TE = U . oro IN . Gtue uP Foc- � ow ,vo- BTM PANLLS 10 22 . 8x25 80 26 . 989q 10 22 , 8125 c-RAoc-y s L. E •�THs BTM LEFT END =- 4.0 ¢ PIN TO P :I: N = 21 FT . 9 , 54 IN , LTM RIGHT END = 9.04 o F r_uH 15Ea r- m 'i BTM CHORD 22 REQUIRED i--2X4 28509 -2 . 3L. CHORD LEN(;TH = 23 FT . 3 . 63 IN . OeT ra ^^ C, 140 2 'o TC = 0 .- 6 . 0 2-- U . 4- :: , 3 6 - 6 . 3 8-- 9 . 3 1 t '41 , 3 13 -- 3 . 3 15-- 6 , 3 1 '7 - 9 . 3 20- 0 . 3 22- 3 . 3 23- 9 . 6 24-- 3 . i BC= 0 9 . 0 2-- '7 . 8 4.•• 10 , 8 7 1 . 8 9- 4 . 8 11 - 7 . 8 1. 3--10 . 0 i.b 1. . 8 18- 4 . 8 20 - l . 8 22 b . 6 23- 3 . b 4 o gs a a _._--_.__..____.___.... .__.__.._._.-_.....__.___. __ -_._._..__._._.._....-- -_..._-_.._._ _. , -_-. .-__. I 4-83 - 023 PARALLEL Tyr) [ I44 WJ2.8 DEPTH 22 , 00 y FT . TUBI::: RE(OD/ JGI ::i'T I , 0 0 0 1 9= 30 , 97 5 . 000tB= 8 . 51 1 , 000t6= 4 , 42 1 , 00014= 4 . 06 NMBR DIA . GA , (TOLES LENGTH TOTAL NMBR DIA . --GA . HOLES LENGTH TOTAL 1 F 1 1 . 00014 L- L.. 22 , 385 22 1 1 , 00019 S - L 24 , 546 22 i. 1 . 0001. 8 L_ L. 22 . 520 22 2 1 , 00019 L--L 24 , 546 44 0 1 . 00016 L_ -L 24 . 546 22 1 0 , 00018 L---L 24 . 546 22 I 1 1 , 00018 L---L 24 . 546 22 J. 1 . 00016 L -L 24 . 546 22 2 1 00019 L.. -•L 24 . 546 44 1 1 , 00018 L L 22 . 520 22 1 1. , 00015 S-L 24 . 546 22 1 1 . 00014 L -L 22 , 385 22 8 1 , 0001''1' fii-S 24 , 546 176 � U H O J T O a � � EDATE 11. 675 �314 66TH F•1'V NUE- 4 F ' I IF THIS DOCUMENT IS LESS I I Ii 1i1i I ( I I`I i � r� ili ili � , ll II''T III Til III III III III IIIIIII I ! I III III IIIIIIIIIIT Tj1�T 111 IIT 111 I I fll I i III IIIIIj� )rlT T7.T T1i III ! III III Illllllll LEGIBLE TH?\RT THIS NOTATION, L if II `�1 I 3j _ I I I rjL I I 16 I I I I S I I I I I 1U I _l 1, I I 1� a OCTOBER 26 1993 IT IS DUE TO THE QUALITY OFN ^ THE ORIGINAL DOCUMENT . — _ 10.30 - £ Z f3Z LZ !III IIIIIIIII IIII Ifll IIIIIIIII Z 6Z £ IIIITII . IT61 T T T T 8!11111119119II II III Z Z ZI11111111111 �� 9� IL I9II117- 4 uu £ II Z Towns iui�, ul�uul I STAFF RrCOMMENDAT?ON: Staff recommends that the Director approve SDR 4-83 with conditions as / follows : {d 1 . No site work or building shall occur on the site until the portion of 66th Avenue abutting the property is vacated. 2. Public improvement plans for all work in the public right-of-way shall be submitted to and approved by the City's Engineering Division. The plans shall include details for the cul-de-sac at the end of Baylor Street or, if necessary, a plan for relocation of the eastern access to the site from SW Baylor. 3. Full half stre,�t improvements shall be const.ucted to approved city standards for the full length of SW Baylor St. abutting the property. Pla-is for half street improvements shall be submitted to and approved by the City's Engineering Division. 4. A bond for 100% of the cost of all public improvements shall be posted with the City of Tigard prior to issuance of any building permits. S. Plans for water and sewer service to the site shall be submitted to the City for approval by the appropriate utility districts and city departments. 6. A site drainage plan showing finished floor elevations shall be submitted to and approved by the City of Tigard Engineering Division prior to issuance of building permits. PREPARED BY: APPROVED BY: Eliz e .1, A. ewto William A. Monahan, Associate Planner Director of Planning 6 Development STAFF REPORT SDR 4-83 Page - 2 i fv IWREAt Its International Conference of Building Officials Western Wood Structures Inc. Ftcoort No. PFC-3246 RESEARCH REPORT P. O. Box 130 _ TUALATIN, OREGON 97062 '�^u°ry 1 Filing Category:DESIGN—Wood (503) 692-6900 Bill Wilson TYPE 1 WEB JOISTS Aber erection, the painted surfaces shall not be visible when the SWEET'S JOIST'S,INC. points of supportare inspected from die underside. '1311 JERSEY BOULEVARD,SUITE G RANCHO CUCAMONGA,CALIFORNIA 91730 C.Web Memben.Cold-rolled electrically welded steel tubing with an WEB JOIST CORPORATION outside diameter of 1 inch or I'/a inch and wall thicknesses as required for 8752 INDUSTRIAL LANE. rpet ific installations.The tubing is fabricated from flat-rolled carbon steel RANCHO CUCAMONGA.CALIFORNIA 917.10 :i Is of structural quality having a minimum yield strength of 45,000 psi WEB JOIST NORTHWEST,INC. ind a minimum tensile strength of 60,000 psi. 16M BISHOP ROADCHF.HALIS,WASHINGTON 98532 The ends of the web members are swedged flat and contain WEB JOIST PACIFIC holespunched for the solid pins with a die stamp. The holes 2737 CORON&DO STREET punched shall be clean with maximum 0.01-inch taper in the thick- ANAHFIM,CALIFORNIA 92806 ness of the flattened portion of the tubing. The flattened end pro- WEH JOIST ROCKY MOUNTAIN,INC. vides an end distance of 5'a inch to the centerline of the pin hole. 2116 W.IST STREET The tolerance on the punching of the holes shall he that required LOVELAND.COLORADO 80537 to insure the intimated mating of the knurled portion of the pin and the web member, 1 Subject: Type I Web Joists. and SOW Pins: The connecting Pins are 46- or 4fi-inch diameter g equal to the wide face of the chord member. The II Description: A General: Type I web joists are Warren-type open center %-inch length of thein is knurled to insure a positive fit web trusses with structural wood chords,steel tube web members and steel between the pin and the web member. 'rhe steel for the %-inch pinned connections. Tile joists are fabricated with either parallel chords, pins co-.forms to ASTM A449 and is heat treated to a minimum double-pitched top chords,or single-pitched top chords and range in depth yield trength of 92,000 psi and a minimum tensile strength of from 12 to 48 inches.Joists are spaced from 12.to 49 inches on center with 120,'J00 psi. The steel in t,e %-inch pins conforms to ASTM A36 roof or floor sheathing materials nailed directly to the top chord Ceilings with i minimum yield point of 36,000 psi. may be directly attached to the bottom chord, applied to stripping or suspended. E. Bearing or Support Detall: The bearing assembly consists of two hearing angles•one solid 1,i-inch-diameter pin to connect the web member B. Wood Chords: 1. Size: Two- by 4-inch nominal members to the two hearing angles,the chord and the fasteners for the attachment of installed in a flat position with a net dimension of 1.5 by 3.5 inches the truss to the point of support.The bearing angles art No. 13 gauge cold- at 19 percent moisture content in the wood. The moisture content rolled cartoon steel(A446 Grade B)with the inside dimension of each leg of in the wood at the time of end jointing the individual pieces of the angle equal to P12 inches.The vertical legs of the two angles are placed lurriliar into a continuous chord shall not exceed 15 percent in the slot 1n the center of the wide face of the chord and the underside of the 2. Grade of Lumben Limited to the species an,*, grade of species honzuntal legs of the beanng angles are in contact with the top surfaces of where the tension parallel to the grain is equal or greater than the chord on each side of the slot The weh member or members are 1200 psi as indicated in the Tables Nos. 2.5-A-1 and 25-A-2 of the positioned between the vertical legs of the bearing angles and the '/.-inch Uniform Building Code. All lurnber shall he grademarked by an sold knurled pin or pirs are dnven in place through the predrilled hole in the approved grading agency.The manufacturer also has supplementary chord and prepurched holes in web member and the hearing angles Me Ya requirements which shall yovers where more restrictive connection permits a horizontal eccentricity between the pin and the center than die standard grading rules for the specified grade and species. - line of the hearingarea in the Tint of su 3. End joints: Finger-type end joints comply with requirements eccentricitys rt sted h the c PPS (i te bbent created by the for an extreme fiber stress of 2400 psi for ormal duration of load the top chod y mhlned ^ding of thhe earing angles and n for a drpth of 12 inches and for a moisture content of 12 percent. A minimum clearance of two knot diameters shall he maintained The truss is attached to the Point of r,upport by cinving two 16rpenny between any portion of a knot in the chord and any portion of common nails through prednlled holes in the horizontal legs of the bearing the end joint. Local deviations in grain with a slope steeper Than angles and the wool chord into the supix,rt material. The maximum clear 1:12 will not be permitted in the end joint. distance between the center line of the pin in the hearing assembly and the 4 Routing for SIM and Web hlemberd:The slot is through the depth of edge of the support shall not exceed the distances noted in Table No IV, the narrow face and is vurhie on the top and txittom surfaces of the wide face F. Design: 1. Wood Chords: The all nwable working stresses and of the chord in the center of the wide face A router blade is used to cut the duration of load adjustments shall be in accordance with Chapter slots hire penetration is set at two levels rhe fist level is the depth required 25 of the Uniform Building Code. The allowable stress for extreme u1 install the weh members rMe second level is the depth required fur the fiber stress in bending for repetitive members may be used in ae- installai m of the web member or rnemhers and the two tearing angles at cordance with Section 2.504 (a) of the rode. See Table No. I for 11,1111[of%ip" net areas in compression and tension parallel to the grain and for "'floe slop is I'lo inch wide at the '/6 inch diameter pins The slot is Ys inch section modulus at the pirm wide at the'-inch chameirr pins and the Points of support The center lime The wood chords are designed in accordance with recognized of the slot shall not etceed'i,s inch from the center line of the wide face(,f engineering principles considunng the reduced chord area at pins. the chord member Deflections are limite(i as set forth in the building code. Deflection is based on the moment of inertia of the top and bottom chords 5. Holes for Solid Pins: Used for installation of solid pins a-ting without L'onsidriation for the reduced area at the pins based on as connection of the web member to the chord member. Holes the beam formula, the modulus of elasticity of the specified grade shseine all he drilled to the diameter as the pins to be installed. and species and the design load. The holes shall be lucaled within .', inch of the mid drpth of the 2. Web Members: Allowable loads for the webs shall not exceed narrow face of thr chord. The li-Irs shall not be bated within those specified in 'table No. i1. 4 inches of an (rod joint. 3. Solid Pin Design Values: The allowable loads on the pins are 8. Bearing Surface: After each truss is assembled, the bottom as indicated in Table No 111. bracing surface of .,,e top chord is painted •-ith b,rght rrd paint. 4. Maximum Loads at Supports: The mads on the hearing es- WHO nrrarrh n•ports are itsurd fairly to provide information to Class A members of the orjranization nhe h uizig tcode upon whic fhr sport is u based.R.frah r.porfs are not to be runrtrvrd at representing aesthetics or am other attributer not sprcifa till addressed nor sa an endorsement o► n conrmrndah'on fur oar of the.subject report. Thit report is bared'upon independent trots or other technical data submitted by the applicant Thr/('BO technical stq/f has reviewed the test results and/or other data,nut dors not Pot feif trrf Jbcilitim to make an independent verification. Prafw 1 of: Poe 2 of 3 Report No.PFC-3246 semhly shall not exceed that indicated ip Table No, IV. The loads are an alternate method of const.-uction to that specified In the 1982 indicated are not subject to adjustment for duration of loading in Uniform Building Code,subject to the following conditions: accordance with the code. The support and that portion of the wood chord not within the limits of the bearing angle and the span 1. 71W joists are fabricated under a quality control program with to the next pin in the top chord shall not be stressed in excess of Inspections by General Tlrsting and Timber Products Inspection that permitted by the building code. (AA_507) C. Identification: Each truss is stamped Kith the manufacturer's 2. The Type I Hieb ,Joists are designed in am,rdance with this name and the name of the quality control agency.General'Nesting report and the allowable Moods,stresses or section properties do and Timber Products Inspectio%i, Report No. M-507. not exceed the values set forth in Table%Nos.1,II and Iii. Ill. Evidence Submitted: Report of load tests on component 3. When a one-hour tier-re"vr rating Is required,we Research parts and full scale load tests and a stmvt.ural evaluation are EteporisNoe.1352 and 1632. Fubmitted. 4. After erection, the painted bearing surface shall not be visible Flm5ings front the underside. IV I Indings. Thal the Type 1 Hieb Joists as described In this report This report is subject to re-examination In one year. TABLE NO.1—SECTION PROPERTIES OF CHORDS AT PIN LOCATIONS NOMINAL MET OIMENSIONS MEMBER AT 19% MOISTURE PIN NET AREA((octwo SECTION IlIZE CONTENT DIAMETER MODULUS 0aeha0 (Inches) (taches) COMPRESSION TENSION (Inchesr) 2 by 4 1.5 by 3.5 % _4.9 13.73 1.22 % 4.80 2.73 1.09 TABLE NO.II—ALI.OWABLE LOADS FOR WEB MEMBERS'2 a TUBE a2E�--"r-- '-T-"-- rAxwurl coMPaEtsaloW I quay Maximum pAMETE•R MAXIMUM PWIO.PIn hKlhaa lin AREA OF"OLE TENSION Dtmmulkm (h%elraY r (10101410? (Pounde) Pour w_ (IM11401 1.000 19 0.042 0.126 0 339 0380 129(1 1290 _ 41.2 0.630 _ 1530 2140 28.7 — 0.38(1 1505 1505 4O 9 -- VON) 18 0.049 0.146 0.337 -- -- — —__ 0 630 1785 2500^ 28.1 _ 20x1 1.000 16 0^065 0.191 0 331 0 3Ao 2(Xx) 39.9- _ 0.630 �2365 331 S _ 27.2 1.000 14 0.083 0.239 0.326 0.380 2550 _ 2550 38.8 ,c ^0.630 3025 4235 25.9 1.125 16 0.065 0.216 0.375 0.380 ?J00 200(1 48.1 0.630 :365 3313 35.6 ''ire alicwatlY.loads ere Ile lower value rAluiried by the fnllmwing oncosis (a)Maximum End Shear 0 9 0 f',a 2,x r (b)Tension on Net Section - A,x F, A. Net area through flattened portio 1 M tote at the center line of dr pin hole (c)Bearing = 0 9 a F, a Ah F� 45,0(x)psi F, 060f, 77,(XXip%i t Wall thickness nl tube r end distance it,txnit > (1 75 inch As Bearing area n pin tulle d x L d- dism eiritat We MW allowable I(ad%are axial kwd%oniy The vmh memhen shall mit he%ub)ecie d to bending loads 'See Uble NO )II 10i 1110"ble load%nn the pint YM comp"`%%inn membP" the axial Inwd%are suhj-+to reduction whro the actual pin topin dinrnsln i%greater than Ito maximum pin terpin dimensxn%fwimn in the table Thr formula%fir the deiermnlnation of it*allnwahle wotking atre%w%in psi fin thew reduced k)adt are t%foll(m% kv f h le%%than 111 7549 f,i O.S217f 121_!Jrj 47,245 90 f 23,4TS-0 9ftT2(Ur)r Fix Ur equal or greater than HI F„ z IS1,9tl(f,000 f l_ir l i L . Pin tai-pin dimension in inch" r - Railm of gyration of the tube F., . Allowable%toes% n psi no gro%%cons sectional arta of iiihr sT11e dtarrrlen if holes 3Rti and 610 nnc"trmspind 10 the Mw it N and%int h diameter pin%.m%pes o.ely Page 3 of 3 Report No.PFC-3246 TABLE NO.III—ALLOWA3LF LOADS ON PINS TABLE NO.IV—MAXIMUM ALLOWABLE REACTION IN POUNDS"' MAXIMUM LOAD IN FOUNDS""' �tfTANCE a' 11a letltenl — DIAMETER DIRECTION TO CHORD 2400►•2.DE� 21MT 1.11111 f OF PIN _ DISTANCE — --111 ii 3.8 As (ladn) PARALLEL PERPENDICULAR (Its Less) 2.6 A.0 0i MM 2 f 2.8 VMRw % 1320 _800 0,50 00 2700 2700 29 2500 2700 2700 - - l % 2540 900 0.75 2200 2500 2900 2100 2100 2000 "Parallel to Chords Adhurtreents for duration of load per Chapter 25 of 1-00 2000 2000 2000 1800 5$00 1900 the Code are applica k. Pe pew cdcular to Chords Adjustments for duration of load am not anj.25 1000 1900 jg00 180Q utam5100 5700 applicable. ■Raultl Load ess Pin at a cher Arsle olhao Parallel or Perpeodicvlu to the Chords When the chord members are subjected to troth aria] The distance from the center line of the Din in the bearing bly to and bending forces, the pine are subjected to lows both parallel and the end of the top chord it indicated as distance a. perpendicular to the lesirth of the chord. The allowable load for the Me distance from the center line of the pin in the hearing Assembly to resultant of these two forces acting on pin may he determined from the nearest edge of the bearing surface is indicated as distance b. the liankrrrson lormula based on the controls in this section. -The maximum reaction shall not exceed the allowable compression per- 'Pins at Lines of Prid{Ing:Tire Pins shall be. adegt.ete to carry the loads pendicular to the grain value for the grade and species of the Pupport from the web member, the chords and the bridging based on perma- wood multiplied hti a factor of 1.11 and the contact area hued on an t nent loads such u dead load, partition loads, storage loads and any effective width of.1.5 inches. This value may he increased for duration permanent load supported from the Innes of bridging. of load. 67-he minimum end distance between the pin and the end of the chord 'The maximum reaction %hili not exceed the allowable compreation per- shall be 1 75 inches for a pin force away from the end and B inches pendicular to the grain value for the grade and species of the top for a pin force toward the end of the chord. rltord multiplied by the contact area. The effective width of the top chord is 3.5 inches.This value may be increased for duration of load. AThe maximum allowable reactions tabulated insy not be increased for duration of loading. t i 1 I t EKMLMRELNAM Tigard Building Oepartment PLAN CHECK REPORT "� G ?�3 f � Building `L,�O�e R ON, S le 1,5�-'t-Ste---- permit# --- Address 1l/,/?� SLu G W. 4.4 / Ll- Occupancy Building Type Land Zone �S' _ o � Floor area B. Sv; Y j. jj .V_t- 2. --Other - Total Area _4140-Qfa, D kI. Allowable Area — oo edAllowable increasgs Occupant Load 8. ��-. sq. ft. ® ft.q• / occupant= 1'' sq. ft. a .&y_ sq. ft./ occupant= ITV- 2 V — �µ1ti 2 .L ®_sq. ft. _sq. ft./ occupant= iu -- Other Total load Value _ J / D'7 (j —s4. ft. a '` / sq. ft._ ---- P e r m i t 1/7��?Z + -7/a u 11 -'st- _V 7 e Plan Check 4% — Total 01 SGS 4 t!u p' jr7� dO Sewer --. acres=—1_tL--- D. I .s x fist.00 — Surcharge1 Insp. Fee _ ° Total Parkingr�-�——Spaces ® 50. 00/space Com S '�------�� ------ ------------ - - --- w:[ ww sate international Conference of Builrd + ng officials Report No. PFC-3754 RESEARCH! REPORT .September, IM2 Filing Category: DES, µ-- Wood S-TRIJOIST" U Design:1-hc STRIJl11S rS are designed using standard engineering ST.REGIS PAPER C OMPANI analysis for horinsntal shear•hcndme and deflection. An allowable rolling 733 EAST I ITH STREET shear%,this of 75 psi is used and a raluc of 1320 psi is used for tending TACOMA,loVASHINGTON 98401 :alculations. Hearing length shall he designed in accordance with the code but shall not be to%than indicated in'rahle No. III, I Subject: STRIJ()I5T" Intermediate µch stiffeners are not required. Hearing stiffeners are II Description: A Gener I: The St, Regis STRIJOIST" is an all- required only on joists IS inches in depth,or greater,orµhen the maximum %%%slid I beam post m.nl% from ,ober flunges and a ply\hood µeh The shear capacity is exceeded such asµhen the joist is used in a multiple spun tlanee%are 2 by 4 nominal rlmen.iou net 1.5 inches M 3.5 inches.Theµch system or µhen additional load,, are superimposed on the joist. µ'ch is inch plyµ,n%d stiffeners shall be either 2-mch by 4 -inch lumber or 15:-inch by 3-inch The indi%id!ia1 ply wood%ections are butt jointed. and on one side a i- plyw,unl nailed to plywood such as per Figure No. 1. mchn%ide' itis h-shirk plywood gusset is glued and stapled oserthe face of M%igns for individual lobs shall be based on the allowable uniform loads the joint to form a connnuou%µeh The Ilangc-to-µeh connection is made given in fable No. I or on a sttactural analysis using the section properties by gluing the ply wood"ch uuo a groove cut along the center of the wide -et forth in fable No. ll. taco of the lumber flange The top flange is to he continuously laterally supported, fie ends of the R Fabrication Procedure:The STRI.IOIS r`manufacturing is a contin_ Ioio shall be restrained to prevent roll-over. This can he provided by a uou.process. Dr%.machine-stress-rated flange material is visually guided diaphragm sheathing attached to the top flange and to an end wall or a shear to rules established by S: Regis prior to checking moisture content and transfer panel capable of transferring a minimum force of 20 pounds per finger end ,ointing to the desired length 'rhe flsnge is next conveyed to a foot. Blocking of X-bracing with equivalent strength may be used. separate rrachine.which cuts a gree w :iong the wide face to accept the Holes muy he cut in the plywood flanges as indicated in Figure No.2. plywsxsd s,eb, The flange is then conveyed to another machine where it is E. Identification:Each joist shall be identified with the manufacturers fed into x position to become the top and bottom flanges of the name,the date tit manufacture,the ICBO research report number and the STRIJOIST'I. stamp of the quality control agency. The precut pl)%koodµeh is now ted into position hctwecn the flanges Ill E%idence Submitted: Fabrication procedures. load test results. µhere it is smoothed and tapered it,ret into the grouse in the flange While ipph mg a constant and uniform flow o(glue to plywood such and flange engineering analysis, load tables and quality control program have been grosi%r.the two flanges and ply woodµeh arc brought together in a continu-ous manner Pressure is applied as the formed member pusses through the radio frequency curing arca and is int imed to length The finished joists arc then removed from the assembly area and stored in Findings a dry cns ironmcnt awading shipment C Materials Specifications: Lumber: The 2-inch by •1-in-h lumber I v Findin s That the STRhIUIST s as described in this report is an flange shall he machine-stress-rased spruce-pine-tirorhem-fir 1650f-1.5E. R , Visual grading shall be performed by 5t Re ,s prior to fabrication using alternate method of construction to that specined in the 1 tit_Pisiform grading rules established by St Regis `tots,ure.,intent shall he no greater Building Code,%uhject to the colloµIng conditions: than ly percent at time of manufacturc and shall be marked K t) or DRY by I. Fabrication Is in the Tacoma,lleshington,racilitiesµith quality 1 ,m appro%ed ugcncy.Finger endjorts shall r sect end joint lumber standards control Inspections by 11I11%hurgh testing Laboratory(AA-50l). t as adopted by St Regis in aswxia,mn with Ae%tern Wood Products Asso- 2, Allowable loads do not exceed the values set forth in Table No. uaUon IAA-5113), oc as deseloped M engineering anands using the properties Plys%ood: Plywood shall he C-D Structural I grade marked by an given In Table No. 11. appni%ed agency ('tire pups shall he limited to'.-inch maximum. 3. No cutting of the flanges Is permitted and holes in the web shaA Glue: the glue shall to an csterior type that complies with U.B.C. conform to the requirements of Figure No.2. Standard No 25-I4, Part II Mixing and handling %hall he as per glue manutacturer's specifications This report Is subject to re-examination In one year. Western Wood Structures Inc. P. 0. Box 130 TUALATIN, OREGON 97062 (503) 692-6900 B:II Wilson ICRD nsrarrh reports are is.tued solely to provide information to Class A mrmbcrt of the organization utilizing the rode upon which the report it based.Research reports are not to be construed as representing aesthetics or any other alt;)butes not tpeciJlcally adder%%rd nor as an endomemrnf or rerommendation for are of the%abject report. I'his report it based upon independent fres%or tither technical data submitted by the applicant. rhr WHO technical sit has rerie�ed the tett results andlor other data,but dors not pti%%r%t test fariliNrs to make an independent verification. Page I of 4 Page 2 of 4 Report No. PFC-3754 TABLE NO.I TOTAL ALLOWABLE LOAD IN POUNDS PIER LINEAL FOOT' 91-INCH Ills-INCH 14-INCH 16-INCH le-INCH20-INCH 22-INCH 24-INCH i DEPTH DEPTH DEPTH DEPTH DEPTH DEPIH DEPTH DEPTH SPAN — (FEET) gr 3 61 ".3 Sa 1 1111 a S° -; 91 —r a !Fl 1 $1 —�3 to 324 1120 412 17M.1 517 2977 h2l 40(vO 7111 S 12M 7M 1 67411 M63 M457 9411 111121, 7 27M 7(M) 153 1121 461 IM75 514 2557 (413 3l% 671 4276 740 5126 MOO 65tMI M 241 479 304 752 1 401 1256 46M 1711 528 224M 98 2M64 64X 156M 705 4354 9 21h 151 275 52M "M 882 410 1203 469 1'7'1 S22 21012 576 2.506 627 10 Ill 145 275 247 191 122 641 114 M77 422 II51 470 1467 SIM IN27 564 2218 II 177 218 22. 11'1 293 4Mh 348 hSY 384 X65 427 11111 471 1172 5;1 1675 I,_ 162 INO 206 251 2694 377 312 587 352 fh6h 192 849 412 1057 4711 124'1 Il 150 148 I(IOL 205 24M 107 288 405 325 524 162 668 199 M31 414 1015 14 134 12J 177 175 230 255 267 326 301 414 116 534 370 (A10 403 M12 17w—I5 130 165 14h 215 215 ,40 275 281 141 31A 435 345 541 376 061 16 115 i 12h T 185 �sy 233 - 2X7 294 358 44r, 353 544 17 NUI 74 Ill INN+ 173 4 Ihfl 203 ,181 231 246 261 3111 2Y4 372 324 454 IN y1, 62 117 Yh 154 14(1 IMI 175 20X 215 _ 215 258 262 713 284 3k2 ly MI 53 105 N4 138 122 Ih2 155 IN7 IXh 211 226 235 2 2 20 73 45 45 '2 125 Ink 147 137 16X 1h0 190 149 I 212 235 234 274 21 60 34 81, 62 113 4h Ill 121 153 147 173 179 141 208 212 246 22 h1 34 7X 54 103 87 121 1ON 134 132 IS" 1(Ifl 175 IM6 193 21k 2l SS 311 72 47 44 7M III 98 127 119 14a 144 101 I6M 177 I9� 24 51 2h 66 42 97 111 102 My 117 1(17 Ill 12N IJk 151 163 175 25 47 21 hl 37 NO 62 44 81108 47 122 II6 Ill, Ilh I5U I5y 26 43 21 56 33 74 55 87 73 110o MY 111 1(M, , I_r, l.a I38 143 27 411 18 52 29 69 44 N(1 67 92 81 1(14 47 117 114 12M Nil 28 17 17 4k 2h 64 4J 75 6(1 86 75 47 84 ION 105 Ily 120 24 15 I5 45 24 Sy 4(1 711 54 M(1 6Y yl M2 101 46 III 112 30 13 13 42 21 55 3h ht 44 75 M 95 76 44 i;M Illi 101 11 S2 32 61 44 70 SX 74 711 MM 8,- Y" 94 32 49 24 57 40 66 51 74 65 M1 76 YI k" 13 46 27 54 17 h2 4M 70 61 7M 71 Nut h; 34 43 25 51 11 58 44 hh 56 73 6h Ni h 35 41 2.1 4N 11 55 40 62 51 h4 62 76 1 36 38 21 45 28 S. 47 5y 47 hh 58 72 6h 37 4Y 34 Sh 41 62 54 68 62 1N 47 11 S1 40 54 511 h5 54 39 44 24 S0 17 Sh 46 62 55 4(I 42 27 4M 5J 53 41 54 52 Tabulated bwd%are hard u)v n a,ingle span candmon tnr booth st,es�and dellectam the masnnum all.mithlc luad ret 1.44 shall he the ImAc11,1 the 1%4,wluc�hooted.except a,m.,dillyd heha, Ihr values tabulated under the••S"are hard,m Ihr muumunt shtar and mumeul,.clue.,rI 6,nh in T'ahl No, 11 Im mmnal laadulf Value,ma)he Increased Im duranvn-1 l.,adm1 it, aca,nlance%nh the cvKle 'The tit listed under the "are hard un the de0cown enteric as Imed on Table\n 11 and limit the delle;umm u•the.pan dtuded h 3611 ?odrterimnc all„wuhle Iuad•lm mhet delle,twn criteria,muhtply the listed luad b% Fier L INO Mulllpl'%tabulated b,ad 1, :1111 L'24(1 hluluph tabulated Inad b� 1 511 L'4811-kluluph tabulated bad h.0 75 Page 3 of 4 Report No.PFC-3754 TABLE NO.II SECTION —PROPERTIES—ALLOWABLE LOADS I(INCHES)4 I MAXIMUM MAXIMUM JOIST DEPTH TOTAL FLANGESqq. pp,, SHEAR MOMENT WEIGHT (INCHES) W WEB ONLY (INCHES). (INAS)a _ (LBS.) (FT.•LBE.) (LB.FT.) 9" tat 154 33.3 21.3 975 3665 2.75 260 `4i 43.1 27.4 1240 4','40 3.00 14 434 347 56.7 36.1 1610 6235 3.50 16 592 I 533 66,6 12.9 1970 745 3.75 IR 777 699 76.5 49.7 2110 9415 4.00 'Il 990 965 96.5 56.9 2350 9515 4.25 2_ 1233 1061 96.5 64.3 2590 10615 4.50 24 15115 1277 106 4 72.0 29211 11700 4 75 !_%loment of inertia Sr a Section nt,alules Qr=Statical moment aMwi neutral au, E=I.S1XI,lNN)psi 5W 14 LL F 394 El 2 F=Shear Wot from graph — I U 1 2 10 10 15 20 SPAN TO DEPTH I - 3 GAP MAX 2 MAX STFIJO •T,BEARING STIFFENERS WHEN REQUIRED SHALL BE NAILED AS FOLLOWS. i 9d BOX NAILS AS SHOWN FOR 14"STRIJOIST• DEPTH 91.4+ 111,42 142 tea Is, 20' 22' �+ — Total Number of Md Bot 3 t 4 5 5 6 7 7 Nails i I(alternate 2 MA>, ,idnsl i---NO({AP 'Reartnd%tilre'nem are required on all)oi%t,19 niche,l0 24 inches in depth. — 'Rearing olfenct% aro required on 91 o.mch to 16-inch lnbts ohh if a,uperimpmed l� ,nnccntrated load to e,ce%%of 011)p)und,i,placed at the hearing point. , --7 FIGURE NO.1 Page 4 of 4 Report No. PFC-3754 AOR8 2 x 4 FLANGE •------ NO CUT"AREA ' NA. 1 NOTES: Cut no holes within V.,inch of lumber Ilange Holes shou:d be cul along central axis Holes should nor be cut at the plywood joint splice. FIGURE NO.2 HOLE DIAMETER jlneh") lnrfunnLuadst (inches) _ F Eli I IINr I INr 111r 10, I Sr I Sr '_gr. Co%114mahle Shear) IIN1�F IlN)ri IINIIINPi IINI'b NJ'. N?�{ moq 7Yi 7111 5111E I Alloaahl¢Shcarl 1'+e larger dwame t nom \and H a+the minimum dmince a hole of own.ve rim, -plu.ccl from the neared end of a pv+t %II dn»ea+ium are to we renter of the hole t•oncentratedlaadmp+ prrccmolnutumwnallowuhle+hearUn+r�honpmperne�L,hlrNo II, f. I,•nxth ut.nnple.pan m mchc+ TABLE NO.III MINIMUM REQUIRED BEARING LENGTH d01l r 0EPT11 10 14 14 t1 t• 20 !! !� Minimum hearing 1, I„. i ,•-, i, 1 1', Lcnpth ilnchc+I ` -5%wt ll M,- -r IF r � JFI 11 VIII L � � _ � r 1 ' rti I.I I ll I � Ii ' +r LL�J r I II II r 1 _ L I = - i 77 L - -- �y= 26-n 1�REp PROfFJJ' �S �GINFFM /p�9 67`10 OREGON o � IL �eCNp�1ti``' A. S DENNIS SCHANTZEN MADE eV.1J1�_ ATE �- 3� 9H. NO.31:3 CONSULTING ENGINEE04 CLIENT:_ _L� y_ - OR sKW. OREOM Gv �oZ4Z PROJEDT �-- ''�'� - \C' JI f, V,c�-5 ►�o w S HK ra L G vcQrl i i 1 � I L. -b r-L 0- If- t2 1- /� D Fp a rL 1.+ AL on Jr CoOL. \ kt—. Cr Qns DENNIS SCHANTZEN MADE e�1c OAT[ •�`�2 sH. NO. Z CONSULTING ENGINEER CLIENT: L Y' GRESHAM, OREGON 1 i C� 4 � I � 4'Fq��'g• � v 12 I I 1 LO oV 11.1G ac7 \ K a wc' ,C- 1p- V-+p '13�- r s)' -- - ----- -- -- -.— tib: . 1Z�(�►sz- � - 4 xq. 31 k- IL i �ua`�'1uG �Zk 4 _ o , f- 3GL 1 it $a1 ;,L DENNIS SCHANTZEN MADE WYMAI:�,-DATE P22 _---8 H. No. CONSUOING ENGINEER CLIENT:—L- � v _. OWSHAM• 0F*GM PROJECT Q2-1 C.tt - Lc , Z ��o✓ �c�+L ivy %z-�'�'rc \of�.C.. v.,.�-�� 1°1ov ✓ �-o o -A .. o. L d'.3 r� *cA CuPcti7 WG DGaAtF -- -�i 2 ti0 VC601L Q K = 1 (-o ' _ va7r 2 x 4 0 = 50 I - QDo _ Fo u CT V--Cz r DENNIS SCHANTZEN MADE ev DATE_ ;a L" _SH. NO.l - )l,SulT1Nr, FNCONIfP CLIENT:__L ; — GRESHAM ORFCk)N PROJECT (a• G'•q, • ��v.r . � i � G �C.�( 11'1 ►V 1�� '��-1.1 � ._.,7 \ ` -1 rL 11 1L, 4-4 yq r �' .� . I ' `► �- ,,,• Caw -, . o I. lo ie- 1v` L I DENNIS SCHANTZEN A.AOE er.� 1. `n„TE_`1 -tJ1 _q H. No• -S CONSULTING ENGINEER C L t E N T• ORESHAM. OREGON PROJECT -'- i �- ----- S t a H Qs µ ►E 'Sti _ -i4- C�1�` o c , I r �� W r��+ i';x>-; •�-�:� °100✓ `� 154a 7 o,` Solo ` �pOp IFTZ DENNIS SCHANTZEN MADE NY"D I' DATE -�Z— s H. NO.f=Y CONSULTING FNDINEEN CLIENTt -�l ,� c GRESHAM, LVEGM snoir T_ a 11O 1` Co 4.4 ur%41 � � L1�1�tvTLttl ��.J ila ,L � C� '_ _ i 2a0 ✓ co 4z. wo q TT c„ � FT(+I � a•�v. 1 _ I14��_7 � MADE OYT.�_DATE $H. NOl DENNIS SCHAPJTZEN o coNStMING ENGINL(n GMSKAM, OREOON PROJECT 2v x 4 0 = 400 k�L1£io�C_ I T/I i q co- I � La ll,,Q , V,-,Is, � F12) I DENNIS SCHANTZEN MADE ev_I.')l-DA-1 E sN. NO. F"8 CONSUOING FNfW4FtA (_ 4/ CLIENT:_ C3RESFWv1, OREGON PROJECT._��)E,J o� 1 1 -U Q M Q I 14: I le I--- PRO f � ell 0710, { OREGJPI 70 IL 4 DENNIS SCHANTZEN MADE er _[)A-F / CONSIAMNO ENGINEER CLIENTS ..s-•_ - 0 J r @ 4b IrTi I 1 C '- z DENNIS SCHAN'rZEN MADE BY-:L2 DATE_—.____—__9H. CONSUITING FNSINUP CLIENT; n_ clFaE9HAM. OREC30N PROJECT_.y�__ `-�� "- 45 2 -r CIO ll� r r^_ W s 11 1w 0-t� X' �a ; ej i- i '. • ''", , -, , 1 { ��X7r✓» �'5 i vLi v�� 1 t.i L. -C V►ItU;.lfi' y � r7 4. Ito /L - �� [� �, . �i�,T i.�', r /L L?:,,c,•- ,tet- G..t. � tz -ar, 2L1y DENNIS SUPANTZEN MADE EY12)'Ll DATr _ sH. NO. CONSUMING Etn;.INEER CLIENTS L � — - OWSHAM. OFE30N r POJECT C ef) �ti1 C •.� �Z•Y�• �-_ w a u.•. 3,StiIQ 3� IID fv= 7.,� _ /�'lO /�Z j�c,,wc U lb1 (n'c? } '�r1♦ 1`_ (.,; `�l►C (�� w� l�� Y + Vt r ►J,o t,1 Pc-�F T �L • �_� = 4 :.� � ; C'/i Ft,. k.cQ.5J \OIL¢ 4'o,e-, W Nu— +� r •T, 22•'�t- o e Fit �2 j l�j 1 z2 � V= �z 0 - 4,2- CA _zC, 1£L IC. DENNIS SCHANTZEN MANE MY21L DATE._ ClN SWING ENGINEER CLIENT: L f-U GF&SHAM. 0WOON PROJECT '�LW1Lt 170UF' T11o.� I� .- - ti II �y iIpwife + 2•S•.SS � = + iI<h xie2 + 11_� xLort`� _ 1231c � .I. v i 14 r \ IOdQ 2112" t w's L 7 J''� p s l.3',• p 4 a '�raj V= Q(.2,e)) � I 13•F l�s Vit` pc ,.1•�.ca--_ 1 o d 2.4��•c.,� --�—_"' _ �f \3 , 1? '.rZ V 1 • rib r. 13'-�' '�'L 1C ti�. �'+1 r Z.. 1 N r 1 �� •R 11' -0 •'`�A L b MADE By I GATE_ �BH. NO. t _— DENNIS SCHANTZEN ` ,,� CON5111TING ENGINEER CLIENT:GW"m. ofi oc*, PROJECT `rt'- `3•o�.S C�.�p, $w c.�.�; `1Cz 4"a�e.,� �� L >r k ►3 rp �, 13 r F Z DENNIS SCHANTZEN MADE BY VDATE _SM. NO..�_ CON5UiTING ENGINEER CLIENT., L_ j,f ORE94AK OREOON VJ k L -- y --------. L m 23 Q` Twp �'. 11 ' �� 1/z, ` �i + g w1�,y — •GSA\1�I e .�O �G o V— Qm I11f�n1� •3�JK_- l.. �J _ VO 10 or x 20 r V1C'K ti 14 D'�-NNIS SCHANI ZEN MADE Br21 KI DATF- 8H. ND.L" "1 conwulNG ENGINEER CLIEN f:_L i Y CwWwo.M, OFWCM PROJECT czo E-1L C:>FF`e G �.m.:::W.�...._ _............. _. .._._.». . �, .,.. ..�.. .,. _,.. . .w.... W. LSd�2�xa0�55�►►,St to V.%%%a' Vii q�,►�'a P �� 'L � {. ,3 w ,-�"'... � P 4 Z L y V�,:I¢,Sr, i`3r (0 '9� Np: &A:(e3��IFt 1t 1'L r P� 1.4 vc`�= 14�5x 12 : '1 I�� ✓UcL a 'l,t.L tm3�*1�? CkAz.c tt- 'Tanti. L1�c..►�T y1�„ --1.3x � �,�,� Tat C31�12f '1•� r� 1\eta- t,'4xt1' . — ,y Y_ �,D t lie, 4 tl3 xS►. xzvN KP-'' L L 1 '•'` 14� 1-1• K rV 14. = ,►.� 1.1Irf DENNIS SCHANTZEN MADE BV O"""_DATE__ sm. No. L CONSULTING ENGINEER CLIENT: I V Owe~ ORFOM PROJECT I r� N �, H 8• i- tJ �U P F -- i U-) Lo � +yw.n0 3�0 ✓ \CJ ti.LEL*T \,ep l ICJ \S,o ✓ —TT 1 Im1 'y�iIS DENNIS SCHANTLEN MADE BY T 2l - DATE-__91,4, NO.�L,'T CONSULTING FNCIINEER CLIENT: L ` J OFESHMA, OMOON PROJECT wr - II 1 % I X31 - �Vl= tiScxZ� 12v� l3 � �o-��'�T �� ='12o x��,�tljZr.7r,� + �3 ><s v•- '--azo L Ih 71,4, y� DENNIS SCHANTZEN MADE HY=I - DAT E8H. No. L-y- % CONSULTING ENGINEER CI_IENT:_L �V i GFIE04AM. CWEGM PROJECT I co, o Lo z: S? vA, tco Iq\ ------------ L L 41 c1�= \ \le IrLIK"TT �i \, l.• S� tbS `a�rr, Z ? K-F t DENNIS SCHANTZEN MACE •v.Sclf DATE c.ONPULT,NO ENOMEER CLIENT:-, Lnn,u oMe►u►M. AEooN N A O J r 1' ". I c.,,,•'c rte=G. 14� L,,r+. -- -_ A� e •��=-- -- NIµ_ �. - ,O I� I rU -' 71—is �S DENNIS SCHANTZEN �. MADE BY DATE_ BH. NO.-Lr (:ON5k)0lNc, MONFFA CLIENT*- �'" Y OKSHAM. OoEC:JJ PRDjECT ELNKMVMI -. 11 � n L i Y I l►�. .L'�, ,,'?.r.�� \4a'�('fit �powl 1\2oRkc: z \moo FI-5 4dnri-i,VL t•\(�r A U. �� I fi G 1 e 1 DENNIS SCHANTZEN MAOI Ay 2)11 DATE_ 8H. N0. TV CONSULTING ENGINEER CLIENTS L ¢�� GiEBMAM, OREGON PROJE^.T ♦ 4 ' Y,%o p, 10 ?jr 'K +-tc Q,WK Fri' � 1 L .1� iZ�,tea �t �z '�'��>:: �oq.,5 ��.� 'F:Z� �I '�Y•Ib J1b,St,\�S• rL; �.•}L /��. . ►- W 1�'�-1� S I l a DENNIS SCF ANTZEN MAD[ er �� CONSULTING ENpINEER --+�}�--DATA, _OH, NO._____„_,_ CgEGM CLIENT: �. PROJECTv� L A 4,1o (^ U)12w S_z k� {-\o n (?"Z IT-1 t 1 � Z � I L V�vE. 1+4 'z 1 X G Z V v4 \P-�K'10 \'1 '- 1 DENNIS SCHANTZEN MAOI ■r—.]__DATr •H. No.. y CONSULTING ENGINEER C LI C MT: V OMEWAM. OPEOd� PROJQOT �� CJP'C�f_F. ILA, rr�- r J ZI t9 / BUILDING PERMIT APPLICATION TIGARD DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR TIME WORK HEREIN INDICATED BUILDER PHON[Ajg< ^I8I3 ORAS SHOWNANDAPPROVED IN THE ACCOMIPANYING PLANS AS U SPECIFICATIONS. � 116 — OWNER P ONE LOT DC.�ff� OL"JNER S � 0~JOB ADDRESS G ----�—_ a ARCHITECT ENGINEER BUILDER Owy" ADDRESS/Tiz" �� G DESIGNER STR'ICTURE ❑ NEW _(a REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMACZ ❑ DEMOLITION 0 RESIDENCE It2-COMAN ❑ ED,ICATWNAL ❑ GOV'T Cl RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB FENCE OCCLUPANCY �-'�LAND USE ZONE BLDG.TYPE �A(-I-IRE ZONE –""PLAN CHECK B1� HEAT _ oma.e,;,' ,...,.. •-ice •� SEWER PERMIT N OCC.LOAV FLOOR AD HEIGHT N STORIES AREA NO.BEDROOb1S VAL U�YCC) BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE _ RIGHT SIDE r',jrrttlt GY/ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATION+ CONTAINED IN THE BUILDING CODE,20P4!14— REGULATIONS AND ALL APPLICABLE CODES AND ORDl"ANCES, AND IT IS HEnei3Y AGREED THAT THE IPlan Check G Pl e) WORK WILL 13E DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN ComPLIAlms `k-` WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES ,NOT WAIVE (Sul-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS !!!! I LICENSE SEPARATE_PERMITS REOUIRFG FOR b;EWER,PLUMBING AND HEATING. Stata Taut • CG' �' / SDC— total PDC# APPLICANT OR AG_NT BY R Approved trec,lpt No.i, ADDRESS PHONE DC - 3 DC - s # E=WER CONNECTION $ EWER INSPECTION $ UJLR SUPCHAIGE $ i I BUILDING PERMIT APPLICATION TIGARD DATE — ri 2�� 9�l 369 I HE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WO;,,,,HLHEIN INDICA-1 ED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PIANS AND SPECIFICATIONS. OWNER PHONE L ax LOT NO. 3500 1S1 •36D[- OWNER E L'hax.; & �,t riborXISADDRESS 1167:� SU 66th ARCHITECT —� ENGINEER ADDRESS 19� J'3 SU Pacific Hightd3E IGNER _ _ ----- BUILDER 0Wn6r _ STRUCTURE ❑ NEW Q REMODEL__❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE 0 DEMOLITION L7 RESIDENCE fa )(COMM [J EDUCATIONAL ❑ GOV'T Cl RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE L7 STORAGE © SLAB❑ FENCE OCCUPANCY B-2 LANDUSEZONE - �`p BLDG.TYPE_Y5N FIREZONE '-`—PLAN CHECK BY Btu HEAT r_r�nst�cL�ct. !1!! additional flacar �;raa ancd revamp axistinc� area. SEWER PEFMIT�_�_j t-_.-L3L1k- &r t dm rola 9e+.��r •�uai.� F"aut�.r. OCC.LOAD FLOOR LOAD HEIGHT __NC.STORIES AREA NO.BEDROOMS VALUE i 5017• BUILDING DEPARTMENT SET BACKS FROP" _ REAR _LEFTSIDE RIGHT SIDE _ —�� Permit ;40.pn THIS PERMIT IS ISSUEO SUBJECT TO THE REG ULATInNS CONTAINED IN THE BUILDING :ODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND Oh INANCES, AND IT IS HEREBY AGR$ED THAT THE Plan Check 20.00 WORK WILL BE DONE IN ACCORDANCE WITH THE PLAIDS AND SPECIFICATIONS AND IN COMPLIANCE f7�.OQ WITH ALL APPLICABLE COPES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub•tota: RESTRICTIVE COVENAN'rS. C;ONTRAr,TOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 1•ti 0 Total h PDCq APPLICANT OR AGENT By �'1. Receipt No. A— — PHONE Approved e,tk� _ DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contract., -Permit Plo, Rough-in Fixture F-i n al HEATING C 4E��, P -mit No. Gas or Oil Rough Final SEWER Final D.IVEWAY Final S, Storm Drainag- (Hain Drain)Final Sidewalk Curb&Street Final Approach BLDG. DEPT.FINAL TEMPORARY CERTIFIFATE OCCUPANCY' CERTIFICATE OCCUPANCY t-andscaning Zoning Final �h... ,'p•'. ,A .!N. T;,ialatin, Eich District -nApoctlon Notice 97062 Suilding Namr;_ i ,, JN Pursuant to Seetion(s) of adopted coder. the following item(s) require correcting: r...... ` ,.. �_ .-._--�'�-+_--�-V�t ..,__tea.= .__:_,_LL.��1 :�� 1 ' {. �y ••� . .. is �.L�u}�..:--Y!}`f--' �-��—'•- �•-i �t� r� % ( r.1:�_:._��....._._�_i�i:._L-i-�---if:._. -- I�-�- ' •J--`ems-.-�,':.t+ � _..._-i.-`-•�.,..._ ... __- i ...t ,. _.. _.. r' *7— .► .4. s • , '�" ;. :.1�-.:.ins: /w 4--- . . Ls _.� _- 1 _t; r_ _Lam.._--�- ••-_-l -- - �._,...r �---•-- `� 'a __-tet_=._:-1..- Y Date:,-_ --- ---- - CALL FOR REINSPECTION OR BUILDING DEPT. 300-31 ffIMFLWLqRjW INADA J PORTIANU Yt' 0^4or i �X► '''r'� _ J,, Q t dv ��••.l �I£rIMP'SC +�� IC�• .1 I FA r� JCI V7- 7tC rLA �� ,r J _ - - a I Ilo-,* 0. W . c..c.. h• i►JUa otmarLAw.1© _ __ ;��• Lh.OYo � Va�Q� ,C._.1► � t�KyJar, 22mg ` N[ PACIIIC BTR#FT • POATLANO. OAEOON 97=P I 1 .rte crotr't c3t�•+5 �•li' �Rc,1•a i'T�+� T�Mf r'1,.�'f'I� f 11 N�..1-�1� A � � j 7140t f0ieai -,• ► A L?'�. � T�►.�.i..�t� EKY %'" �}t '` . o OT.a �u�iAl.a! C 'IGK r' i WAV lei 44 Igo VONAJMA tf�a Ni MroNIC WMEt • ronTu►Nn. oAiooN o»!e _-- cj �j t2r i y v tL'OHKOKU USA, INC. 'I'hv I,urgvA 11.V.C. 1.1111, nu,l 1401 -80thSLr•c('L,S.W., H'verett, W11811ingWil98204 ahccting Munufurlurcr in OIL' lL IJrllnrll liuud, E. 10101Vrfur11,• New Jurecy 07073Z ® H uaf•nl hiul Inllr-thhil-� 1 es c�rlln UL CILASSIFICATIONS OF I<01-IKOKU VINYL FILMS FLAME SPREAD I=UEI.CONTRIBUTED 6MOKE DEVELOPED TYPEC FILM 10 0 55 (U ,I k& White) (Composite with type C) 25 10 45 &40 ©VUV January 11, 1980 Shuothln0 Malorl.11s KOHKOKU USA INC.EVERETT WA 90204 87679(S) Vvtyl him rmU I1Jl�rd Cld 9!.drdUUn Iypr I typo II risme Spredd 15 Fuelconlnbulod 0 u Smoke dovulupud 1015.140 105 14U Type A type III Flame epload 20 r� Fula conlrlm,lod U Smoke dovlopod 05 115 rype a tyi,. 1101110 spru0d 10 'Uluuunlllbulud 0 Smuko duvu,upud g, I rpo u 2 damn aprmrd 1, Fuel conlr{bulod Snloko dvvhluped 05 1 1i jpinces R7679 da1fl(i Maj L, 15, 1070. Ic�nl C"I H 04101 �touolool000 Undorwrllers l.sboralorles Inc. AI 1000.110!9 i 1'01UP11"nu(206)363.7000 CableAddress,KOIIKOKL) V,% -.Rl!',T'I', WASH IN(;'I'ON Mut)to: VO DOX 1287, Cverett, WA 98203 Telex number.-KOIIKOKLIUSA EV7'32.8661 IWI W1# 'ICOHKOKU USAq INC. 1407 -Huth Strout, SM., Everott, WilsililIgton 982O4 o I,u,•xuaL Iir,uu'u ltu�rcl, 1:, Itutherf(ml. Nuw J1,'•r Fihu ,I, r ioy(r7U7;1 Shcolu,Y Alunurarl,uor in lh,� — Achill es V:rnl.n,•hilio:i III,julQhli1 _ .w.... C f i •�" •�.a..,,. . r,l_f'1�9(jU ____ 1R• 3033 TEST RESULT ASTM TYPL C (unll)_ 3.2 m11 Tf_N;.;ILE D•882 �rRC NGTI-( M 2870 (PSI) T 2230 100% D•882 i-120 111LU3 M 23301 (f'SI) T 1��1 LONGATION ION U 882 - -- M 15U ---- ( % T 140 COLD CRACK 0-1790 �r�` !! i (F .3 I VOLATILITY 0.1203 -- --- 2.8 SPECIFIC GRAVITY 1.45 GRAVES TEAr3 D•1004 M 300 (1lb/in) T 205 Nate: The information in this bulletin is, to the best of the company's knowledge, Irue and accurate; but Lill recommendations or suggestions arty made guarantee,sincn conditions of use are beyond our control, without 7'eluplwud(206)369.7080 "ail to: RO, Bux 2287, V,,,vurett, WA 88203 Colde Address- K0111toXtT KVLkLTT, % WAS111N(,'I'ON islux nunrGvr, KOHKOK[IUSA LW1'32.9661 i i ffiszl•baoxa�alz Cto�sat•y Or�ssoa 7 To_. Date -' Time - - WH LE YUU/1WERE OUT M of-- Phone-- TELEPHONED fPhoney.TELEPHONED PLEASE CALL RETURNED YOUR CALL WILL CALL AGAIN WANTS TO SEE YOU RUSH Message_ ikLy / au'e-k 1Ju — � f � pd-57��r"� 8r : � '1 l 30B J',i(J , -• 4....(33-•• 02;3 NAME=C(lt:)PER CONSUL T I A NTS 0FF :If:4'E Di:;:;:')' :1('7NER =LSH NtU , H1:::WD= to I YVL JUL, `arr.M �: u , �. '�r�s , � : V/ t, m 1:' R I = i CAT = 2 MATCH= i SER I ES--- 2 P R OF 1 L = 1 1;R G , « i BLDG . CODE-i'= i LIJMf+I-.J? = i ROWS DR DG%= l NO , WEDS= t 00 CAM= 1 T'L«� A. () 040 Dig. ::: 0 , 00it0 ::,!' AN= �. FT . �� , U000x �lr rJ', �' � 7��UU Et : 0 . 0000 Ti_ PTE. 4 , 0000 HALF PAN= 9 . 17 '. 3 BTM SLOPE= 0 , 0000 DLE= 0 , 0000 DCL= 22 . 0000 DRE= 0 . 0000 D:I ;aT L= 0 , 0000 DIST R .::. U r 0000 It I* Al�II'�G PINS : I` 'C � i TL i@0 - S000 OW0 , OOOU ;1..= OAU , OUgU (wo , U00U -ri{ y 0@0 . 0 300 12_ 0 . 5000 DRQ 0 � 0 r U 000 0@0 r 000 () - a TDP PANELS ( 1' O . @ Lk7NGTH ) = 2140 , 3437 79- 27 . 000U 20 A. 6 , 6S a2 d � It I'M PANT:::1_8 ( NCI . G LENGTH ) = 4021 . 5081. 6@27 . 0000 29iS . 882i z UC = �a4 . 0000 P ;3F' •T'tJP Cab , 00 () 00 PS�� I' T�M= 4 , 00000 1"SI~ LIVE 5a , il (TUt; i: _ " ':A'-' AN= 9261 . 0000 BE , 0000 DEG , BTM , 0000 UJI' ( = 12 . 17 P =3 , 4121 W•= 9 . 40 M:=i , 90 L= 4 . 62 T w31 . 50 i''lF 1. , (22 LF =0 r 21 P1:: .« i r 4CF=? . 18 T=24 B=24 S= 9 L= t4 JOB NO . 4••«133-•023 At MATCHING PARALLEL TYPE W13 WJ 24 * O r C , SPACING -• 24 . 00 IN , CONTROLS u � HORIZONTAL PAN = en FT , 9 . 00 lN . * TOP C:IAORD L'J , -• 86 , 00 PS1=' 1 TENS?qN lj1EEt 0 � g JOB NAMES * S ww C 22 * LiTM C11ORD LD , � 4 r 0 0 PGF 2=COM�a , WED ( L/IR ) ° GUfaT L.�� CONSULTANTS OFFICE * Db:::l�PTH »- ��« , 00 * TOP TO TOP DI: ,,'-l�R ING CON7� 1'TION * TiTrAL L(:IAD 100 . 00 PL.F 3-zI••IANK INSON EQ , 10 * 100 % FLOOR r-3LD(.*7% , CODE:' I , t.; , Tt , CJ , �!; 4=T- MOM , 0 P IN 0 " 0 * 1k 10 a 130 % C(JNTR t:lL i @ (,ILD r 0 5 -C+ MOM t� P IN ' MFG , * Et 1 M , LI IC)R I) ��I._C)F' ED 0 , U 0 0 i) :I N , /F•T . * 1. 01. . 16% C;(:IN•T-I's 01- � L? t.,)I::D r� 6=0+ MOM R PA- NEL M1- G , PLANT WEED JOIST NORTHWEST *MAX DIST116 :IN r ) OF P :IN%(3 CII'=F BR , URfrACE`* ALt_t: WABLE LOAD= `� 0 , 3PSF= 1f:30 , SPLF z �' � + i 1 E IBJ�a ION t } �y� 0 1630 D I SHOP ROAD « �'. = R I I'T• - 0 6� * TA.. . DEFL« 0 .44 =L/ �� b I UN 71 CI•-ILHALIS ) WASH . `8532 6 READ X 2'2 , U FT � 1. 32 , U L. :IN , FT r * Ci- M]BER = o , ire, IN . � L/ 167 ? t.,=C(:IMPRE %S • „. '. ..: �. .. �enuS•`d.4 4R JG9i„Jtdt�. . iff9lE�3!*r��:!3Yld R 1:::A C T 10 N S L.I*F T 2014 . 4 L D . R If;I•'I T 043 , 9 I_D , -� � 4. .A i ; B -908 L.. ... x'735 L. L ....S390 3 -61 <3 'S 4 S .. .634 . 60 '':7 S L x';i30 L » `�'S31 L 91 � D f R ► N T � 3 �. �,� :�c y - 1r�8S\ 1. 41. r:i♦ c;� f) S N. 4�7♦ 60\ S413 T_ 02S♦ iS,31. ♦ i"x'1:30\ 22SO ♦ 22 � 222S-/ 1. '? Oat/ 1435/ `�2'7/ 4 Til% ;Tf3/ --•'r.24/ 1. G 03/ 512/ 1601 i/ ? 190/ L 19 () 9 L 3313 L 4880 S 5-888 S 6369 5 6315 S ,727 3 46i2 L '(29'�*:Y)sD L 1. 674 L 4- 03- 023 MATCHING 1`10RALLEL 'TYPE W� �,+ :r� 4 »SPT}! f>2 , oc� PRODUCTIONx;F:ARING I. OCAT IONS TOP L EFT AT1 0 ) T•��P I'2IGHT AT f a 1 ) TOP (:i••IORD 6 REQUIRED i .. 'a'X4 '1'40 of 2 , 0L CJ••!0RD LENt�Tid « �';' F•T° . 8 r `r'�.i IN r«+- �� _ �« I:� IN Tt:I F' ]:t�I »� I? 1. F��f' , 9 , 00 IN Tier' E< :IGI1T ND TOP L L-+•'T r.« .D 4 . C 0 � 1-- T(.')P P ANLL 21@ 19 , 34 #3 /7(0- !2)7 r 0 0 0 0 16 , 6':a63 _ t h' (]�•iS CII LIR .IDGING AT PINS 6 F3 TAA 1--i0RIZ . DRG , TO DRG , MAIN SPAN �� 21. F' T , `7 . 0f) r. a r. ti 7 r-r%_• -•r ,�r w■�� fa INS r3 M0 . 37S L= 0 , Cy 'S DRI LL PATTERN TOP 4L. - 4.:r 41«. Dry IL.L 1 i1'T'T1cN DTM ,aL. 5� i C if% MDE.R = o, ( & IN . CAMBER PLATE ••• 0 , oto IN , BTM "IANEL::3 20 21 . 50oo 61t? 20 18 . t:375o D-T'M LEFT END 9 , 22. f:, I N .T 0 1:11 N -• 2 0 FT (ct Y D-T M R I G 1.4 T E N I) - 9 . 10 I j E''TM Ci--IORD 6 RI-QU." PED 1. --2X4 12400f -2 . 0E CI--I(:)RD I...J::J' C1T'�I - 2" 1. FT . 9 , 00 IN , c r: .« « 1 1 () ... '� , i 1 �.. a , i 14 t3 19.... 1 2 0 9� •4 2 2.... 4 8 �'�• 2__ 0 8 ! ( f TC 0 --- � . 8 0 , -4 :� , 1 .a 8 , i 7 i1 �• , r B C�- t) , 0 2. .- 3 , 9 :y.... 10 , 9 6 -- 1 . 8 C3.... 4 . 8 1. 0 '7 . 3 1. 2 i CI , 8 1 ':a 1. , 0 17 -- 4 . 13 19- '2 20 Ai - 0 1-- 9 , 0 i 4- •83 .- 023 MA•T•C MING PARALLEL. TYF' E W`3 WJ• 4 1) PTH 22 . 00 � i tJEtI:« REQD/ J 1 'E) T 1. . aa () i (/" :=.* 'IS . 76 1 , 000i9:3= 14 . 44 i , 000 .I 6= 4 . 07 NMBR DIA . .-GA I-•iOLE S LENGT1.1 TOTAL Ni fiR DIT A . --(*%AA . HOLES I«.IwNCr T'H 1 (l TAL J. 1 , 000t6 L....1- 22 , 4'::>8 b 1 1 . 00019 S .-.L. 24 , 546 6 i 1 , 0 0 01 3 L-••L 22 . 885 to 1 1 , 0 0 019 L _L 24 , S46 6 1. i . 0 0 0 if:3 L..•--L 23 , 42S b 1 1 , 0 0 01;3 L-..-L 214 . 54ra 6 r 1 J. , 000iB L-L 22 . 009 6 1 1 r 0001 8 L---L 21. , 195 6 � I:-' 1 , 0 0 019 L..•---L. 2 4 , 5 4 6 12 1 1 . 0001@ L»-L 23 . 396 6 � 1 1 . 00019 3---!_ 24 . 546 6 1 1 . 00 () 18 L «-L 21. , 866 6 �7 f:3 1 . 00019 :3-•S '61-4 . 546 48 1. 1. r 00016 L.-L 22 , 408 6 w O u Z 2 C7 y DATE i SHT. IF THIS DOCUMENT IS LE SS II - l i i P T11-1J1l r1l • I ! I I1J I 111 1 p1T T rt 1 TI1 JII Iii � Ii IiI i � III i : �,..,.. .::�. •� �• 19 �� C �LEGIB E THAN THIS NOTATION , 2 9 0 11, 1 IT LS DUE TO THE QUALITY OF .. p ..:..... .. t4 e . --.._ � • �~ - IllirEll1111111111 UII IlllIIi llLll ZIlil (19II Zilii IIII ZIIII IIII ZIII! Il£ii (III IIII ZIIII IliIi ZIlii I101i.,Z'Ii•I l 1 ! I VI III I I III IiII JI II II I I TI�i�ll I�aI 1 I1111 IIII IIII.�f!ss�!!sl _i_lr lllllllllll_ll_�_��l�� IIIi !�I� �I�►�II! 9 S'i No.36 T61 IIsi11I6 iIIIIII1i1 LTHE ORIGINAL DOCUMENT . RZ E�`••��Z�"'• !! !111111111 �! _ . �.. 1 �IIIN - w� I r 'f .... � ._. - .. .. .. _...-... .,... ... .. .... ...., a ,-.-.,.. .. .. M r ry , E JOB NO , :... .4.3...83--023 NAME=Ct](:JPER C(:)N; 1.1!.. TANTS OFFICE DF.S :C (aNiMRI�h R �1' 2 MATCH IES- ''' h� I't CJh � � I� T �6 � P I " i Cti -• t aIR � :I L_` �. BR (:� , �. Itl..Df t�(a rY E.WD:, YwE�-1 �T-u , ��ta� �:� u , 1 � PM a , CC)I)E� i LUMBER = 1 �tGt�l,a ,�I� Utyw i Nt:) , !JE BS- i aTRC: : - i . U U CAi�=i 1-_ - 4 . 0000 uL � U , 0000 ��PAN= 10F7 , 0000IN , TRS 6 , 0000 BR = p , 0000 T DLE= 0 . 0000 DCL= 22 . 0000 DRE:= 0 , 3 IS I- P r E= 4 , 0 0 0 0 alALl� PAN= 9 . 1713 BTM SLOPE= 0 , 0000 OUpU DI :aT L= 0 . 0000 Dx ,3 R = U , OOQO BEL ARING PINS & D I) IST , TL= 1@0 , '.- 000 0@0 , 0000 T{I."= 0@0 - OUO (J TOP PANELS, ( NO , @ LENGTH ) : 2@19 , � ,�� OE?Q , ODUp TR � 0@0 , 0000 10@0 , S000 EiR = 0@0 , 0000 t1 �q , ODUp � 3437 ��'�.:7 , 0000 �. t�? �. f3 , 3i �. _, - < B'TM PANE:LS ( N0 � to I_ENGTI••I ) w �?@? �. , 0f3i at?27 , 00 () 0 �. (!��?2 , 8�?�. q �: " 0 � C ,�'4 � 000 1' SF' •TOP•= 86 - 00000 PSF DTM= 4 , 00000 P� SE=' AN= ir , OtlOq { .. E" LIVE= S0 , 00000 U EF= , 0000 DEQ; , BTM , , 0000 z C= 9 , t, U P =2 . 63 W= 7 . 62 M= i , 46 L= 3 - 88 T=25 , i 9 M S •.:. %j ., I"wi , i .a Lr-"=O , � . Pt~= i , ,.,6 1,l== . ib :"' c� ... vi T 0 B~, 0 ••-• i i L= B L 4 JOB NO . 4--83---023 * MATCHING ING PARAL.LE:L TYPIZ W6 "' �` '4 , OU 1: N , ,J'(JB NAME•: WJ24 * O , G , SPACING o * HORIZONTAL SPAN = J- S FT . 3 . 00 IN , * TOP CI-IORD L.D . C0N'TIR0La U COOPER CONSULTANTS OFFICE * DEPTH .� '� f36 , 00 PS1:' � ='T'I�:NS10N WLD � z �::? , 0 0 * BTM CHORD L D , 4 . 00 E'' ,' F• ".�:� � TOP TO 'TOP BEARING C(:INDITIONS * TOTAL LOAD w , �• C(JMr WEE{ { L/R ) �--- < --� �. C3 () 0 U I I...F 3::HANK ING ON E0 , ' * 100% FLt:)C11� 3333 BLDG , �::C)DE - I , C , B , t3 , * � * 4=T+ MOM . PIN MFG . PLANT * 10L? , 57% C%ON I-it:)L ":' 4�EEt 4 * B'TM � (:;I•IGr�D L1I_.C)Ia ED 0 papa :I: N � 110 , 33% �=C; r• i'�om P :t'N j WEB ,r(:) 1 JT NUI Th�lljli�:5'r <:�' /FT � CONTROL i c WEB �.�► �-�.�- Mt.�s� w ��> ANEI_ � ItI�fA}C D [,.a T { :C N } DI ' PINS OFF E{{ G , :aUR F ACE* ALLOWABLE LOAD 92 , 3P SF•- i E34 , 6P _ x ib3U DJ: ::aII(�P !Z ()AD * LE.FT= i , 12 Lw a CI-ll* T <3 , WAShE , si�f35: `a S R R :IGI•�T=i , I Z * T , L , DEF L --• o 00 3333'_ E(�D :X 1 S , ) FT 92 , :•a LIN FT , * CAMBER ,24 -L/� T =TEt�::i�' 0!'� W ci '. ,:.. 1699 , 4 .._..._._... .. ....._ ..... .... ... ._..�.._ ............ .......... ._ 333 3__�..... A_r �� I N L/ 2 mcg r C;-(:;()M P R E 3 3 10 3 N ' ACTT ONS Lc'::FT _. 1699 , 4 �LB , IR :I GI-1'I. ....�.._. �. '?::' _..._.._� ._ _.___ .. ...___. ...._..__........ w �' S' , U L T:r , T ----7::)'4 !.,• 3333 ra� r - ;� .\ `_r:�`,:19 1:3* .........3277 rG 4 �. 5 (J S . -447i' S - 4270 S _..��:i4 � L •--2280 L 748 B � ti 3333 1258 � .._ � U 3333 r'l� _. f t-3 36\ :-29\ 4 9\ 436'r 92 1862 N T R 1 aH T it� 46d . ,;5��,� S C� ':�f�.� S':a I / '� � \ Lam ° L i5 U / •4i / 9 () S/ -•-• 1 67 '-• if359/ 8; .a.._ '`'�b S 303 4 7 G 4441 S 4 S O 6 G 4 0 3 9 `' 3032 L i S i `? L 4 ••£33 02;3 P�A•rC1-I �: NG I�'AIti �1L.L.C:L 'T `-' E W6 —._.��._��_.._._.__._._....._._...._.._......_._._..__........._..._"__.._w...._.._ __.___ _..___...._._.._._.._-_-__--._....._...._.._ _.._.._._._.,._.____...._...._.._.. I }.e..s � `�s� J t:: T7 I:::I�' T hT I?�? , q p APPROVED I �'.CTI:::ARING I._DCATI (SNS T.O►' CI--IOF D S I f�(�)t3:I: r� I.D 1 ....,, TOP LEFT AT, }{4 i p 0 h' - �. , 8C c�l�C3R D L ENGTH = i 9 FT , i , 0 0 I N , TDP RIGHT AT PRODUCTION Tt: P LEFT END w 4 , 00 T0P PANIEL::i �_' ';� , 34::5 3 ��(3 7 , 0000 PINp TO PIN .-. t S E''T , 3 , 0 0 IN , Tt)E' 11'GNT END = 6 . 00 . 8 , 3 �. I�5 J. ROW (IF EiR :IDGING AT PIN G BTM F'10RIx , DRG 'To BIS (- , MAIN ;PAN IB FT , ' PING 3=0 . 37'�:; L-0 , L��`.� DI� Ii_l._ i' A'TTERN 3333 CAMBER w r� , + b IN , DRILL PAT'TEfN BTM iE_. �,5.... L CArfEtEF� PLATE •� 0 , � t O IN , , BTM PANELS 29- 21 , i0 oo S@ 02) 6. R9ofI i L 22 , lk.. � � � • .� z 5 � PIN TO PIN � BTM C;I I(.�RD S RL " E -.._r} •� �" 133 , �! �► I.N , X.TM RIGHT FNS} �• q,d 3 (�+U:C ��t �:.D �. X4 �.. 00.F.... i , BE CE•ICJ1�1��1._iENGTII � IB F" 4 � r 2:. , , '- . , , •-•- 6 . 1 C•_ 9 , 3 l i .... () , ,J ._ v 3 ,� 6 . 0 N I B t) � , 0 23333 �a , �3 4--. 10 , 0 7.3 1. f3 � -.. 4 C3 113 � � �. . , .� �. � ... �' , �. �. , 7 I � 9 , �, <�- ;, , 0 1 ___._._..... ...__.."3333 _._...... . w.. . ,r ! r3 13 i 0 , t:3 a. S �. 5 ' - 3 . 0 0 3333_3333._.............._..»......... .. ' r/ C:� 0 J y, f• .__... _.. ....._..... ....._..................«3333_.........._3333. 3333 •�• �.I � � I 4-•f:33 023 MAIC r-1 I IAC; i' ►�RALLEI_ 'TYPE:: W6 W J,, D y ...... . .. r� .y._.._ _. _. _.... ...... __33.3 3_ _._ ..._..__. .._.__._.... _...._.....". .._ ___ _. ...... ... _._.-. __. .. _._._.._._...__.. ~. �"4 I I:::r 1 H G:: , 0 0 I_ 'T f UDI.:: REQD/ ,1'0:1: �. 'T' �. , O 0 019:-- f3 I? , 55 i. , 00018-- 6 '24 �. - 00016= 4 , 07 I NMBR D �: A , GA , HOL.ES I...E'NGTI--E •1 OTAL. NMDR -DIA , -(.GA . HOLES LENGTH -TOTAL (} 0016 L . I... 22 a i i . () 0oi9 % -L 24 , 5461 - 00018 L. L 22 , 88S 5 i2 J. . 00019 I...—L c'''-.4 , 546 i0 i , 0 0 O if:3 S L 23 , 42S 42S 1 ' i I 000tO L_-L 22— S20 1 . 00019 S-'-S 22 , 009 5 1 1 , 00016 I- -..L 22 . 385 9 1 , 0000 S-•S 24 , ,46 45 1-� OD LLJ z 2 cc O 0. -i + r�ATE SHT. 1 .11675 SW bb'TM AVENUE: _J�_OFAL 13 •. .'^ w ,� � _. it.y .,.. .. 3,333 . ..,., .. _,-z ... ..: . ,... ' .. ..,,. - SAM . - - '3333. .. ... .. i -' ":k'*x' .n. IF THIS DOCUMENT IS LESS � I `` ' I � � I � � I � I TTJ 1 III III III I I I � I I t I I I T I f I I T I 1 1 1 1 1 1 1 ' e ( I I I I I i ! Tr I ! 11� T.. 1 I l I I I I I I I I I I I ' '�' •i } LEGIBLE THAN THIS NOTATION , 1 � I � i I ' � I I ! I I ( I I ,. , __ 4 1 IT IS DUE TO THS. QUALITY Y OF -- ' - 7 8 A 10 _ 1. �, 1 - OCTOBER 26 ,aAib 199%3 THE ORIGINAL DOCUMENT . No.38 ��""' E 6Z 8Z LZ 9Z � Z '6Z EZ Z tZ aZL I I�t ► T 9T � T � I ET ZT TT Q fd I fill Illl Llll Illi I]II lift IIII IIII IIII IIII�IIII illi IIII Ilii IIII IIII IIII IIII IIII IIII III! IIII II6i II IIII I LT IIII IIIl�IIII IIII SII IIII III �! II II . I VIII! III III I illl�llll III IIII il�llllll II .I II�IIiIIIlIIIIIII IIIflIIIILII SII IIIIlll11 III f Ill F.� 01 mA 1 SUE( NO , .- 4-83-023 NAME=COOPER CONSULTANTS OFFICE DESIGNER =BH NO . REBID= 1 TYPE:-W7 TUI: , SEP 20 , i983 , 11 ; U4 AM FRI = 1 CAT= 2 MATCH= i SERIES= 2 PROFILE= i BRG , = 1 BL-DG . CODE= i LUMBER= 1 ROWS EIRDG= 2 NO , WEBS=t STREC�'S=-1 , 00 CAM-:1 TL= 5 . 5000 BL. = 0 . 0000 SPAN= 26FT . - 7 , 8750IN . TR= 6 . 0000 BR = --2 , '"500 TL PTE= 5 , 5000 HALF PAN= 13 , 5000 BTM SLOPE= 0 , 0000 DLE= 0 . 0000 DCL= 22 , 0000 DRE= 0 , 0000 DIST L= 0 . 0000 DIST R = 0 , 0000 BE"ARING PING 6 B DIST , TL= 1@0 , 5000 O@0 . 0000 BL= 0@0 . 0000 0@0 , 0000 TR = 0@0 , 0000 13@0 . 5000 BR= 0@0 , 0009 080 , 0000 : TOP PANELS ( NO . P. LENGTH ) =11@27 , 0000 1@22 , 8750 t BTM PANELS ( NO , P LENGTH ) = 11@27 , 0000 OC = ib , 0000 ?SF 'T'OP = (36 . 00000 PSF B'TM= 4 . 00000 PSF LIVE= 50 . 00000 u SPAN= 319 . 8750 BzE= 0000 DEG. BTM , 0000 z C = 1. 4 , 30 P=3 , 43 W= 10 . 14 M=2 , 00 L= 5 , 66 T=35 , ;3 MF== 1 , i1 LF=0 , 21 PF= 1 , 32 CF , 15 T=30 B =28 S = 15 L= iO ui h� s TOB N0 , 4-83-023 * MATCHING PARALLEL TYPE W7 WJ24 * U , C , SPACING - 16 . 00 IN , L'ONT"RULS U ° JOB NAME: * HORIZONTAL GPAN = 26 FT . 7 . 83 IN . * TOP CHORD LD . = 86 . 00 PSF 1= T'ENSION WEB it 1. 8 COOPER CONSULTANTS OFFICE * DEPTH = 22 . 00 * BTM CHORD LD , = 4 , 00 PST' 2=COMP , WEB ( L./R ) �- 1( L., _, TOP TO TOP BEARING' CONDITIONS * TO'T'AL LOAD = 120 , 00 PLF 3=1-IANKINSON ED , O :F . � * t00% FLOOR - BLDG . CODE: = , C , B4O , * 4=T+ MUM , @PIN * * + 03 , 09% CONTROL 3 @ PIN 10 BT'M S =C+- MOM , L PIN O MFG , PLANT * 11TM . CHORD SLOPED 0 , 0000 IN . /FT . * 1. 0':, , 00% CONTROL 1 R WEB 22 6=C+ MOM L PANEL_ x WEB JOIST NORTHWEST *MAX DIST ( IN , ) OF PINS OFF BRG , SURFACE* ALLOWABLE L.OAD= 92 . SPSF= 123 . 71:11LF Z °a 1630 BISHOP ROAD * LEF T= 1 , 25 RIGHT= 1 , 25 * T , I_. , DEFL , = 0 -69 =L/ 469 T==7ENGION � o CHEHALIS , WAS44 , 98532 8( 1 REDD X 27 , 0 FT = 2'7 . 0 LIN , FT . * CAMBER = o , ZS IN , = L/ 1363 C:=C'OMI'RESSIUN n w REACTIONS 1_I:=FT t6'S1 , 9 LB , RIGHT = 1655 , 8 L_B , E/ " iB - 1057 L_ ;:.'.874 L -4252 S - 5296 S -'59'79 S --6308 S 6280 S -5897 S -5160 S -4062 L -2625 L -750 B i?( GI,'- T-- 1907\ -1. ;382\ - iii0\ -774\ - 454`, 129\ t93\ 317\ 838\ 1171. \ 1457\ 1. 803BLVC 1923/ 1395/ 1125)/ 788/ 468/ 1. 44/ -- 1. 79/ -503/ -824/ - t157/ -4442/ 1953/ , L 2106 L- 3634 S 4863 S 5722 :ii 6:_29 S 67.,'79 S 6174 S 5613 S 4699 S 3418 L 1824 L 4 -83- 023 MATCHING PARALLEL TYPE W7 1.1J24 DEPTH 22 , 00 I ` DE.ARING L_OC:ATIONS TOP LEFT AT ( 1 - 0 ) APPROVED FOR TOP FiIGHT AT ( 0 13i 101:1 CHORD 1 REQUIRED t 2X4 21 (10 ( 1 , i1E CHORD LENGTH = 27 FT , 7 , 38 IN , TUP L01V 'cFT LND = i , 5PRODUCTION 0 PI' N 'TO PIN = 26 FT , 7 , 88 IN . TOP RIGHT SND = 6 , 00 TOP PANE..-S 1. 1@ 27 , 0000 1@ 22 , 8750 ROWS:, OF BIR IDCINi7 AT PINS s " `1 BTM I'IORIZ. DRG , TO EtRG , MAIN SPAN = 26 FT , 7 , 813 ! N , 1 �1 PINS S=D , 3 5 L=0 , 625 DRILL. PATTIERN TOP 31_- 73 - 3L DRILL PATTERN BTM 2L - 8S- 2L CAMBER :::: o . Z3 IN . CAMBER PLATE = tl , mio IN , I �j BTM PANELS 11E? 2G. 9 $9g L( l-M LEFT ENS) = 13 , ':36 PIN TO PIN = 24 FT , 8. 89 IN , FTM RIGHT END = 7 . 1.8 BTM CHORD i REDUIRED i -2:X4 2400f--2 . 0E C140RD LENGTH = ;.''_6 FT' . 5 . 63 IN , T'C:= U . 6 , 11 ;r?— 4 , 9 4 - 27- 7 , 4 7 , '7 6-10 , 9 9 .. 1 . 9 11 4 , 9 13 7 . 9 15 - i0 . 9 18 -• 1 . 9 20 -- 4 , 9 22-- 7 . 9 24•40 , 9 27... 1 , i EtC 0 - 7 , 1 2-- i (1 , 1 5 - 1. . 1 7-- 4 , 1 9-- 7 , 1 1. 1 111 , 1 14- t , 1 ib - 4 . 1 18 7 , 1 20 - 10 . 1 23- t , i 25- 4 , 1 26 S , 6 4 -83-023 MATCH :I: NG PARALLEL TYPE W7 WJ24 DEPTH 2F: , 00 FT . TUBE READ/JOIST 1 . 00019= 44 . 24 1. . 000tB= 4 , 42 I . 000i6= 4 , 26 NMBR DTA . -GA , IIOL.E::<; LENGTH TOTAL NMBR DIA . - GA . HOLES LENGTH TOTAL I 1 1 , 00016 L---L 24 . 546 1. 1 1 , 00019 S -L 24 , 546 1 1 1 , 0001£3 I_ - L 24 , 546 1 2 1 , 00019 L -'. 24 . 546 2 0 2 i - 000t9 L -1- 24 . 546 2 1 1 , 00018 L-L 24 , 546 I 1 1 , 0001'9 S -L 24 , 546 1 1 1 . 00016 L. -L 22 , 542 1 14 1. . 00019 S 5 24 . '.x46 14 u u` �b O u Z I DATE 167-.z9-$3 SHT. LOF� 1 1675 SW f:,hTH AVENUE IF THIS DOCUMENT IS LESS � ' I ' ' I '`I � I ' I � 1 � I ' � I ( I � Ir' (� � I � I ( I � II 1Tlllll Illil� lllll 1111111 IIIIIII 11116 III111IIIL 11 n 1 (11111111 TIlIl11 11111 I IIIIIII II ! 1TII l � lll �l 1111111 IIIIIII 11111 ,11, - LEGIBLE THAD" THIS NOTATION , 4 5 $ I . 10 I 11. 12 OCTOBER 26 1993 IT IS DUE T ) THE QUALITY OF — 4OC OB THE ORIGINAL DOCUMENT . � No.36 0 -- via E 6Z 8Z LZ 9 Z tiZ EZ Z IIZ OZ 6I BI LT 9I 4'i bT ET ZI TT OT 6 L 8 4 £ Z 13nun IIII 11111116 III Ill) IIII IIII lilt IIII IIII IIII IIII IIII 1111 Illi IIII IIII IIII IIII lilt IIIIIIIII IIII 111116 I NII IIII I!II Illi IIII IIII 1111 Illi. 111111 IIII IIIIIIIII IIIIIIIII IIII IIII IIII Ili) IIII IIII IIII IIII IIII IIII IIII IIII �i 111 IIII IIII IIII llllll 11111►11 116X ,a i J UN NU , ..-• 4••-133-- Uk-13 NAMF_=U-U111-1LK UUPit`)UL I AN I ::i OF F IUL DF...:J .l (::NF.K b NU , KLlj1)= 1 17IjL=:l%+b I UL ;.iLI- IL! U 1 'i'�S,S �.. U44 r'M PRI = J. CATS- 2 MA'T'Cf'1= i GEr4 '::S= 2 PROFILE= i 1-'RG . :;r 1 BLDG , CODE= t LUMBER = t ROWS BR TE_ -• �i , �, i) 0 q ESL �• 0 , 0 0 (} 0 ,ar:�I'AN�' `'"" , ._ "' _ - -> ter•• PTE= r 1)G�- NO , WEBS �. S rR ES::i i () 0 Cr'�Mw i -'• �• 2'::)F7T 8 / 01W TRS'• 6 , 000U DIR - ..x:. , 21500 TL PTE= , , 5000 HALF PAN: 13 , 5000 BTM SLOPE:= 0 , 0000 DLE= 0 . 0000 DCL.= "12 , 0000 DREG= 0 1 0000 DI ::aT L�•-. 0 . 0000 DIST R = 0 , 0000 B17ARING PINS 3 B DIST , TL = 1C0 , 5000 0@0 , 0000 BL 0@0 , 00 () 0 0@0 , 0000 TR w 0@0 , 0000 1300 , 5000 DR = 0@0 , 00 (} 0 0@0 , OUOU < � THIP PANELS ( NO , @ LEN aTH ) = 1. 0 @2/' , 0000 2@16 , 93'7"9 0s B'T'M PANI•::L.S ( NIO . @ LENGTH ) = 9@927 , 0000 "P19 . 0072 Y UC = 16 , 00000 TOP = 86 , 00006 PSF` DTM=- 4 , 00000 PSr~ LIVET% 50 , 00000 Z SPAN ; () 3 , 8'; 50 DC- , 0000 DEG , ETM , = -- " U U 0 U W � C_ 1221 , 97 P =3 . 43 W- 10 . U2 M= 1 , 98 L 5 , 45 T.:--33 . 85 MF= 1 . 09 LF="= 0 , 21 F'F= 1 , :; () CeF"•=2 , 09 T=•2g E{=,fib S=: 15 L-= 10 � w JOB NO . 4--83-- 0123 * MATCHING PARALLEL T'YF'E W0 WJ 24 * O . C . SPACING •-- 16 . 00 IN , CON ("DOLS U ° JOB NAME * HORIZONTAL SPAN S FT , 3 . 88 IN , * TOP (;I-IORD LD . w 06 . 00 Pal" 1=TF-NS10N WB CGOF'l::R CONSULTANTS OFFICE DEPTH - 22 00 * BTM CHORD LD , � 4 , U O I` SF 2=COMP , WED ( L/R > � � TOP TO 'TOP E{i '(.",R ING Ct:}ND I T I OW. * TOTAL l...oAD = 120 , 0 0 P l._F- 3=11ANK INSON EG) . 0 ; * 100% FLOOR BLDG , CODE I , C , D , O 1 4='T.-+• MOM . R PIN O * �< 10 0t7% CONTROL � ria WF.Et 4 5=C +• MOM , La P IN 1 � r M1 PLANT * DTM , CHORD SLOPED 0 , 0000 a: N , %F T1 1. 0 0 , 3.2)"s' CONTROL OL 3 1 N 3 TOP 6=C+ r Oti @ PANEL � WEB J'OI' ST NORTHWEST *MAX DIa•T' ( I N , ) OF PINS OFF" BRG , :.t.1RFAC'E* AI._I-OWABLE LOAD= 90 . 21.) 3F= 12O , `PL!- z 16:aU L� I ;aHOP LOAD * f._l�"1M'r - 1 , "�' `lI ("'` 1 5 T I _ I- 5 � o!--IT , L , DEF" ._ , o ,S9 =L/ s c 3 T=TEN%1T N r l••I EHAL :I a , WASH . 98532 � i R F:OD-'X �` 6 . 0 F-T - '� - - (} � t_ � � , LTM , I� 'T' , :A EtIr:R m , � I Ill , L/ 1435 t .wt tlMPREr Sj vy REA.C;T :Ct:}NLkFT .-_.....1. ':a7 :S. ~, 9 WI...Es ,..._....._.._.�R ...._._.._.-w.-........l.. �_.....__...._................_.-_..-.........._....._....__............__..-....._..._.__-._.._..._....._......_...._ _.___._ _...._.....__.... .__.. ........... ._....__.............. RIGHT i .a 75 , 8 LES B 1 U 0 t L - ?'709 a --3983 3 --4921 S S49 S .. 2? S ':.i u S ~ri1 t} 1 S 2`::,{ a ... 30 '::) L -^ r1 5 j iV T � t T 9 ,� 5� 4 G i 3 • J \ -. 1 Fi Ura\ -- 1288\ -- 1. 01. 4\ 678\ - :S 5F3\ 34`, 289\ 614 \ 93::3\ 1. 271. \ i 42S", :i. 771 � s 11.320/ 1301 / 1028/ 692/ 372/ 48/ --27S/ .-.599/ -.91. 8/ _-- 1259 / - 1. Q Uf 17, 0 9 �... ---�-----_� L 1994 1.- 3 41 S 4"'41 S S294 S 5696 S 5`741 S a4::3t S 4764 S 3'746 1._ `a 7r• L 1328 L 4• '83- 0 ,22'33 MATCHING I AR a i L L E L 'T Y I' E ki 43 W:1'2 4 DEPTH 212 , U U BEARING LOCAT :CON f TDP l._EFT AT t1 U 'TOP � PPRCVFD FOR ) ��Z I t,7 I•i T OT ( t) - 1 •.� ) _. TOP CHORD 1 REQUIRED i --••2X4 210 0 .E` ... i , CE C:I'•IOR D LE NGTH ._ 26 3 �i FT . 3 N , PRODUCTION ' TOP LEFT END c} �:� z�� "c I'} :N — '� I "T , , 8 r , r�� ;� r G HT � : D _ fy , t; •a Tt.II' PANT:::I_S 1. 0@ 27 . 0000 �'(i) 16 , 9375 2 . c ><�a OF rt R I D(:1 :� ��G A"r PI ��;a s ... � �•�•M I 10 RI DRG , 'T O DRG , MAIN ..1'PAN ;.;.'IS:. F r , 3 , ��8 .r. N P :1 N('3 3= 0 - 375 L=it} . 621S DR ILI... PATTERN TOP �?i. 83DRILL.:. I... r'- 3L. r L A 7""T'E:1"? Bim"M 2I- --- 79 --- CAMBER 'S Cr-MBER - 2I IN , CAMBER PLATE 0 , 010 Iii , , DTM PAt4I:...-:3 9@ 2G . 91898 �'@ J. * , 0000 D T'M LEI.71' END _. 13 , ::� 5 I� I N 'TO la .0 N3 F"'r , 4 . 91 I N , 1c'1 M R I GFiT INT) - , 1 6 BTM r�;f-I0IR"D i RE::��U 1iZ1'D i - X4 2? 100 F i , BIC. C1--10R 'D LI:�NG'T"H = 2'S FT 1 1 , 63 IN , ! I Ti; (; .. 6 , 0 1 ..- 10 , ':x' 3 - :.389 S.- 6 , 9 .�...- 9 , ;, � 0 .. U , i 12 - 3 , 9 1. 4.... 6 . i 16-• 9 . 9 1 'i ... 0 , 9 21 ~ 3 , 9 (i — !a , `a� 2':a'— �_6- 3 . 4 j t J •-- 7 , 1 G? 2 , 1 3---- 9 . 1 to.... 0 , 1 0---. ;a , 1 1. [r .... 6 . 1 i2.- � 1 1. 1 ':a... 0 , 1 17-- 3 , 1 1. 9-- 6 . 1 21. . 9 . 1 22 4 - 0 , 1 2'a -• i , 6 4 ....E33••.• U2 ....tlAr'rCI••f ]:N('.7% ._PARALLEL HwTYPE �WE.S'_._.___..........W,T24 _..-.__..-..'_. ........-._.-.._ ..,�_..._........ ........_. ..._.........._..._._.....�...._.... _..-_ ... ...._...._....._........-.......__�..._.-........-..-_.-. .....w.__.... DEF TH t�2 , 00 ~ T , 'T'U B E R F.:Q D/:J"O :C S"T. i , t} X1 () 1. 9= 43 ► 88 1 , 0001 &-:: 4 , 2 () 1 . 00016= 4 , '?b t� , NtIfiR DIA , _GA , VIOLES LENG"TI••1 TOTAL NMDR DIA , t7A , I••It0LES LENGTH TOTAL. ' v+ 1 1 , 0OUt6 I...---L "'�. i 4 , �341a 1 1 1 , t} 1) 019 L_L ;?4 , 546 1 1. 1 , 0 001 'D L-L 2'4 , '::i4b t i i , 00019 L....L 21 , 4'27 i 1 , 00019 L'--L 24 - 546 1 1 1 , 0 0 019 L-L 23 . 471 1. 1 1 . 000t9 a _L 24 , 546 i i 1 , 0 0 018 L--L I : 015"S i t t4 1. 100019 3-0 24 - 1346 14 1 1 . 0 0 01 b L•-L '22 , 536 i 1. i , O0 01. 9 S--L ?4 , S46 iuj it z ° o iL J DATE �a-z9-?3 SHT. } �OF—At- 't'EI'%.II 11=� IF THIS DOCUMENT IS LESS �ISI ► 1 � � � � � '� � � � � � ; � L � iIIIII 1111 I Il � � Q 72 I LEvIALE THAN THIS NOTATION I I 21 '� 0 A 1, 121 OCTOBER 26 19 IT IS DUE TO THE QUALITY OF - No.36 r , THE ORIGINAL DOCUMENT . E 6Z BZ LZ 8Z Z i�Z E " Z iZ OZ L I 91 21 T L T Z Y T T 1 �� >>�� l�II �� I1�1 �� 1I��,�I��j��I►�� I ��I��I�IjIIIIIIIIII�� IIIIll1IIIIiIII� IIIIIII� IIIiIIIIj�fI, 1111 IIIIIIII �Iii � ��I��,I� ��I �� I�� I�� j��l�jjjjjjjljjjjjjjjljjjjjj,jljjjjjj►jljjj I • I III 1111 jill�llll lll��l.i�� 111�h111 ... . x i , JOB 1'1lO , ..' 4• -8%3--'0 �?3 NAME.-COUPER C(71' GULTANTS OFFICE D�">IGNFR =BH � NO ,. 17 k::CJD� i TYPE=W� TU I- :ak.N V 1 '�'ti,a � t u / faM > > PRI = i CAT= 2 MA'rCI.3= i SCR IE:S= 2 PROFILE 1 BRG . =. i BLDG , CODE= i L;tJME+E::R = 1 R014S FiRUG-: 2 NO . bJ£::PS= i G'TRESS-Ti . 00 CAM...; i TL.. - S . ':� OOa HL:= 0 . 0000 :SPAN:= "13FT . -- i1 . 3'75OIN , TRw 6 , 0000 DR = -'�? , �r:� 00 TL PTE= S . SOtOU HALM PAN= x. 3 , 5000 E{TM SLOPE= 0 . 0000 DLE= 0 . 0000 DCL= 22 . 0000 DRE= 0 . 0000 D110" T L:- 0 , 0000 D:IS1' R = 0 , 0000 Fit::TARING PINS & B DIST , T = tRo . SO00 0@0 , 0000 DL..•= O@0 , 0000 0@0 . 0000 TR = 0@0 , 0000 12@0 . 5000 E+R = 0@0 , 0000 ORO . 0000 J TOP PANELS ( NO . @ L_ENGTH ) = 10@?7 , 0000 1@1 '7 , 03'750 0 B'TM P ANE*LS ( NO , LENGTH ) = 9@27 , 0 0 0 0 1@22 , 0 003 1 b Oc =: 20 . 6000 P SF TOP = 136 , 00000 PSF E,'3'M� 4 , 00000 PSF LIVE 50 . 00000 -- SI*' AN= '1137 , B750 Fir.::= . 0000 DEG , ETM . = , 0000 � C wit . x:33 P=3 , 2S W= 9 . 43 M= 1 . 9S L= S . 14 T= 32 , 60 MF=i. , i2 L.F=',=0 , `1 PF= i. , 33 CF-2 , i2 T=26 D=26 5-.: f. ':� L= i. i bi nO . C . CON'1".Z 0L V JOB NO . 4- 83-- 023 � MATCHING' FARALL EL TYPE W9 WJ24 * SPACING - �_r>0 , 00 IN ., - JOB NAME: � HORIZONTAL SPAN = 23 FT . 11 , 80 IN . * 'TO? CHORD L..D , 86 . 00P SF" 1-'1*L NSION ,IED � � a � COOPER CONSULTANTS OFFICE 1)E:PTH - ''� 00 * BTM LD , = 4 , 00 PISF 2=CO�'`P , WEB ( )-/R )3 v) j a C * TOP TO DFARIK.7" CONDITIONS * TOTAL. LOAD = iS0 . 00 PLF 3"1"IANKINSON E0 ; * 100% FLOOR BLDG . CODE := I . C . D . O . * 4=T MOM . P 1 N (0 710 * i a1 00 ,r CONTROL 2 @ WED 17 _, C:+ MOM . (.. F} 1N � MFG , PLANT * DTM , CI. 0R 1) 51...0►' t�11 0 . 0000 IN , /FT , * I01 , 40 "� CUN r RC)L 1 R I�llwR 3 6=C+ MOM @ PANEL WED ;l"(:; :IST NOIRTHW17JT *MAX Dl (`T ( :l: N . ) OF PINE OFF BIRG . :`URFACE* ALLOWABLI. LOAD= 90 . 917J1" = 15)1 P L F z 1630 BISHOP ROAD * L[IF T:= 1 , oD 1'.? 1GHT = i , ao * T , L. , DE:FL , - 0 .57 =1_/ 900% T=T►NSION w ° C HEHALT ,3 ? WASH . 90S32 32 * 1 RI:.*.QD X 14 . �`; FT 24 , S) LIN , F , * (:�+I' BE.R TN . = L/ t S J S t..� C;01!11- RE1'7' S 10 N w RI: CT10NS L[7-FT 1 '364 , 8 LD . R IGHT = 1t:169 , 7 LB . T f �� Et .- 11 S i L ....31 i L _..4643 3 ....5653 S ....ls27 4 ;a _..6421 S 61 G'a S r�3S� �.� 41 �3 I... -- 511 L . C3L}03 Zt 1 ,41 N T t Cr-f-! 1 ''(28 149''4" .... 1147\ ...7 S ....:3:x.}.'7`` 77\ 482\ 03034\ i. ;`-'..'i S\ 167 i\ X 087 13 1, 1 41 '4'7/ t .'.,)09/ 116S/ '%' 46/ 345/ ....8 '6/ --- 1 '2'77/ -- 1. 654/ .-1' 046/ - L_ 4351. L 4004 S 5e''73 S 6084 S 6454 S 6370 S SOSO S 40396 L 3401 L 1654 L j �•�r ) .-.�:�.... ��3.._MA"rC;I-13: NG 1' ARAL..I_EL._....TYIaE`ww9w:r24.__.._.-DI:::PTI-1....____..._..22 , Uc) .M�.__._._ _.w APPROVED FOR DI:ARTNLti I...00:AT :IONS TOP LEFT AT ( 'L '-' (1) TOP Rl "PH'T AT ( 0 •-1'2 ) PRODUCTION ,. 1' ..� '� �.... '� r �" � - �� _ - � 'TOP CHORD i 3*4I:_CEJU .IRLD 1 �_X4 '.. :1. 00 F i. . BE CHDRD 1_1.:.i�G� �� '- 24 FT . li . 303 IN . Tti:)Ia LL�F '1' ENE .. 5 , ':a0 I' 1i�1 TO F} :ITN �:� F'T . i. i . i303 1N , TOP RIGHT END - 6 . 00 I TC)I:} P ANEI_r_; 10 4'7 , 0 0 0 0 1@ V7 , 87S0 , �: .- ROt�Jti)' OF !bR :I' DG �: Nt; AT P :INS S --- 9 DTM VIORI/Z , E;RG , 1'0 E{f� G , M�'�IN rj°AN :: 2,3) FT , 11. , 813 IN , 1' I N;3 :.y- 0 , ::Sr/5 L� 0 , lam"� DR I: LI._ i' ATTE R N TOP 3L 6G - SSL DR ILL FATTER N BTM 41... -' :.,i 3L I t;/`IMDER o, t q IN , CAMBER PLATE: = 0 , c9l o IN BTM PA N'I-'-L'3' 9@ 2 (v , cF89f;9 1@ 222 . 0 0030 i BTM LEFT EN1) — 13 , `::, S PIN TO PIN ' F'T . o,cli. IN . DTM RIGHT END — '7 , 17 BTM C,I"IL)tZ D i itI...C>31. f tR E D 1 2 X 4 ." -10 0 .F .. 2.. , 0E C,1.10RI) L..►_NG-T1'•1 -_ 423 FT . 9 . 63 IN . � f T(:', 0 - 6 . 0 1. -11 2 . 9 6 S . 9 t3 S . 9 1. 0 . .. i. 1. , 9 13 7 115 - '32 . 9 17- 0 . 9 19 '- 11 , 9 '4'.2-- 2 . 9 2 4 •• 5 . 9 4 4 11 . 4 B C; = 0 -- 7 . 1. 4 '.3 1 4•'- 0 . 1 6 --- i i. . 1 r ... 4 , 1 1. :a , 1 13.... 0 . 1 1 °:1.... 11 , 1 1. 1':3.. 4 . 1 4 0 . 1 22%4 0 1 4 3-- 9 6 � t 4.'103 -- 9223 MATC:1-4 .I i 2 C. C_2 �c" F1 AR �'�I...L. _L T'�F} Ir" W '� w J' '��4 I) I"� '1"H C-2 , 00 I I7'T . T1.1I{E READ/ •:T0 :1: '�:i T 1 . 0 0 () 19:-•: 35 , a9 1 , 0 0 0 i '(3:= C3 . FaS 1 . 00016:-- 4 . �'•'.6 � 1 NMBR DIA , •GA , I"10LL5 LL.NGTI'I TOTAL NMBIR DIA . (:yA , 1'•1t:)LC.:u Li: NGTH 1 1 , 000 1. 6 L~--L_ 24 , '-:)46 1 1 1 , 00019 ca....L 44 , 546 1 1 1 , 0 0 01. 03 L....L 24 . 546 1 1 1 , 00019 L-'-L 224 . 546 1. 1 , 00019 1---L 90-4 . 546 2 i. . 0 0 0113 L'.-L �4 , 546 4 1 1 , 0 0 01.9 S'--'L 1-24 . 546 1 1 1 , 0 0 015 L--L 22 . 196 1 � ii 1 , 00019 S• S ?4 . 546 11 i 1 , 00016 L--L 22 . 539 1 j dy UJ, t•I Z C.? u 2 O J D5A:E ] la— SHT. _L_OF±L.J ff 1, 1 IF THIS DOCUMENT IS LESS " , � , , � ,� �' �i IL.,I, !-�, i 1 � � I � { � , l , � llll , 1rl 111 III III III III Til III III III 11 ! IIh' III III IIf _i�rl i III 111 T� 1 III r� I 111 III 1 " Ih11f 1 1111111 111 III 11111 I' I I ! I i I I ! i I ! I l ! 1 1 I OCTOBER ' 2 6 1D9 1 � 4 5 6 7 � 9 � 14 11, 1r ,. LEGIBLE THAN THIS NOTATION , IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT . -- --- --- - £ Z TZ OZ 6X 8I LT -�T SI fiI £ T Zi iT T 6 L 9 Si £ Z T3I��w II IIII III III) I III I'' I I IIII�IIII illl�llll IIIIIIII! Iill�llll Illl�lill Ifilllill Illl�llli l ' . I ( I I � ►III Ilii ! ( I ( (IIII I 1. I�, I lil�llll I IIII�IIII IIII I I I l �lll Illl�llll IIII�I I Illl llil lllllllLllllllil II III lI llllllllllllllll lI, IIIIIII .l1! lli IIIlIIII 1111. Illui : f r SeR 1 J 023 TYPE W i _ { � ��F LOAD - :t �� . Dr:��;... , � R��r- Ir�� LCN(sT1� ( IN , - 323 , 62�.� a 2100 TOP & 2400 STM LI1J�. ._. )0 , 000 = a , 4aa �S _. L.% 309 1)I:wPT1.1 ( 1 �T , ) --. ��2 0000 DEAD 20 , 000 = 0 , 16010 Lr'209")1 _ O/C ( IN , ) = 16 , 0000 c' LATE/ 1: N , =0 , 00037605 PANT -• 20 , 000 = 0 , 16010 •= L/ 220 ? ;1. � U Z L L #-DL = 70 , 000 -� 0 , r6035 -- L <3 vi + T M PANEL PLATE CC)Rt DTM r2 L/ 44 �TCTAL rU , lUO Tw � I''.7 , 0 0 U 0 -- 0 , 0102 1216 , 9898 J. , 50 D . L . CAMBER - 30 . 000 0 , 24 L/ 1. . �i?C3 :D w U 4 Z 4--83- 023 TYPE WPSF LOAD = :1 N , DEFL , = RATT0 °C � + LENGTH ( IN . ) _ mil, , 6250 2100 TOP & DTM LIVE = 50 , 000 = 0 , 129S5 = L/ 1072 Ln J DEPTIA ( I. N , ) = 22 . 0000 DEAD =- 20 , 000 - __ O ; 0 , 051 2 L..i 4180 r � O/C ( IN , ) = 24 , 0000 PL.ATE/ IN , = 0 , 0 q0 376 0 !J- PART _ 20 , 000 = 0 , 05102 L/41 @0 O - O a L.L. �-DL ::- 70 , 000 = 0 , i8i3? = L/' I19 4 � B 1'i"i ►PANEL _ PLATE x CClf� {�t , E;"1'�i T0TAL - 90 . 000 0 , z O ? , 0000 - tl , G :�. t) 26 , 9898 A.T.C r.. { _ 3 �- L/ 9 !..! :C �!G .�`�M T 1 I�c 0 , 1 i -• L/2 013 w w _8 3- 02"3 TYPE W3 PSF LOAD = IN . S N . D{:::FL , = L' AT T 0 LENGTH IN . _ 239 , 0000 2100 TOP & BTM LIVE = 50 , UU (l 0 , i `� U97 = L/ 1 G`.�a2 t , DEPTH ( IN , ) _ 2 0000 _ : IyIwAD -•• 20 , Uaq �- 0 , 07639 0/C t :I: N , ) (24 , 0000 PLATE/IN , = 0 . 0003760S PART = 20 . 000 r 0 , 07639 = L/ ;fit 9 L/3 i. �'� � s LL+DL =- 70 . 000 = 0 , 26736 = L/ 394 BTM PANEL PLATE CORR , DTM TOTAL 27 , 0000 - 0 , 0102 _ 26 . 9898 µ 0 , 13 MATCHING t.A!"fE�k.R .... ._ , .... L/ �. wE Y I 4--83- 023 TYPE W7 PSF LOAD IN , DE :-L , = RAT10 L L N G T H ( :l' N , ) _ 3l i '? , 3 7 it ;' :i. a tl "T G P & 2400 BT M LIVE --• DEPTH ( IN . ) = SO , 000 = 0 , 3 C� i C w L/ 0*.:i'7 t:: 2 , 0 0 a 0 DEAD = 4: 0 , 000 q , i a28:' = L/" 1) 92 O/C ( IN , ) = 16 . 0000 PLATE/ IN , = 0 , 0083760 s PART a , 000 = aa = a , i S�37 = L/2092 2 BTM IaAN ` L PLATE CORR . l{ T � LL+DL = 70 , 000 = U . S35g6 = L/ S 9 G TOTAL = 90 , 000 = 0 . 69 w L/ 46' , �..�• 1 7 , 0000 .... 0 , 0102 1....6 , 9098 MATCHING CAMBER = 2 � I I , II I TYPE....W03� .., ,... �:� f' S 17 L t7,A D =T �! , D►��:F�.. , -- i�� AT 10 � I L1:::f~�GT{ ! :C �! , > a .:� , C7 : a i 0 0 TOF' 11 B-T'M 1... IVE _ S0 , C ; 0 0 , 32910 32910 _ � �2 DL•.P T NI ( . N , ) 110 0 0 ,-, _ !-i �.. _ I DEAD ,:: �.� , f� 0a 0 , t3168 L/ "'3i1t.3 � O/C C ( IN , ) 16 , 0000 PLATE/IN , = 0 . 0003760 '.3 PART = 20 , 000 -•- 0 , i3ibr''3. = L/ 23 LL )-DL = '7 a 000 -- 0 , 4 6 0 C)'0 - �. S DTM PANEL EL .... PLAT00 E- - C0RR , E' T M TOTAL = 90 . 000 = a , S9 - L '.:yi 7 , 0000 - 0 , a 1aL':-': X6 , `7890 MATCHING CAMBER = 0 , 21 , L/ 1. 5 ) d ~~83- 02:3 'TYPE W9 PSF LOAD =I1'J . DE�F- L , = LrATTO i LI-:NGTH I N , 2287 , 87�:� 0 X10 0 TOP & 2 400 DTII LIVE = 50 , 000 = 0 , 3t468 - L/ 9t DEPTH ( IN . 22 , 0000 DEAD = 20 . 000 = 0 . 12S37 = L/2287 ' �t O/C ( IN , > _ 120 , 0000 PLATE/ IN , =0 , 000376053 PAR T = 20 , 000 = 0 , 12SC37 = L/2:_'01 LL+DL = 70 . 000 = 0 , 44055 = L/ 6'::)::> BTM, PANEL PLATE = CORR. DTM 'TOTAL = 90 . 000 = 0 , S7 U 7 , 0 0 0 U - 0 , 0 1022 26 , 9098 MATC11 I NCS CAMBER = = 0 . 19 L 113 15 � o i CC J DATE 1 SH T. .L�Or= � EI 6IZ 8 Z LZ I9Z.,., Z firZ EZ� IZI I TZ UZ I 6i I I 8I I II I LI TI 9 T i Il � TI II � i ET �ZT�l I i TllT I l Jill I l1IF THIS DOCUMENT IS LESS IlILEGIBLE THAN THIS NOTATION , I IIiI6l � ! (1 1 rT r 1 ' OR 2IT IS DUE TO THE QUALITY OF _ I4 9 11. 129%9%3 1® THE ORIGINAL DOCUMENT . L 9� - � ' IIIII IIII Ilii IIII 1011 IIII Ilii IIIIIIII IIII Illlllli IIII IIII IIII ili1111111111111 IIIIIII) IIII IIII 1111111! IIII IIII IIII IIII IIII ' I Illli III III �II I IIli�llll I ,I ! I II I�I111111Ifllllllll�lllllli . . 111111 IIIIIiIII IIIIIIIiI l i Ili IIIIIIIII 1111111II III 1 r 4--83- 023 TYPE W4 PSF LOAD = IN , DEFL , = RATIO LENGTH ( IN , ) = 279 , 6250 2400 TOP 6 2850 BTM LIVE = 50 , 000 = 0 , 25'743 = L/ 940 12D ,,; DEPTH ( IN , ) = 22 , 0000 DEAD _ 20 , 000 = 0 , 11897 = L/2350 O/C ( IN . ) = 24 , 0000 PLATE/IN . = 0 , 00037431 PART = 20 , 000 = 0 . it897 = L/2350 LLtDL = 70 , 000 = 0 , 41640 = L/ 672 H'T'M PANEL PLATE = CORR . I{T'MTOTAL = 90 , U00 = 0 , 54 = L/ S22 .: , 0000 - 0 , 0101 �- 26 , 985'9 i , SU D . L , CpMBER = 30 , 000 = 0 , 1 £3 = L/ i56'7 4 -83- 023 TYPE W5 PSF LOAD = IN , DEFL . = RATIO LENGTH ( IN . ) = 261 , 0000 2400 TOP & - BTM LIVE = '30 , 000 0 , 24342 = L/ 1072DEPTH ( .I: N , ) = 22 , 0000 DEAD = 20 . 000 = 0 , 09737 = L/2681 O/C ( IN , ) = 24 , 0000 PLATE/IN , =0 . 00037431 PART = 20 , 000 = 0 , 0973'7 = L/2631 O w LL + DL = 70 , 000 = 0 , 34079 = L/ 766 < B•TM PANEL - PLATE = CORR , DTM TOTAL = 90 , 000 = 0 , 44 = L/ `96 z a 27 , 0000 - 0 . 0i01 26 , 9899 MATCHING CAMBER = = 0 , 16 = L/ 1679 � d n 4--83--023 TYPE W6 PSF LOAD =IN , DET-L , = RATIO + i LENGTH ( IN , ) = 219 , 0000 2100 TOP & DTM LIVE = 50 , 000 = 0 , 53524 = L/ i619 DCPTIi ( .l:N , ) = 22 , 0000 DL.AD = 20 . 000 = 0 , 05450 = L/ 4043 O/C ( IN , ) = 24 . 0ou0 PLATE/ IN , =0 , 00037431 PAR ,r = 20 . 000 = 0 . 0''.3410 = L/4048 LL +I)L = 70 . 000 = 0 , 18934 = L/ 1157 BTM PANEL — PLATE _ ("ORR . BTM TOTAL. _ 90 . 000 = 0 . 24 = L/ 700 - 0000 0 , 0101 = 26 , 9899 MATCHING CAMBER = = U , ii = L/2001 I w� I ' I I � I I } I + z U I Z ¢a d J � } DATE LS 9- 3 HT0FA 1. 1675 9W 66TH AVENUE IF THIS DOCUMENT IS LES. rI I I II I I I I I I S I I II I 1 1 I II l I Il I l f l I I I I I�7I I I TPLI IT THAN THIS NOTATION , 2 6 I_ I I I l I l l I l l I l I I I Y R 26 193IT IS DUE TO THE QUALITY OF _ 1Q THE ORIGINAL DOCUMENT . No.36 Z 8Z � 9Z Z E Z TZ IIIIIIIII IIII IIII IIII IIID �llllllllll IIIIIIII IIII IIII IIII IIII Illllllllillll IIII IIII�IIII IIII IIII II II IIII�III�IIIII!I 8 L llll. sLZ ZI8 IIIII IIOIIIII IIIIII II IILT111111:111111161 1Ims ,I IIINII 6 � VESTERN WOOD STRUCTURES. INC, PPWECT�� DATE AWESTERN ,R� FDATE © - RN W�OU STRUCTURES. M� PRt3JEGT-- �I��p °94 O. PDX 1)0, TUALATIN. ORR. o7oii "�''""'" LUt;AT ION �______ SHT. �.... o, p, OOx Asa. TNALATIN, oRt. s7os: °'""""" LOCATIONT. JOB NO.-- OI--- mrmmmmmmm� F JOB NO. FL02L WESTERN WOOD STkUC rllkES INC. COMPUTER SYSTEM WESTERN WOOD STRUCTURES INC . COMPUTER SYSTEM COOPER CONSULTANTS CORPORATE OFFICE COOPER CONSULTANTS CORPORATE OFFICE PORTLAND OREGONCOOPER OREGON Job No. 831146 Joh No. 831146 9/23/'83 9/23/83 Checking a 20 in . STRIJOIST for : Checking a 20 in . STRIJOIST for : SIMPLE SPAN WITH UNIFORMLY DISTRIBUTED LOADING �ft . SPACING= ib ins . GIVEN : SF•Ah�= 2'' SIMPLE SPAM WITH UNIFOkNLY DISTRIBUTED LOADING GIVtN : SPAN= 13 . 25 ft . SF'ACING� 24 ins . D . L . = 40 p 5f . , 53 plf . L . L . = SO psf . , bc� . 7 plf . D. L . = 4Q psf . , 80 plf .f . s_. L . = 50 sf . , 100 if . Total = 124 . 3 Dli r P P plf , ation factor= 1 Total = 184 . 3 plf . Duration factor= 1 L . L . Deflection based or. SPAN-/360 . Total = Deflection based on SF'At+1360 . This ,joist has. been checked for 2000 lbs . CONCENTRATED load . This ,.jo + st has been checked for 2000 lbs. CONCENTRATED 1 Check BENDJNG : load . Check BENDING : Allowat� � e= 4515 X 1 . 00= 9515. 00 Actual = 9350 . 45ft - lbs. 98% stressed . Allowable= 9515 X 1 . 00= 9515 . 00 Actual = 7148 . 9 - Check SHEAR ; 8 ft lbs . 75/ stressed Allowable= 2350 X 1 . Check SMEAR : 00= 2 350. UO Actual = 1462 . 69ft -lbs. 62/. stressed . Allowable= 2350 X 1 . 00= 2350. 00 Actual = 1665 . 53ft - lbs . 71 % stressed Check DEFLECTION : I /d= 13 . 2 Factor F= 1 . 31 Check DEFLECTION : 1 /d= 7. 95 Factor F= 1 . 5 Allowable SPAN/7. 60=- A477 $ ne , Actual _ 0. 31 ins . or 42% stressed . Allowable SPAN/360= 0. 44 ins . ActL:al= 0. 07 ins . or 16% stressed . Check inq a 20 in . STRI TOIST for : SIMP.-E SPAN WI1H UNIFORMLY DISTRIBUTED LOADING GIVEN : SPAN= 18 f t . SPACING= 16 ?. � n s . D . L . = 40 Psf . , 63 plf . L . L . = 50 psf . , 66 . 7 plf . f Total = 1. 24 . 3 plf . Duration factor= 1 L . L . Deflection based on SPAN/360 . This joist has been checked for 2000 lbs . CONCENTRATED load . Check BENDING : Allowable= 9515 X 1 . 00= 9515. 00 Actual= 71 :32. 12f t -lbs. 75% stressed , Check SHEAR : Allowable= .21350 X 1 . 00= 235a. 00 Actual = 1316 . 10ft -lbs . 56% stressed .; Check DEFLECTION : • 1 /d= 10 . 8 Factor F= 1 . 45 . Allowable SPA(4/360= (1 . 60 ins . Actual = 0. 15 ins . or 26% stressed . R Checking a 20 in . STRIJOIST for : SIMPLE SPAN WITH UNIFORMLY DISTRIBUTED, LOADING G 11)EN : SPAN= 17 f t . SPACING= 24 ins . D. L ., = 40 psf . , 80 plf . L . L . = 50 psf . , 100 plf . Total= 184 . 3 plf . Duration factor= 1 L. L. Deflection based on SPAN/360. This joist has been checked fo^ 2000 lbs . CONCENTRATED load . Check BENDING : Allowable= 9515 X 1 . 00= 9515 . 00 Actual = 9843 . 53f t - lbs . 103% stressed . Check SHEAR : Allowable= 2350 X 1 . 00= 2350. 00 Actual = 1901 . 19ft -1bs . 81 % stressed . Check DEFLECTION : 1/d= 10, 2 Factor F= 1 . 49 Allowable SPAN/360= 0. 57 ins. Actual = 0. 19 ins, or 33% stressed . .. .. 5 :..1 1..}!..} :...1 {..) 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