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I N_ W Nf L f NIU ��e � � MERIDIAN M BLVD— RD t CUTOFF `, f NEW �OWFi(L _ ► I ` R- t 0 Q rt H R-12 iDU OLIO AO P' } r O 1 VE�Q�'{ I/f�1'rN w I I ` W it cv I I rod Q i '"' t9ttu��� ( r t I !.G�I�J�./�y�I1J�o{ - .— _. �° on r-LL•C�i�'1 U.:� �'/;J LT '1 t+ae-G1.1011 tr ��iF. amm _j� � ; ® 4 +r' i :i 0%.✓irJ%� '/Ezi'�• UU tfi► �I,I.n U4Artt I,J(_ ' O O nto 0 1-- 1 I l�► J N Il,,.�r� /.�-4ra I I'�tr �jtalCGc U>►�I��lJ►1 1iG'.�f a r-�.IKT, E,l i I �,C.Mc>�rj I 1�1, � � �:, - b.•� .# �•I �GO►J(JIr01IFl�' �:nIIG�T(D11=-' .v I 1 I \ . ,'�+ \ I �/'Y;-r-r•..r+.-r_r.t'.� ' r 1r-•-,- -__. ._ _ � L� d� I 4: 0 O CO U. Q I Q 02 I c� 10 CqC�7 1# n CHIP Le Tr' r �►� f��I lvrr''-tv►z�' � SHEtt .ws NO. '149 it F-leo } .. u r nnrn•• t �Gh�A('I1' jU DRAWN S N K�7iG4- x. . ..y_ GEG I , �Xlyri�.l�o I DATE �r scv es- Fly: SREVI810NO G L— �1��:-� •�-�-�ti-r'i oil 16:yt tiW 95"' .•:. .; : ,;',�,_, . I{ MET OF t k,. fir,, !"'� .,._....,... ...__,.........._.-..._.__.- ----------,.._.__._ _.. _ __. ._ • I I III 6 7 I I I i .mr.urna I cm { I �1�; illl .I.1 III1 II I � �.,,, , il�llll III�1111 Il�llllllillllill l� ..LEGIBILITY STRIP O 1 2 3 4 5 8 9 10 1 1 12 13 Id IB II7 f II8 19 20 21 22 23 214 11215 218 217 218 29 30 Iomm.1 Cm Z I t l OI b -DNI .11lOe is ' ' {1�1J�1� �Jil�.liJ�1��Wa� : 1aJ.�il. llt1�1i11111�J� J_�J.1.11111�J,iJ.I.a.I�J.ila.1.11.�1!.lallJaual�lal�JI1J ►� �l °Oz d • '�Mf41Mr 2 , w .„,.. «»� «.....�� $owl01401”, _ .. .... i'. ...r...- • .._ .. . ✓ •r�^qP .�1 'M+.�,.q."�WnIXX"{i�l .. ..:r.. .. ...,i. .. ' •.nl. ,., :"..- .....,. .. 1'+"C T T[* .P i•.r. Cw+�. 11 , � ....7.T��J--'-�: (:-9--'7�. . Or I��PiMIfIM^Y.J...wr .. - .. .. ... ... y W I" Y I' r;p \ 1 �1 FINI&4ED GRADE._' , � _ ----- - - � i r STA' Or nfz oN/1 2?vim F_ie,oTPEwcJJELD I - w/'riS1 {� �_A19 - GOt �cao FOR BELOW GRADE - JNEC IONS o-.. - -- c►--- ... _ _.._ -- --o- -- _ - - - o-- ,p.—_ EQUIPMENT 0*4E:_TER FLOOR AND UJ•aL_ • 2 TINNEG 50";*J 3 1 F T;E DOWN----__ o o I t BR:+CICFT - _ •b° o f 8'-C�" GAL im GOPPEFR or 02ard or, GOMP.ICTED-,, � ' -�n4" o E/.P. _ ROD CTYpIGA:.) M//Y�r - �3�rdn�r. Ino. I 3/4" - D ROCK �_ - ANCHOR C A- !p'-p" O MAX FI LG PL..GED 0 0 �• I � •'� •6�O G � A •n 2" O = • 4 n(� fill � I CIL •.j� _ �" � �'i-R.� RSJGr� 1 0 GRUSED e I _ s ROCK COMPACTED (n O U) DENS!Ty C4 co) • 3 H A- !8" O.G. - Q 6,6 COtiCRETE (� N N •:) • 5'a CON?. I BASE AND 0 " Lr 3D" � EY>r �:..J Z � / < t T'"P. PLACES) GALV. L,'RE ROPE Z m EXISTING 100 FT. I W N W/ TURNBLC<_F ' cc N TCMP I ��� E:CPANDED h''ETAL 0 m Q Z . / I SI I �\ �:'"E S•;:PPLIED CC O E3RiDCsE \, j ` ``I J M O D co 1 - -- - 6-6--61 aWH -- — — t O _.- -- -- FY;3TITvCs FENCE __-- -. ._ ._.. � _ \ (�f _2" o GALV. BTL. z �I \ Z_e - PIPE �, � ► , u r I COMPACTED � ' A4" - 0 ROCK ca(� F'N18NED GRADE I TY- U" kT_ x -x z Y Y , x X X X YA STRUCTURAL NOTZS 1 . THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALI. ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED SY THE CONTRACT DOCUMENTS. SHOULD AJJY QUESTION ARISE ,GARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR RODS Ar -� I I '0 SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BErORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SEE � II - � -tD' P GOtvG ~�;. r TSIGNIFY THAT THE CONTRACTOR HAS TOTALLY REVIEW• D AND FAMILIARIZED ExIST;NG �ARKI^{G f HIMSELF WITH ALI, ASPECTS OF THE PROJECT AND HAS COMPLETELu COMPREHENSION THEREOF. ALL PHASES OF THE WORK SHALL CONFORM TO THESTATE OF OREGON 1993 STRUCTUP.AL SPECIALTY CODE BASED ON THE 1991 z z UU UNIFORM BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR �,©11CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. ;tc z 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT 4C) Lu INDICATE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. THE QD CC"iE(1, PFtEC:.ST GOtiGRETE _. j I 3 � � I DI CONTRACTOR SHALL PROVIDE ALL METHODS AND RELATED EQUIPMENT NECESSARY rp'� (�EQUIPMENT SNE ER ` I - — --- TO PROTECT THE STR:JCTURE, WORKMEN ANUOTHER PERSONS AND PROPERTYDURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE,ENGAGE PROPERLY ' NLIFIED PER NS TO ETERM NE WHERE AND H W LC TEMPORARYPRECAU'. .GARYMEASURESOSHALL BE USED ANOINSPECTSAME ON -J OD THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL p C4co INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITHnSPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S NUJEXPENSE.3. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK AREICONCRETE 5_•%B INTENDED SOLELY FOR T'HE PROJECT SPECIFIED HEREIN. MILLER-GARDNER AT &HFE -ER DCOR INC. DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THL DESIGN, ADVICE AND INSTR7,:TIONS ATTENUANT THERETO ARE USED ONAN't PROJECT OR AT ANY LOCATIOPl OTHER THAN THE PROJECT AND LOCATION1SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE ARE NOT PARTOF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. 0 :,4. ('ONTRACTUR SHALL VERIFY SOIL CONDITIONS A'P THE FOOTINGS hVD EXISTING MAKE: ANY NECESSARY CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL ORuRA-'EL I I STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM O I CIACHMOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MAT' RIALS,BASIN ASTM 0698 (STANDARD PROCTOR) . ASSUMED SO�.L BEARING PRESSURE 1500 �I��I� POUNDS PER SQUARE FOOT (PSF) .5. CONCRETE SHALL BE 3000 POUNDS PER SQUARE INCH (PSI) MINIMUM (±28 DAYS. MIXING, PLACING AND CURING OF CONCRETE SHALI, BE INACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, A! I ?18-89 MAXIMUM SLUMP: FOOTINGS AND FOUNDATION -4' ; ALL OTHERS -3" . U a- �6. ALL RE1NE'URCTtJG STEEL (P.ESTL) TO BE DErOhMED BAR:i PF;R A"'I'MAF,15-90 GRADE 60. SET MAIN RESTL 3" FROM EARTH AND 2" FROM F'ORMEItNEW PO - SUPFACES. BAR LENGTHS DETAILED ARF, OUT TO OUT AND DO NOT INCLUDE R ~� lALL,)WANCE F'OR HOOKS OR BENDS. PROVIDE 2'-R" X 2'-64 RESTL OF' SAME.SIZE: AND SPACING AS HORIZONTAL FOR ALL CORNERS. JOe Nu. 7. ALL STRUCTURAL ANT) MISCELLANEOUS STEEL TO SE ASTM A36-90c. 1EXISTING LP0ERGRCXND EXISTING UT'LIT'r ALLnBOLTS TJ BE ASTM A325-90 WITH MATCHING NUTS. ALL STRUrnTURAL "V4��ILITIES EASEMENT STEEL SHALL HAVE ONE CO"T OF PRIMER, EXCEPT SURFACPS TO BE EtfBEDD6D _. .. .,- _....._ _ _. _. _ . _..» .-. ._ _._ __ ._.. -.. _ .-._. ___ .. . __ _- ..- -.- -- -- . - - -- - _ __ . - -. - _ _.. -_ ..--- - _ -- --- _- - .- - _ - r _-_• -- -- -._ .-- -- -- - -_ -- -. _._ -- -.- _ IN CONCRETE OR MASONT EMB EL SUP ,'ACES SHALL BE FREE. OF DRAWN CHECKED _ CONTAMINANTS. ALI- EXPOSED STRUCTURAL ST'�EL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY OWNEP,. ALL STRUCTURAL STEEL PIPE '��' ;HALL BE ASTM A53-90d, GRADE B, TYPE E OR S, Fy , 35000 PSI . I 8. SPECIAI. INSPECTION IS REQUIRED IN AC70ROANCE WITH UBC SECTION DATE 306 ON THE FOLLOWING ITEMS: /���� - REINFORCING STEEL PLACEMENT AEVOON8 PARTIAL 51TE FLAN THE CONTRACTOR SHALL PRAVIDE St1FE'ICI[iNT NOTICE TO ALI,Ot+T SCHEDULING .4' _ ©'' OF SPECIAL INSPECTION. IT IS THE ONNERS RESPONSIBILITY TO PROVIDE SPECIAL INSPECTION BY A QUALIFIED THIRD PARTY, SUCH AS A TESTING ELEG�?IGAL GROUNDING AGENCY REVIEWED BY THE ENGINEER. (I� S"ELTP-R HALO GROUND EAC44 GOR'rFR OF 04-'F,_-ER SHEET CN' RS'"AVI NT![: 5NELTER "E-ER 13ASE GROUTtD G� I,(l o „t 11 50EL-ER BUO BAR i� � 1 _...--tl�r.., ,.,,.:.,.•.r.rrrrr■r,■r+.+,+�wu�.�a..::,,... .... ;w:.:.nA+IiI�M .. _....__... _. .�.�._�.- �' wGiiAYiETa cam... ., cm 'I '� 'I � 'il !�I'I!�I' � 'I lilll 1111111 Illlli illll IIII�IIII IIIIIIIII IIIIIIIII IIIII1111 ilitli ill1� � I�IIII IIIIIIIII !1111 II IIIIIIIII IIIIIIIII illllllll IIIIIIIII LEGIBILITY STRIP o d 5 6 7 e 9 10 1 1 12 !3 1l1 LIE Ih Ile Ila alo all 22 213 ala 2l5 Ole 217 alpl 219 30 somm■I cm 01 IA ��L1.t111�1>�� LIJ�l1l1�.1��1�111111Ja11a>1��,�1.Lh�1.tJ.�.h.l�.lal�I�LIIIIILIIIi(i.lel,l�al, tJtIIIIIIIIIL.L�LIJ_ >.�I�IJLI_I_LILIL�.L111�11�LLIILIIILIILIiIIi.LIL.IJLIIIiI�III_ILIi. i ��NI s ,Oz 1..11 I I�J•I.I I I I� •.. . i ... i .,• .:.-• .. ::.-.' '..F:...... . - .... .-..r- .. .. wry+w n yr•N.q- YMMMM.MM'-4- 1wIW - :. tn..i'... ...... --... ....., wM�••�•"p.wWT'�MrMIw ' .•l.rN"NkIMM-.•n...i..•r1Yiw- ...• .. ..... -...,. ...�., ilk �^ •�� ..1.1 - tl a�. '7 SECTOR ANTENNAS - COPYRIGHT 1802 3 1 ARINor - Gardner. Mo. —71O `f/ • 1 ( N M -�� STA51L.IZER BAR H v- '; ao a6 14 V WaftMX 0LL LL � � z o > r CD ' i W ~ m o J �► �, TOW-K _ECsS 1 l 00 UJ ~Ir U 0)c=na C1 l= ' AT TO 7 O UJE IR E L E u 4 T 10N ELEV970N c� co Ul 1 > c TOWED' . ca / \� `�' t p \ `.' " anal TOP PAT TO 70WER CONNECTION TOP =---Vr_ �o 0 0 0 y `, TOWER .EGs\ rr � l / /ice •/ .�' s , LLA o o / • - . u �o\ �- TOWER L1=G 0 - .�_Q -- ~`-c _�___ .o-__ � _.(.,� � � ��, � �.�R�!caL �ua�Y�Gu�oE cu�!oNs \'• \ �� �. '� � TOWER L.EG ~— TOWER LEG CLA—PS -4- 6'-C' O.C. ` U TOWER LEG - JOB No. c SECTOR aNTENNA6--'-'- DRA WN CHECKEq P R. A 7OF �-4,w T �T J 70LUE R CONNECTION UJA AEG-cls i D E . CONNECTION I C H, I , FL--4r_� DATE 4/8/93 :!,2v 1,.op REVISIONS SHEET OF i Cm LEGIBILITY STRIP o 2 3 4 5 6ly 10 11 12 13 la Ila II7 Is IIs 20 2I! 22 23 2l4 25 zs 217 26 219 30 Z I I I OIHONI ev>oz 4 � I . 1I.1 I, 11 � aa�.l.��b �l.>,.l�.ljJ.11Top �z ...-._."ll�^Rm::...,.'�R.IT'��+T![90. ........mMR^'..T°�• ..__....�'..ivt..n �. _ ... � ... -.. - ���{y� Y,. _ , r'!'}"M.!_y':r9'""'}f/F,'X"v,4+w ... .. � ". ....1. ..., f i mF{_„ 9 c a Lj (n 3 V) 1 0 w arl vIH[ all 111tisiiiess I? o Z z a New Building Addition City Of Tigard, Oregon Q n u c 5� v G Property Add �295sw85T�V ; Project Notes ADA General Notes L Project to consist of a Sin le Stor re-en ineered metal 1 . All doorwa 5 in accessible 5 acos Shall have S2 " clear o enin ��ith W a 16285 S� � � g y p 9 y p p g a Tigard, C �o bu i Id ing addition 45 '-O " long x 68 '-O " wide with a 12 '-0cave . door open qO coerces . Door hardware Shall be shaped for easy Q of h _- Roof slope is t : 12 . grasping with are hand, mounted n cher than 48 A.F .F . N Property Owner 2 . Structural drawings and calculations for the pre-cro,. eercd A - Fire doors Shall have minimum opening force allowable . I metal building are not available at this time . They w l bo B - Exterior doors - II Ibf . (foot pounds) Jar a Brent Biricemcire Submitted at a later date, prior to the issuing of the OL)ildire G - Interior swin doors, 5lidir�� doors, or foiling doors to be &2q5 SW 85th Street ermit . g g Ti ard, OR G722� p operable with a force less than or equal to 5 Ibf . (foot pounds) g 3. Structure will be heated for freeze protection only . ,�IaII 2 . No object shall protrude, more than 4 ', at any and al accessible walks, U co and roof insulation shall be rovided as indicated or, the p N p hal Is, corridors, passageways from 27 " A.F .F . to 80 " A.F .F . Z I General Contractor drawin 5 . g � . Requ rid accessible passage ways shall be 56 " minimum for continuous cn 4. Mechanical and electrical contractors must obtain their ownW o 00 Eng ineered Structures, i trove i and 52 at any given point (ie : door way) . Where grave I of 2 approved plans prior to the n5ta I lotion of any equipment. M M J 760 SW Hunziker Suite #i0 �, wh1ee1 chars is necessary, &0 clear �5 required . mQ w Ti ard, Ore on g722� 5 Exit signs with „wo separate Sources of power sha oe 4. Handsi15 and grab bars per ADA ShaII be 1 I /4'' to 1 1 /2 " in diameter X g g located above each exterior door in accordance w ,h the 0 cv E ' _ with 1 1 /2 " clear between rail and wa ! i surface . 0 �- Phone : 503 g&8 - 118 City of Tigard Egress Lighting Program . _ � Fax : 503-q68-&&�q 5 . F lush contro 15 for water closets and ur Ana Is shall I I be operable w nth �°"�� 6 . Fire Extinguishers Shall be provided by occupant, to oe �"" � �° contact : John Boutinen sized in accordance with NFPA No . 10 . Maximum trove one hand or automatic controls . Hand operated controls shall be C� co .- vwar�,-cd with a force not to exceed 5 Ibf . 0 Y Structural Engineer of Record distance to extinguishers Shall not exceed 75 feet . 6 . FGUcct Gontro I s Shall be ! over operated, push type, touch type, and/or C; electronically controlled mechanisms . Self closing valves shall remain W = LEWIS & Gary J. Lewis ! Site Information open for 10 seconds • Foot controlled f aucet5 are prohibited. z o ;._.eW15 4 van vleet 7 . Paper dispensers that control deliver, or tra� do not permit continuos CD a 18660 SA BOores Ferry Rocs I . Total area of site is 28,125 S .F . Flow are prohibited z Tualatin, Oregon, g7062 2 . Coverage of the site 115 as follows : 8 . N rrar5 for use by both ambulatory peoolo ana wheel chair users shall W Phone : Total building area . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . ... . . 5,125 s .F . 8% be mounted with bottom ref iective edge 40 '' A.F .F . and 74'' high at its VAN VLF_ET Fax : 505-885- 1206 Existing building footprint 2,065 S .F . top most edge . --- -- Proposed addition footprint x,060 5 .F . o q . J�later closets shall be mounted so ��m, of seat is 17 " - Ig " A.F .F . SeatsF � '"-�O1J� Civil Engineer of Record Tota I paved area . . . . ... . . . .. . . . . . . . . . ... . . . ... . . . .. ... . .. . 15,65-1 S .F . 4g/o Shall rot be sprung to return to lifted position . Grab bars shall beJ do Ex iSt in awed area g 085 s .f . N LEWIS & Kimberly S. McMi I lar g p mounted S3 " - S6 " A.F.F . Lewis � Van Vleet Additional paved area 4,574 s .f . o Lavator'G-5 shall be mounted with the rim or counter surface no higher �'�.� Q� Landscape Area . a,S43 S .F . 3io than �4" A.F .F . Provide a clear Space of 2q '' from F.F. to bottom of '��3 . G�� 186&O SW 3oone5 Ferry Roaa i • .. . ... . . . . .. . . .. . . . . . . . . . . .. . . . .. .. . . . p Tualatin, Ore on, 870&2 3 • Site i5 zoned Gity of Tigard ' I -P' sink or counter . Hot water and drain i es shall be rotected a ainst g 4. Tax lot number 1104 p p p g Phone : 50�-885-8&05 contact . No sharp or abrasive surfaces are permitted below - ---- -- --__--=- Fax : 50��-885- 1206 5 • Map No . 25114 A0 VAN VLEFT lavotcrie5 . Each lavatory shall be a maximum of & 1/2 '' deep . Pre-engineered Metal Building Supplier I OL Parking Requirements But ler Manufacturing Company I Parking 5100C,e51 Shall be provided a5 f o I lows : F.C . Box 15gO Standard parking spaces . .. ... . . . . ... . . ... . . .... 25 Visaiia, Co I iForn icy g52a I Compact parking Spaces ......... . . .... . . ... . .. . .. ..2 O � � O App. Accessable parking spaces ... . . .. . . . .2 O Index of Sheets Toto I arking Spaces . . .. . . . . .. . . . . .. . . . ... . . . .. . . . ... 27 p p ARGHI TEGTURAL � � O A-0 Title Sheet Building Code Information O A- I Ex �st �ng Site Plan A-2 Site Dcve lopment Plan be 05 foI I ows : L]_ O Ua � _ A-5 Floor Plan Load ing to Roof snow load is 25 psf � 1� T A-4 Toilet Room Plan 5a5ic wind speed is 80 mph, exposure, � '� 4- X11 A-5 Elevations � � O A-6 in Se ism is zone in S Sui Id g Sections ction t e is ' II -N' 2 . Constru yp CIVIL pccuparcq slo5sificotion i5 group 'S' division 'I ' - I - f of bui Idin vwi I I be "Warehouse/Stora e " f low �e Gra���ng / Ute I qty Plan 4. rd use, g g o to moderateF-- G-2 Detail Sheet ® -Iozord materials as specified in section 511 . 1 SCAL[ Mi, 010. NTS 880105 5TRUGTURAL THESE DRAWINGS ARE THE PROPERTY OF ------ ENGINEERED STRUCTURES Inc. AND ARE c«ccKco -1 Foundation Plan 4 Details NOT TO BE USED OR REPRODUCED IN ANY ^..IH .I® MANNER, EXCEPT WITH THE PRIOR WRITTEN SKV 40 PERMISSION OF ENGINEERED STRUCTURES Inc. In �< �\1 A000, .. 111 Z 3 . ,., :: : .�IMMrarrrw d. +.. w► ►. LEGIBILITY STRIP _ 2 3 a s s 7 e 9 10 _i 1 12. .. .... 3 a 18 17 18 19 20 21 22 23 24 25 28 27 28 29 30 i Z I I I OI N0N1 • toe b oz 25Xk a gym.. U) 0 z I JOINT AGGE55 DRIVE - - I W I Q I -I x I IZA D ✓vALK N 1 _ I -EXISTING STREET UN Ix Z N � M 1 140 - 12EXISTIN;S 1 (� I A\DSGAPE I u,J O 00 'x AREA TYQ.-�� j 1 I :D � 0 =XiST ti0 rCNGC W x I I X o L, [K Iln r" Co > �- , �x EXISTING � IFI �' cn `I' - EX'5T. 5'-O" WIDE ' ' r (X ( O BU I LD I NC / Go'`iG. 51DEALK 1 ° �W 1-4 rn in X 065 � ^ ►n I N � , -- -- — LU L.L. C M > wInIx �) o < W N U1 I — Z ui o �.) I - -- ----- — - E x 5- NO I I U� v co IL ti I ix ASPI�ALzT ;Pw M AVING I .� -II I/2 , -., _ ________________•---__ -_ - _-_----__ _ . _____ ______ .__ ___ __ ___ _ _________ _ . -_--___ -------_ --_--_--_ - UTILITY EA5MENT _.. - 40'-II I/2" 2'-O" r_ i c • aO — EXI5T. 5'-0" ::] x EXISTIN � � L AVE,NID I�' GONG. SIDEWALK — — I MAILBO�C I o II I 1 I N V I ix I o I EX15T'NO I �d� Q- I A�pA`— I I �� IUTILITY EA5MENT IN FA ✓ NO 1 �� 1 � �Na • C. ix _ lY I / 0 ,t x X x x x X X x x x —jC - x X- - - - — - - -- ' 1 I I I I I 1 I I ---- � exlsT. -- ------------ I 1 (� F.H. 1 U LJ E x 15 tll I I i ----- -- - ------------------ ---------- -- ----------- Q= o– Lu � I, ---- -_------- �- 5'-0" UTILITY EA5MENT •_- - -- -- -- -- -- -- -- ---- -- - - -- --« 7X1571 \( 517E: FLAN SCALE: lu r)Arr THESE DRAWINGS ARE THE PROPERTY OF I "=IO' Q80-1o9 ENGINEERED STRUCTURES Inc. AND ARE r� cNrtEo NOT TO BE USED OR REPRODUCED IN ANY A,1H JB MANNER, EXCEPT WITH THE PRIOR WRITTt-N ;,r I No PERMISSION OF ENGINEERED STRUCTURES Inc. A_ w, 2 23 24 25 26 LEGIBILITY STRIP � = 6 � � � 10 1�1 112 1�3 I'a Ile 1�7 Ike il9 20 a'i 21 � 27 2e 29 30 4 I Q I HONI 0 I oz Z q I,J!ll.lJ J t w,l►.I lr' �1 tta J.J u l�.l��.a.�1 i 1 �1J 11 G,�JJ IJ 1�1J JLII .I I�,IJ �„� I,li.l l�l<.��1.4J1J�J,J� I�1 �,1.1.1,�1 1111 J.a O / y �I •w, l�•--moi •. •. . • ♦ , Z EXIST. 2 YD. CARD - - - - - - - - - --- 0 - - -- � BOAR � o C .JOINT AGOESS DRIVE _ LL CAN, a , - - - I OFFICE u Q 3 O Ex15TINv rCNGE LAPER v F— AGGE551 BLE $ ROJTC NO, I AC E 5 5,E3 L E N i o - - _ -- ,- _ _ S_aq°54 20 W 225 -O' ROUTE NO. 2 4 Yp. ry � U , x -'�'_', - ti -�__-- -- -- -- -- -- - - -- -- - -- - ,-- -- -- - — SOLID w r� FIRE I ✓N',A5TE " -- • .1 t R. F I E WALL -- -- - --- - I Co \�- -EX15- tiG 1 `� EW LANDS.:AAC ``�G- 0 G� AS HALT -- - EXISTIN 5'-O 1 CHAIN LINK FENCE _ AREA -''P �J P INC ° WIDE 51 CWALK WITH VINYL SLAT g r- T I I c_� c_--_- - r=-`-� 1 - I RE T 5 hEX45 NG CX15TINI5T E I TOWER--- I � I CURB I RASH er• , �n. , , \A-2 SCALE: /•- _ -o I • CV N LENGE —►SSW 5'-O . WILE I Co . O . GONG. 51DCYdALK , I N�� Ix O 00 �� PROPOSED (� • �- I I I rn Il\ i I' , I r� GRAIN LINK FENCE x x `v X u1 ADDITION r' T G, o V L SLATS p3 o .v ------------------- LAN.�SGAf�E I ✓�, �H INY /^ �' , �c AREA TY{ I _ -........- ` - ` � EXISTING ' • X Ix ' • _ BU I LD I NG I_ �,_ �X,'ST. 5'-O" I O , �n I t] V o ILL GONG. SIDEWALK _ 2 0(✓5 S I :•11 WIDE - I I DOJBGATE „_, .,,� 00 tiCW 4'-O l I 0 DE GATE --- -------------- M CSO ui;'` _ a�11 r3 GLC N II ' -✓r NGLO D ARK .� �� I In t 0 = o a�` I FRONT 17LEVAT1ON W �) SCALE: 114"=!'-O" w c z r� o - - - _ C a TIZAtH- �' �7- -;'� 7 _-t-7� - J- _IT CASM'~N , - - _--- . .� _ r ----- -- c(o N�L�SJfvE ! 1 I / j 40'-II I/2' - ti • l� _- Y C / / - F I 2 O Gt-IA I N LINK FENCE ' a �� /' �EXISTIN WITH VINYL SLATS ///�9ivGySIJ �lhALk { r� NEW I►2' WIpC I ' � � / . � / , , � ..— ___ I DOUTLE GATE " t�J c • •_ � -NEw �.. `X15TING �� I EXISTING NEA Ib' AIDC * ASPHALT ASPHALT LNCW A5 HALT ASPHALT DOU�LE GATE _ ____ - r- I _ IU v -• - -,n Q ---- -- - - PAVtNC- ,� ---- - -- -- - --- ---f'A_�L1NG - �� UT LITY EASMCNT---- ---- --�3--------,--„---- - 'AY1NG-------.. _-- ---- AVING - -- - — J Z P z I o a , t � do, —DOUBLE GATE X p I � �N3 • G i SIDE ELATION V , I SCALE: 1/4"=I'-O” W ('�'� ` NEW W j ; EXISTING 5TREET — ��' ---- - - ASP LT O CURB I iNG 7 --NEW 5'- WIDE CHAIN LINK FENCE I II - -- 7® j ; 5IDEWA K WITH VINYL 5LAT5 i- ;�_____ __ ----_____-._-_--____--__-__--_ C.EA • 5'-0UTILITY EASMENT y '�v1 '� •9, I Q I ♦ A ef. -A lin- _� _ _ -- -- -- ----- -- -- -- -- -- -- - - -- -- -- cfl E Ex, TIN 5 8q° 54'20'' W 25' I GAC � RELCGAT i5 G -ENGA5 SHOWN 0 I Q z - REA5� ELE\v/A710N- Lu SCALE 1/4"=I'-O" o L_ O TREE LEO END - SYMBOLS LEO END - -- - -_ E) 7 \/7LOF �� EN7 FLANNO. STATUS 51ZE DESCRIPTION ---_-- -_- - Q EXISTING TO RE-MAIN 8" HORSE CHESTNUT TREE _ L :—; SCALE: I"=10'-O _ EXISTING LANDSCAPE AREA EXISTING TO REMAIN 12" HORSE CHESTNUT TREE _ -- - -_-.tel EXISTING TO REMAIN 13" _ HOR5E CHESTNUT TREE NEW ASPHALT PAVING 1 1- PLANTING APPROVED STREET TREE —a- � V1 ,'• _`` . n __ --- --- --- - --- -- - _-- --- NEW CONCRETE SIDE WALK Q V V EXISTING TO BE_REMOVED T° !'INE TREE • EX.5TING TO BE REMOVED 8 PINE TREE _ - - x- _ HIGH CHAIN LINK FENCE w'F q/2a/qg _ NEW i'L_ANTING_ 3" APPROVED _STREET TREE l'L_ - - - - EXISTING TO BE REMOVED 8" PEAR TREE D!REGTION OF TRAF G - --___— _- -- - §ulr r , EXISTING TO REMAIN 28" DECIDUOUS TREE -- �"•••�•••••� AGGE55tBLE ROUTE THESE DRAWINGS ARE THE PROPERTY OF - O' gP0�o5 -- ENGINEERFL> STRUCTURES Inc. AND ARE oaMv►i ci+�i;lceo EX15TIN-0 TO REMAIN I-i" DEGIDl.10U5 TREE NOT TO BE USED OR REPRODUCED IN ANY AJ" �B �X15TIN0 TO REMAIN 21" FINE TREE MANNER, EXCEPT WITH THE PRIOR WRI>•TEN ��ET4 PERMISSION OF ENGINEEREDSTRUCTURESInc.—1 ��� EXISTING TO REMAIN Ib' DECIDUOUS TREE NEW PLANTING 1 3/4" APPROVED STREET TFLEE r LEGIBILITY STRIP _ 26 2 28 29 30 I ' oI oz 0 HOrli ti s r r d. I C� I 1 � � • I -G 40'-11 1/2it" 1--- -6 " - -- - EX15TING BUILDING 22'-6 - - ----- — - --- z o o � I � NORTH ELEVATION I w m t W l ^ALL OWNER'S n tiVAKF 1��it F=- `� r TOILET ROOM n-;__5: A' T '' 4+ L LGuVf k. 115cV O 4" STEEL STUDS 9 6" .- GE W .8 �y.Fr - p O.G. W/ 5/8 GYM SRD. xi t ON BOTH 5 DEQ 1 . 4" F.G. INS�)LAT,ON IN �- C) c� CAVITY, PROV'DE z c4 - imt �— DUST GAP OVER TOILET � m ROOM AND 'N5L-ATC °) co N FOYER IExrTIIJ W/ 6 ' F.O. BATT Q ao ti'ER OR PAR- ' ON WALL: 1 r - - - w ca '6" O.G. 1161 co G 5 8„ Gvc ;,R-. ✓N BOTH — —_ ----- D Tp UNI-SEC 11 ~ x _1 TOILETi 4 I Q o `9 117 I OFFICE 1 L102 OFFICE SQ) Co i. OFFICE 103 U) (n •.2 -O" - - 4 � f I Q (:6ai I ALCOVE Y cc f w rn -NEW �,'•'!� Y1- Cn AWNING � o �oVE w = � HALL GrJ ST"EI<L 1-w� t w a� ; -�- 1I O► I �Z PROPOSED � Q x ZOFFICE FOYERADD TION L106 w — 110jOFFICE WOMEN MEN l N III, I 107 108 j,�1 AA H ----- ._jI D �M!'FT�� Ul- cl`� t :4STM-E-84 CLA55A LEASE �._ I MECH. I z d SPACE VESTI N o 1181 IBULE p 112 N w 2 -4"x�'-O X ISI I WIi�( ,�JS U F- wNDOW w LAZIti GLt.At. I ' �!-fr7J 1, GIA S5 0 x 1� WITH i�ol- l..' 1"NAh1 -THt:)," Vv. I� :tF'=��. � IL! I /4L I`l M' ^✓ �'� I r�ii�' 'J� "T•G C ' �',! �.'' `lJ IT i ("jrG� 'l'': li: i t , �N3 • GE 7-1 FX ST ► NO E3UILDINO —NCA 2'-4"x"1'-O" - N Yr�tiDOW I I L STORAGE OFFICE n� 113j 114 U- - NEW 2'-4"x'1'-O" 11j) LAj 7 KNDOW I -il C - 4 SOUTH ELEVATION_ i A-5 NOTE: INTERIOR LAYOUT OF EXISTING BUILDING IS TO REMAIN UNCHANGED. —1 x s-,1ODIF'IGATIONS TO BE LIMITED TO �l ADDING THE WINDOWS AND AWNING A5 NO CD ON THE EAST SIDE. - BOO FLAN �- - - - ----------- SCALE: 4-1 O + -- -A Q �) U- q/2q/q8 _ .. ' '•CMI -------- �NO— _ ` THPSE DRAWINGS ARE THE PROPERTY OF —� 3/I6"=1' 460,705 FFNGINEERED STRUCTURES Inc. AND ARE NOT TO BE USED OR REPRODUCED IN ANY A.,JH .,B MANNER, EXCEPT WITH THE PRIOR WRITTEN ;iEtt 6295 SW A5"'A VV.N11[.- — PERMISSION OF ENGINEERED STRUCTURES Inc. 5 4 3 3 A-5 Cm � � 11O LII I I — II. III IIIIIIIII IIIIIIII llllili llllllll I 1 1 IIII IIII III I !ui lili'illl IIIIIIIII IIIIIIIII iillllli• LEGIBILITY STRIP O I 2 3 4 5 8 7 2 13 Ia 16 I7 18 19 20 21 22 23 24 28 28 21 28 2Q 30 ^� cm r Z1 1 1 pl NOW • 102 I' I 'I'I' �i111Jwall�l�.L�ll I,1.!11�1�.111 1�1J�I IU I�l�l,.11 ll� �1a I�.a.I IID I I I I I I I IT J,�L��I I I I l�1�1 J 1 11 11a lJ �1.�1�1 ll1dJ11 x.11 u t�lll1�1�.� 0a 25X WON ""'�w.-' ..... s•..{nr,.++++.dip*-,._.._. .t7 ...*`': .. rA4iR+kM.FS+" nx ;eYMMR. . ... s.„u„a, i- ..:, ,,,y...,..'.. a §.F:eHIha1 '.rF ,'4hvAeua' .T.'aYF.ia+aw:Rgalr;. ��'�yr'�1.4• ���p'n� iasi°ate ....: ... ,. — 1+: .M q1, X14 t • • ♦ •• • • • • • . • • • • • ••• a ••• ••• •• • • • • • • • { i CX 5 M TA . . . ... . . . .• I . .. NEvr S-�'`• �'�_= � — I TiNG r L ROOT- PANELS A;nN N� ROOF- PANrL _ - 0 � I o ' lh I 1 1 I ! I I ✓; 4 - � 1 I I 1 l I -- I=X15TINO METAL I C' 5 NEW METAL EXISTING BUILD'N6 PANEL5 t - PROP05ED ADDI70N WALL PANEL5 U co Z 1` ELEVA710N � �O T Ucoo LL -00') M �7- LO U X -NE\,v I"cNox eox Mout'jrr!. �v ;,4., „�� Y W�•L.4_ o � 12 12 NE^ METAL F-- � I� - 'vEw '.VM1YL. L 1/t/�'�� E L; PUL�f ESTE E. (A;Tint-; CIASS A �LAti1E PETN �,at�k.t o0 ROOD PANES U) AWNING W 1 't-H S T t: F=L_ f,R/W L- FETAL c� R00" PANELS -Le� � C M - = o W Lo _ _J TENA T SIGNAGE 0 s -- -` I (Da \ I Z M — — 1 W Li L AI Nh METAS '� \ ,��- N: • PR0005ED ADD- WALL PAN[-:LS rX 57INO BUILDING t EXISTING 3RIGtC ,- �r✓VA METAL- — - --- - --- ----- - ,r< - _ - - - - h L PANE -- - � z p P ST 7LEVA71 ON . ,�_� SGALE: 3/!6"=1''-O � � � ✓ T F J... E \Y A H/�N3 • c �� _T 1 ON A- - -'- 5GAE _ �cOC^ PANrLS - EX15''tiG META ROOF FAti_i-i._ �-- � h VINYL I_AM■ vr'. :_ "t t L 16 �.A.G7-A1-C Ei,Ch CLAr -1 :i` ��A/ti1C= KE. T/�+_V V:c= ! STA U k4bA-�- -_ * o7 4 ST E C 1. F k.AM L_" �. O ! A I •O \ _i �J N d -A - NEW r,ETA� D.S. '- !STING Mt_TA,_ --_ — FD.; `D AiD!T10N ;HALL PAN`LS EXISTING BUILDING `=ANEL5 4_ SOIJT ELEVATION �, U] A-5 SGALE: 3/16"=!'-O" .�, t� Q z 11__1 A -.-.__. PN, Y' 1 THESE DRAWINGS ARE THE PROPERTY OF 3/16"•I °B0�o5 ENGINEERED STRUCTURES Inc. AND ARE NO i•�Er.Kf0 NOT TO BE USED OR REPRODUCED IN ANY 1 AJH e MANNER, EXCEPT WITH THE PRIOR WRITTEN ti AVI•Nl!I: PERMISSION OF ENGINEERED STRUCTURES Ing Ih,4t SW Rin' A-5 I'1 i .6 ul ii 1 Cm LEGIBILITY STRIP 0■ I 2 3 4 5 8 7 Itm 8 9 10 I 1 12 13 14 Ig 17 i(j 19 20 21 22 23 24 25 26 E3 27 2 29 30 'Omm I 1 1 01 1 I NJNI i I OZ25X I �.�.1�1�„I�,�,1.��11�.1•�1�.1�..�.1�1.�1��J�.1�1 .I�.i�L.�.l�1�J.�1�.1�,l�l�J.��1�.JIJ.�IIJ.�J.�.I�.J..�1�.�J�,IWd,�,l�l,f I �j 1 �oa _ . _ _ .... M ..k k°+ 1 GUTTER W/ DOWN SPC.)-5 . . . Cr --- :26 GA BUTLCRIB I, ROOF PANELS 4 -b" METAL BUILDING ti'-33',-ATiC\ r 12 W/ WHITE AMP-YR FAG'= I . . .. . . � I O V - ROOF PURLINS - 5PAG NO AS tr - 6'' STEEL STUDS ® 16" O.G. A/ 5/8" GYP. BRD. ON BOTTOM ---� N —SAVE STRUT SiDC AND 6'' F.G. INSULATION- - -- -- METAL BUILDING RIG lD FRAME - �I 4 STEEL 5TU05 AT 16" O.G. - — WALL GIRT - 5PAGING A5 Al 5/5" GYP. ERD. ON BOYH �� DCT[RMINCG BY MANUr. 4" STEEL STUDS AT 16" Q.G. I - FLANGE BRACES (A5 REGZ'D) W/ 5/8" GYP. BRD. ON BOTH - I HR. FIRE �! SIDES AND 4" F.G. INSULATION- - 4" 20GA, 5TL. STUDS ® 24" O 1 ----- - - 4" METAL BUIL-DiNG INSULATION (� W/ WHITE AMP-YR FAGC O.G. W/ 5/8" GYP. BIRD. ON !V Z N �30'"H 51DC5 Also 4'' F.G. �- Cr) -- -26 cn GA. BUTLERiB WALL PANELS p UNI-SEX NI-SEX IN5UL. IN CAVITY I' TOILET �^ �_�f U� O 117 FOYER ��i W "0 jl �— - 0 OWNERS rn 116 STORAGE -- - BASO ANO—L[: AND K'C-AL CLOSURE i [115 n M u_ �'-- 00 J - 6 12'-4" .- __ - - CONCRETE FOUNDA` ON - 5�E �+'/ - -- _— -- - - - --- - c� 5TRUCTUR.AL 7RA✓r NG5 FOR DETAILS00 Y CSO W Na) Do W = Ln �U I �. I� 11�1� Coo, T 10 N ? o - -C 6 ---- - --- - SCALE: 5/8"=;t C7 C Z ti W ti d . U r 7 2 � p ~ U u) � v d � N3 • � Ea -GABLE TRI v WALL PANEL • 'rYY ;.. ,-.- -,--.r�.:-.=. -�.-- - �-AALL GIRT i'O FOLLOW . . ', A'. 'a .. . SLOPE OF EXISTING ROOF 'Y -----7RAN51TIO\ r-ASHINGOL EXISTING ROC" PANELS PROPOSED �' ' — ADDiTICN� (1 iJ \ .r'XISTINO- r BUILDING V V _ z Q q) .A :-D 0 z CD 0 � TRANSITION wEg/_2_lq/98 SME A5 NOTED Q�005- - _� EG 710 1`�l _ ENG NEEHESE DRED ISGRUCRURESEI cR AND ARE OPERTY F Wim - �- CHECKED-- —SCALE: �%4,��1'-0 NOT TO BE USED OR REPRODUCED IN ANY A.JH .IES MANNER, EXCEPT WITH THE PRIOR WRITTEN S„Etr ND Fit=RMISSION OF ENGINEERED STRUCTURES Inc. +6 LEGIBILITY STRIP o e - 29 30 LL�lI1.I11L�1�1�1�111�.I,�.IU-�.I i L;1�1�116 a �� l _Lili�lllll�l�l�i�l�l � � '• i!ilIll�11..t�I��1�LLLi,1.I�1.LIJ1�.LhIJ L�1�I 1.11._l.l.l,l� LlI_.I �1). I I(II,.ILLI�IJI �J.111 .l..11lJ1.11�JldLidLaw] I. lt.�.�,1�.�-a.1�1�,.1.�,d ,. �1.i I � i o� • U) « L 0 F— S� Z Q W � 0 1t- 6 o Z A UTIL_MES LEGEND: EXISTING CONTOUR LINE Q L I'1EId 7 00 155--� NEW CONTOUR LINT ® CATCH BASIN ti 0) • MANHOLE 0) • "SAN- NEW SANITARY - — 3"SAN - EXISTING SANITARY �-D �) UTILITY POLE vJ w - 00 tt"STS - NEW STORM SEWER �` /�� FIRE HYDRANT W co _ - - U"STS -- EXISTING STORM SEWER �M �M METER tT E - NEW ELECTRICAL I Cv] �V UTILIT7 VAULT M E - EXISTING ELECTRICAL _�O G- NEW GAS TRANSFORMER AND PAD I-- Lr) LIGHT POLE U e- X G - EXISTING GAS `�- "�- � W -- NEW WATER -�- -�- WALT MOUNTED LIGHT O U- W - EXISTING WATER 1 t e- °G FIRE DEPARTMENT CONNECTION DW- DOMESTIC WATER pd 04 VALVE map FW- FIRE WAT'R THRUST BLOCK �-- ' r ELEV GUTTER ELEVATION ^ EXISTING SPOT ELEVATION BOC BOTTOM OF CURB L.J Y 00 00 i� Ta roN of A Re W NEW SPOT ELEVATION H.M. BENCH MARK C �► PROVIDE STAKE. SEE SPEC'S CB CATCH BASIN pM C.O. CLEAN OUT W = Ln NEW PAVED AREA EL ELEVATION W ai IE INVERT ELEVATION Z L ----- -- `" MH MAN HOLE �• co _ L � a II C.B. w CL JOINT ACCESS DRIVE - - CONNECT NEW 4-STS - - -- - TO EXISTING OF 199 \ ^ SOUTH OF f� I - - � � —__--- - 9•�NG • by , I 1 y 4" DS y 4 ti d IE 114.5to 0 ►= , 1 ,'5TI rn v i I EXISTING .:.� ;t,. ,. I:� -Ery_ �N'3 STREET TOWER CURB I ?� I I -O'-II 1/2" u I d P 1 o 14 3 O Go, �+ PROPOSED 'i I ui ADDITION i I w CONSTRUCTION NOTES' NOTES: 060 S.P. c 6.5 EXISTINGI• USE SCHEDULE 40 PVC FOR STORM SEWER LINES UNDER OR WITHIN 5' OF THE T F N LOOR -1--LTJ BUILDING t� I i Q Z I INSTALL LINEAR STORMFILTER F r IL N r. - Q OUTSIDE OF THE BUILDING OR WITH LESS THAN 15 OF COVER. ALL OTHER OR WATER QUALITY, SEE G_2 x, 4" DS-\ 1=rn• FLOOR = 116.50' I I STORM LINES MAY BE PVC 3034 MATERIAL. 0 SAWCUT EDGE OF EXISTING PAVEMENT 6•-12" FROM EDGE AS NEEDED. u IE 114.5 2. CLEANOUTS TO BE INSTALLED A1' ALL DO�INSPOUT LOCATIONS AND WHERE NEW PAVEMENT TO MATCH EXISTING PAVEMENT GRADES. _ I NEW 3" SAN I I / I NOTED ON PLAN. O PRETREATMENT (SEDIMENT) MANHOLE. SEE (?J�)_2 WITH G.O. U1IE 1'13.0 _ , �� y G.O. NEW 4" STS I �; ,l• � e � � � I I ` EXISTING p „ 5=2+.0050 MIN. - [�M 3� SED MH \ �SC�fi MAIL X +�-- --1 115.. WSJ • �,s`�- - -- ---- -- - -- -- - _ --_ -� 8' W IZ'S75 - RIM i14.3 I tw► . - - uTILIT t EASEtAT 8" W .-_L C� r1• �" ti� ;° •;�' ` x �' F.H EXIST URB NG STREET -"yt{ �L.« ;;.:s• 4 `t II EXI T. - -.- 1 -_ c - - EA�EMEhr - -• - - - I � (n w (J) _< J 22 -%Z w - 7 �F1�4 I I `V �4' 3 CR �• 4) r SARAH SITE UTn iTY PI,.aN TAX LOT 1104 EXPIRES 12/31/9,8 °"n NOVEMBER 98 SEC 14 T25 RIW 20 C 20 0 1'_20' 9801" ;E- CONSULTING _ Odra LEWIS 8c VAN VLEET INC. —7HESE DP.AWINGS i{RE THE PROPERTY OF CON9ULTINp ENOINEER13 ENGINEERED STRUCTURES Inc. AND ARE BSD KSM In3�i� S11 R�"' �� I �I I ,�O Ow bO0on f1N(ml food NOT TO AMANNER,BE USED OR EXCEPT WITH REPRODUCED HE OPR ORDIN ANY WRITTEN l�crT �7n* PERMISSION OF ENGINEERED STRUCTURES Inc I'/i 'R tit' i; �3 88 SON A� 1 { , .A�IIII�" .yd"c„�«..,wv, ,rv• .a.Qayd.,y ,hM�,�yy �. " ���� � :..+.•...,.«..«....... - _. _.. ,......:,+..+-a«..n.+,..++."�.u.r.-....... -_. � ... fi..g« _..., _ .... ° • JT ♦�•{r ) Jlrl.• 4 Cm Till IIII IIII 11111111 I I T1111 111/1111 1111 I III .III 11111111 IIII IIII IIII IIII I I I I l'�� «wxw• J AIe;«�2Y9��WMpMMM+t.'n'.Wfi:{� "J7dl'ia�^s Lu,,., �. _.......... - I I� II IIII�IIIIIIIII�IIII�IIII� �Illl�llll�llli�llll�lll1 IIII IIII IIII 111110 11!11111 1 1111111 III IIII IIII ill iIt11i .'. 1 j LEGIBILITY STRIP o , 2 � � � S I I � � ��I�II IIII n�; IIII tit�;1�11�1!I�! Omm.l�m 10 1 1 12 13 14 16 17 Ip 19 2p 21 i2 23 24 P5 26 27 26 29 30 e C I 1 1 O1 140111 B l OZ �+ b I ._ llI.l�IJ ' 11111 ,�I�I�I�1!_I�,�alLla.1�.1�1.�11,141.►.1a1�!� �,1.1�1�111killJ�.L�I�.Jd1�111.�1J1J. Ii1tJ,ilal111I11�Il�l�l�ll.��lal,t��l_� oz _ '"r'f.^MMk°^!Ir«p.l"gpMM.ffA{fi«n• x»+.... _a....,.., :. . . M ., Ns - k M i �I I I ell— I • ... . $% AhG1 E BOTH ENDSOF FILTER 'ABRIC •• : •• • • • FENCE TO ASSJRE SOIL I5TR: •• '• • • •• •• • • • - NOf�-5a'IRINK GROUT ••. STANDARD CAST MON ... ... .. .. _ • • • • r • • • /i� FRAME AND COVER - STANDARD MANHOLE • • I/1 - / • • • • • �j GRAM RING ••• r •• INTERLOCKED 2' x 7 POSTS c. ::���' :�'�;• ' 4" MIN. AND ATTACH / , •:, / TOP I E W FINISH GRADE ''Y ••.; .- __ FILTER F.;BRZC M:•TERIAL • \---WITH STOPS PIPE PLUG Q /36' WIDE ROLLS M' MIN. �, / • • : �:• F- + �'; •;,N;.�► PROYIDE 3/4'-0 FOR A �i ,' y - : '"..• MDaKJM OF 6' AROUND N w w a. lol- 4 _ b' M. XIMUM SPACING t'-4' -1'-2" - - -- , . �. S! 4 / B FRONT VIE z - - / .►; �• . FLEXIBLE COUPLING (TYP) B7 7 SIR OR "INE "'05x5, / �; • • /SEE NOTE 3. STANDARD OR BETTER 0R � ` ' EQUAL ALTERNATE: STEED ` �•h•e.• -• '• FENCE POSTS ;..: -:.9-.•✓ ';- ••:• ,; .,►; t ,w '� c. ;:•�Ii � STITGHED LO<.JPS TO BE- --- __ ---�-- - JSE STITCHED LOOPS INSTALLEC- ON UPHILL I O`/ER V X 2" POSTS1 -----�. SOE OF SLOPE `� •.•; :'• :•. • ' c� �• , e . P S'; \' L_ —�- - \ ," ENDWA FILTER FABRIC M.;TERIAL- / �• BUR• BOTTOM OF \\ \ i CONSRETE D"SED CSF LINEAR FILTER - PLAN VIEW I FILTER MATERIAL // BOTTOM OF IaYE \� 3/4'� \ SCALE: N.T.S. ' B7 6' TRENCH ''�/��� /\ F(� PLASTIC r�� -3!4 -Pr ` M ' COMPACT ALL AREAS OF: \\'\�%\ RADIAL FLOW CARTRIDGE (TYP) (3) - 2'x3' DIAMOND P_AT: �OCRS 2' CONCRETE BAFFLE Z 04 0) FILTER FABRZ: TRENCH ��' �/\/ / — ti Cn �_ '/� O) to SIDE I E �-evMI - NOTE: CONCRETE ENCASE ENTIRE WIT SECTION ANC 45• BEND IF CONCRETE PIPE 6" L J 0 C6 -- �—1 mow/ O o ,$ � 8" TOP OF WEIR NQ-- 1,J J r TO SEAL I � <Y� '-5 m O 1 � �-- ul I SEDIMENTATION FENCE CLEANOUT DETAIL `'s VARIES oILL i- ^ ERG-SFFDF 1/2 - 1,--0, " _ " + eit - Illoolloto C/) 4' PVC COUPON \\ \'4' PVC PIPE (TYP) 2" CONCRETE WEIR L_ c? AND PLUG (TYP) 4" A 2" PVC TEE (TYP) CSFB LINEAR FILTER - SECT!ON A-A W rn SCALE: N.T.S. (h 2 (TDF�2" L1J = U-) 2•_ TROWEL ALL AROUND W N • / (BOTTOM) 3/4' Z (JO O V OL.. - - ti 1 t' 6" _ KEYWAY DETAIL 'TYP Zw It LET OUTLET SCALE: N.T.S. i 2'-6" CSF LINEAR FILTER DATA 'NATER UA-ITY FL W cfs C.12 (G ® J\ �.. A, -EXISTING INET 8" , L L 4 -u +. l I `i L.-E T ... ,. c /�S I I `I FROM CATCH BASIN 4" _ 5 AW1N ~ tiT5 ------ -- r NTS SEE NOTE 2. RIM ELEVATION MATCH EXIST zt I.E. I MATERIAL IA of FL_4N CSF` LINEAR FILTER - SECTION B-B INS ??? ?" 12 — SCALE: N.T.S. OUTLET RTI ??? PV 4 0 ATTI� ���� �A•� STANDARD MANHOLE ,�,�/ON3 • GC� FRAME AND COVER FZNLSH GRADE NOTES: CSF* LINEAR FILTER TO RE SUPPLIED BY 5.) PRE-CAST ;,ONCRETE 'VAULT TO BE CONSTRUCTED IN 26' • STORMWATER MANAGEMENT ((503) 240-3393). ACCORDANCE WITH ASTM C858. MAX STEP FILL JOINTS WITH 2.) COMPACT AS SPECIFIED 6.) EXTERNAL PIPING AND COUPLINGS PROVIDED BY OTHERS I?" GEMENT GROUT OR 3.) PROVIDE FLEXIBLE COUPLINGS TYPICAL ALL PIPES. 7 ) SEE LINEAR FILTER DATA SHEET FOR VAULT DIMENSIONS, STD APPROVED MASTIC COUPLING TO BE SET 18" OUTSIDE FACE OF WALL. ELEVATIONS, AND NUMBER OF CARTRIDGES I 12' INLET PIPE `. REMOVABLE bFERNCO OR ENGINEER APPROVED JATERTIGHT GAP � (1=XISTZNG) / 4.) ALL CSFO STORMWAT'LR TREATMENT SYSTEMS REQUIRE f'�OR�MM�ATER , • - 12" OUTLET PIPE REGULAR MAINTENANCE. REFER TO OPERATION AND M A N A 0 F M E N T • r TO STORMFILTER MAINTENANCE MANUAL FOR DETAIL. 2035 NE COLUMB+A BEVD PORTLAND, OR 97201 -- i) (503) 240-3393 I AX: 740-9553 18• SEC-LRE TO MH WALL WITH l _- STA-:NLESS STEEL BANDS �j p DETAIL ��� T' -i� (MIN 2" NIDE) AND r0 LINEAR SToRMFIL 1 Cid ✓E i AIL I/2" BOLTS X- A. 36 MIN L_ I MIN '•' INDICATES SUMP VOLUME INSTALL MANHOLE BASE ON 1� PR11r 01 T 6' (MIN) DEPTH OF I'-o' OR �F, E -T L in 3/4'-0' CRUSHED ROCK SECTION _4.-Q ,,, rl/ y 1L�LL � 'Q ANOT - SEDIMENTATION MANHOI-E �� SARAN J C2-5 1/ = t-0 DATENOYEMBER 98 EXPIRES: 12/31/913 . t sc 0' M 9 wo 1 =2 80"105 LEWIS c�c VAN V!E E T INC. �'- - 011111"N "OCtM THESE. DRAWINGS ARE THE PROPERTY OF 19SD KSM s CONSULTING ENEMINFERS ENGINEERED STRUCTURES Inc. AND ARE 16-191 IWO •W boon•• rood NOT TO BE USED OR REPRODUCED IN ANY �r No .y 1'I i h, MANNER, EXCEPT WITH THE. PRIOR WRITTEN 503 aeS- Q5 me PERMISSION OF ENGINEERED STRUCTURES Inc 503; ddb-1a% � _ C-2 ' IIIIIlIill!Illillll�llll LEGIBILITY STRIP llllll!IIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIII!Illllllllllllllluilli�""IjIIIIh��jjijijjllUllllllllilll-IIIIIIIII�IIII!IIIIIIIIIIIIillrll'lin+l!!I+I rl+nl; - _ F 7 A o C 11 12 13 a 18 17 18 19 20 2124 15 28 217 2'8 29 30 , LI I I OI NJNI 0 IOL it 1 IIIIIIJI111111 Ill OL } L •• ••• I :•• . ..• •. •• • • . • • ••• • • • • • •• • • • . • • • • • • • �` 9 .• : • • • : • • • •• • • • • • 47 }.� r- r, 45-Q ,r .•. -- - )/4r 1/16' MAX SLOPE TDP AC BOTTOM / Si-OPE ZN IZ' •�' •'• •'• 1�• • ••• r•• •• • • •f I +;2• G1J2. . . 1/'�'Cj.R ANCI•IQR�iOL•LS dl^. : : :.' P s �r NOTE IF t..IOOD FOR 'SETT FOR .:. ` r KFE LIOO:'� I- 9F.FORE � ONLY AT O VE+f�AD /BUILDA4 M~ACTURER JAMES 0- CON / ���\ g 3 yJ § _ r'� c r D c�C/ENT -_ .',PritES t g't - 1 LEFT F -- - ✓ A;8' R:.�,�h 'x`,_c Ex# � � � { .J � �` ✓MONS .- - - ----- -- - - -- 10 1�Y /- of � LOCATE �, A_ ` I :5"' 34ZAJE - \\ / pp DEPT- 'Wo • .. _. r RAMS 1 —_ ' 1/_13 'n \ *4 CC NTZMIOIJS AT '9EY O+vD 9 1 I - A-L GOtvSTT.ttJGTZOk JOTTvTS TO BE C.Ot.L COt\Tt�_ -C:'`'S •✓ TOP ANG BOTTOM i ---- - I � 2 - SEE PLATS AND SPEGZFZGATTONS FOR TYPE -.-- — - -------------- -OGATION OF JOItrT. i � ►�AhO S'1 { A-8" SEE "LAN - • 0— COLD KEYED CONTROL JOINT ROD. p, :' ^T-.�TPLY � THICKENED SLAB ENDWALL COLUMN FTC. SECTION AFTM SA„i C;•'T SAW -` ) , SAWN JOINT. 5 C .r►C X=T__ `- •.•re=-eZ4 _ -�' _-' • ><c_'l5 -2• SAnd.ING TO OCCiQ AS E.LP-y AS POSSZSLE lZT`+OtIT ;pA_a_.'?vG -� LEWIS & • ' 1 CONCRETE. DO NOT �,r� tltr'Tt_ THE --- -- ------- u` -- 5' CON�RETE S.�S FOLLObdD 4tj DAY, SEE A.Aty _� .41'1- V4 AT 37r S. Et^C«' JOINT PER O/Er 6' C."MP"C T� 1 �, N MFR. — �asTZNG ! B�J'.LCZNC: rr SEE PLAN BY WTAL 5LDG. MAt�ACTLVWQ _ . sT?711D r�,•c�C:NG 2-� � . - - - - - - - - - - - - _ ; VAN V L E ET LJ .... 4 1 Z , CONSULTING ' ` ? 1� • • a ' / 4' ENGINEERS { 18680 sw boones rood - - - - s-I WET SAWN CONTROL ♦ � . 1 L JOINT �y egon 97062 (503 885.8805 phone • (503) 885.1206 fax FOR All:r+Ok 5C;..TS SEE PLAN BY BLDG TYPICAL CONTROL JOINTS (C.J.) Crl 5:. . .: _ SEE PLAN CORNER COLUMN FOOTING o ENDWALL COLUMN FOOTxNC i 13`1 (3\ r -- _ 5-t { ANC-OR BOLTS 5T -�AIRPIN6 T' -r TO :•n,C. //yy�� �N��D}� //��TM FLAN i 3,.�.::NG MAN.IFACT'JRER 5OLTS FV1J1`�L/t1 1 .��N t i..,�iN TFIRl15T ANGLE PER ALAN J z 51l:: :.Z1rC STRLCT iFtt.� LU NOTES �' .. 2' x 2' x , 4' �� i •� • STEEL ANG:_E x 1m• Ty;. METAL BUILDING GENERAL NOTES: SEE \,t z � ' I r X 1 1/7 x 1/4 / - - - -. x 1-'0` Tf•fRt15T ANGLES 1 1 • i 1. I"� • !._.. a � / / / • �•[✓��.� PER I T� •'4i/ TV BOL 5 CL BR'S DRALdINGS ,• " Is Js ►u Th c" ., as ,overn over '+e ' C t� �� FOR AVGF�OR BOLTS . e t FOOTING: SCHEDULE � ALAN BY Btm..Di - -- }--# r a ! 6ndit,ors on dro>.'nt3s Or,d ,n fetid MA1•LjFACTl1�R i 11 1, • 1 a lv�<,at,Ca,, ,fir. r1 o,.;rS / / \ , ' • r J,/pr tit >:,�Mr♦i5 . S !''OI p,v.,ded by Lewis, Ord Var' Meet 1•',; 2 2 x s-Q' lA�'�FORCED I 1 /� �. � �-y$5 x 5-V Ni�ZNS As LEI • •, -Al, ar,org" ►or by sepa•ate -or.troct ---� ( \� �'� TTCs+-fT TO �!•iCa•i0f2 BOLTS 1 1 1 i ates, ed tion cf the nlr�'rr; S,r,id,nq - W ^ « "t• ,,. 741 Qthr S'•7te o"�d iC.'J1 ='JdlS and _ ��. r t \ , _ c 3'71W-2' x 4'-2• x t2 .' far- ¢4 EA. ..AY / / ` \ � t 1 1 N ZRPZK B , 1 t A A� ,� ':ESIGN SOA ARP55 2E: ASSN:. '5,00 t F v / \ v SEP !"i AN � SEE =OC•rT�� ���q o � � � i 1.�AD OR *40OK J' r"ai do J ',MD soO from ..'!�. the :.. J•r.4 ti• .r.Jer � .+,V �•�,� C�-�'� c .♦ \ Ela••►AL , Far: • 0 I 1 1 .► d �r;7nut,7r glace 'h .r tt� -,t r.; o / — Gti'�► �_- ��..._ ►analog t _ ?s l ' u"% standar d SEF PLAN - --- m-- .. . . ..4 areas Jr ,. _ ,...�.u••, -. e; Jtt• index Sine �• , , ..,t�,_.►,,� ..__� ,. _'N\ SIDEWALL COLUMN FOOTING y t s. -ed be t5; �..e. .t c-er sIDEWALL COLUMN FTC:. SECTION ANCHOR BOLT A�10 THRUST Q `� - -i' ANGLE DETAIL- 4 A A!t }C,'.?e'+`Q! 10 t:'tJ► M 1./•'". ,.nn•stL'/bed Sn,l .lp: .� � ... r^',nimUR' =..- • '7' Qr :« Ingt' ..•,.,C t`r•`. ,�r ..SP - - •r ' '". Uq '< 4'^ :er r , e, PAIn'� •/ 7� .'r..4..:71 - • ^.t;�`L•ntpr NJ • '•'LC� • " LLI a z HAIRPIN SCHEDULE w 25 PSF c •►.' M-,X.T'r4Jt+' ►'�:5'. itCZ�i 'KBPS, STR1 _'rJQ �! A n.J 00 MPH EXPOSURE 8 LIftR � QI a -- - - sTteuc � fiefs"`"c 1 �.,` ,t _sR%•DE 4Q 5RACE 60 GR:.CE :a;2L•: E ( ) STUDS TO REMAIN ---------.--_-__+ �j ti -Az t •. hCQM SLAB NELJ _ e,e 5 r•r-,y•r d, 1r•p•�•,neA t• .:at c.o5' •�.'> • .re7 a 6.£ 8.3 iE� 2.5 4,�? 1i r ---- - - as, r)t .A oo vs a r 12.5 12.9 51 -- 9 3 - 144 - 11.irSv - _ =-- t, � H2-FTELL✓ERIFY �� TO SZDE AND CONNECT H � -- -- --- - - � a Ipr,d c..re oi/ ; ,nc-etc pet AC C 40S a• ': st:�^•J;oJs s --- - -- ' a. ort•'7•r e"en t 4 t,. C ti •n Olt e a t er lr r slabs � _ - 1 • -- / SIMPeuON A35 TOP AND BOTTOM j � t�R MrR. 0 0-0' 14.q @.3 2"i 2'1.4 10.56 Ns.@4 COhGZTZON � U 4 . u. ,,a .l!r •ed,, eQua,, 20.4 24.9 _ 30.5 - 31 4 '4.4 2r b_ _ / z n'q ,y�nt n ar s'i)GS M 3']dw f ^t::' •h C �w• - - 8.% 28, Q 32.9 ♦'� �� I 4L - - - • a • a steer' to be ASTM A615 Grode r,. /�,� L4 r 3 x 4 'ATFL ANGLE � ! � ' i ` � (y - 4� x OPENING kL-ITN PLUS 12' ' Sa�•j \ 1 '1 etaii retnlprcinq stlN OC:CNdirq to thr •Mc7+►u,)► -f St talar] Prj:tice .N• �c -BE R 6' ON FJLs_ MEIGMT I LOCA —1-N "£R l� -•,•,farted Concrete Structures' A.-t Stcmdord 315 - # .' LAP ail contrr•u�s•.,s• bora l,, i,ometerl of 2 -J• m4nanu•n .. _ BR:C►c E.1GN SZDE __ DOOR fS I � +------ CJr J== eE) 5',: FOR ►"•Er. RAMS �E.Ilil.•@ ray',1 .C, / I \ '• , •t tha pro ln9w+ee+ld r^et.s' building :hail be designed ,n compfionl:e rlth the rti �� ,i OAEh_**.G -PR' NE,4 or Ifo+m t3u1►dinq ':.de iotest tdllion and all state �d ioc* buil if.g c,"•des { DOI�LE CR:F'*':.E STuL' EAS-1 ----.. _OR ANC,#O 5OL'S r s4 CONrV4J0lS AT 5117E 0� ►�1^ Of'E!�ZNG I ` DATE 12.06-"18 QesPons•b�ift for deair}r shoo rtst aaiN3 w,lh the rnonutocfurlr f / i >E TOP AINC BOTT p • ' Con►ractw shoo submit drowangs of the buAding clean,, showir+q the sties and \ - OM N f3 VE A,._ - alit, anon t of all structural members and -Onnectoons and of all buiddrn Cc+n- / d \ - ~ _` -- -- - R£►4C/E M C:K AT NEW \ �fA,%tFACT �+� F`QGJf CT MO 9Pi320 � e,.nenfs af+d ')CCelSa►ir1! (7raw•ng3 St,at1 t! WI►ab1f to sht;w ;.CN^atb►''C� weft rr;e ._ buddinq codes and to attain bu,idtnq party%its 3 Cor:tractor is respenseDM for re♦•eiiirin] drow,ngs from diffrent sourres t. •ertey 44EET NO t compatibility of the plans and 3etatis• Sf+ iiwaf attention to dweeted but r,r..t _- limited to verifying column and,'cr .richer b,ft lorout on the foundat-an d►ovinas to match the niWal tuAdIng plan ar+d details 4 Nattfr entt►neK t►lfarw proceeding if any matrials tihlpoed to the pb site are �y�1i ��� �p� DOOR /� don+oglW or if r•Nd conditions nSeas{tot• tweirish-AnoWply t e ILundauctur4 ►nemrq x tis./�i,7FT�. I 1 f iC � 4/�/�/1� �V�T �� ' s �* p...-«, �,ll..d Fetal t>u+� mom„►actwl. ,h;>�t th. t�,��atio^ A, �,.e, 42� H SGH�-E THICKENED SLAB AT ! �3 wtlh all wrlicoi and ►writorttal reactions for the bvMfRtq to Le constructed 5- " "� - 5-+1 �.,, S1-13 1 = . - S-� t - 1 c_� OF PG 30 of 31 LEGIBILITY STRIP :-to 2 _ ° - 6 7 e 9 0 2 3 a g 7 e 9 2c 2' - 22 23 cd 25 2t3 2 2E 29 ,. _ ... 8t ( f of Q MONr t foe 11, 1111f 1 08 1111 till]1111 1111wJ0,111111111 I'� �.r,seay..r•w. vrcgbN•a•,f..n..'• ' :. •.,: , ....: - .. f .. ..:.. .^1..,.,..-_ ...,...,. .._.,..-- — • ,- -:.. - .o+'^n+r'wnnw+.c*�r°.�osPiv'+re1'^ghll'"'►°'^.,. ,,,,a..w..-.�..,+,....,.tt..:. 25X Imp,T ,. ,.", "Orr , ,h., .. „. ,, .v. ',:..,u •,�.::.,r, V ..a vri,a 1I... ,'.".`., ea,;�V;':: ;17�F: ., I „✓, .. ,"�' . �,. 'rr•W+ t iirtw I Irl, i I ley ' i 1 SPECIFIC ERECTION DRAWING LIS FIELD WORK SUMMARY THE DRAWINGS LISTED BELOW HAVE BEEN CREATED 8Y CO?IPVIE• WALL SECONDARY SPECIFICALLY FOR YOUR ORDER TO ASSISI YOU IN PUTTING �.° '-- FWOOC6 FIELD LOCATE HOLES IN EAVE STRUT FOR DOOR POST CONNECTION. BUILDING- THESE SPECIFIC ERECTION DRAWINGS ARE THE SASE S :: FW0040 FIELD CUT ANi LOCALE KOLES IN DOOR POST. AS THIS SHEET AND CAN K IOf NIIFIED INDIVIDUALLY FROm IKE FW0042 FIELD CUT AND L^CAIE HOLES 1N DOOR HEACER. T I T L ES AND DRAWL NG SEQUENCE NUMBERS FW0072 FIELD WORK GIRT CHANNEL AT DOOR POST. THAT APPEAR IN THE LOVER RIGHT HAND CORNER OF EACH DRAWING. i :A'E :2 ! e. i ROOF 1 I [SECONDARY STRUCTURAL DRAWL■0 •V'+�'' FRAMING PLAN D COVER DRAWING NOTES .�I I S ^µ�ARD NOTES, _j ( T T L E / DRAWING 1 • =I I L CSO.+. COLUMN PATENT PLATE 007849 t0 THE WEB OF AN INTERMEDIATE fRAl1E COLUMN AT EYE LEVEL. x{ 'HE •EAR DURING WHICH YOUR SEQUENCE "AllI UN1 T 1 I ORDER WAS ENTERED NUMBER 000002 PARTS SHOWN "Y 8E UPGRADE: OuE TO StANOAROt1EC FABRICATION• o REFER TC THE SKIPPING P!ANIFEST FOR POSSIBLE SUBSTITUTIONS THE ButIER ORDER Nu*+BER • OF YM ORDER REVISION LEVEL OF THE CRA. .:. COcOOT HIGH ST•_k1:'h SM ING, Z ----.................. O E THE DRAWING AP HAS NEVER '__t , c•o_k-•_ 3`";S ARE A-325-1 WITH HEAVE HEX NUTS AMD ARE REVISED. 00 APPEARS HERE.' ALL ., %I � 10 B_ rc'...;_ :_ �. •;URN-OF-THE-Nut• METHOD SPECIFIED IN LA- �� -_-AISC 'SPECIFICATION FOR STRUCTURAL THE N;ti'" c.. 098-043608-00 COVER DRAWING - SHEET I jOIN!S USING ASTr A325 tR A490 BONS' PER SECTION 8 D T1I D96-043600-01 SPECIFIC ANCHOR BDLT DRAWING - SHEET I A-325 BOLLS wAT ac ;VSTA:LEu WITHOUT WAS»ERS WHEN TIGHTENED BY 1 :98-t4360E-OIA SPECIFIC REACTION DRAWING - SHEET 2 THE 'TURN rF E �. "rT+'00• 11 1S •HE RESPDNSIBILIT* OF OKE :9B 043608 018 ANCHOR BOLT aE1A1l SHEET - SHEET 1 ERECTOR t0 ASS."= : IIGHTNESS• SEE iNStALLA110N Of A-3251 I I :99-C436:8-02 CROSS SECIIDN ERECTION DRAWING - SHEET i BOLT DRAWING 8-;:9:258- ;GROUP 76-052-011 098-C43608-02A CRCSS SECTION ERECTION DRAWING - SHEET 2 D98-0436c8-029 CROSS SECTION ERECRICN DRAWING - SHEET 3 r -:..yti.5 ,=E SEALEO• THE SEAL AND LIESIS ONLY TO THE CDO013 IF THESE _ DSB-043608.020 CROSS SECTION ERECTION DRAWING DETAIL SHEET S4EI 4 MATERIA,S S.= ?' ? 'LEA PWC. Co. AMD 15 NCR iNTENOEI AS D9;-043608-03 WINO BRACING DRAWING • SKEET I THE SEk OF '�: :` 4'. CF RECORD FOR THE ENURE PROJECT. C98-0436C8-03A WINO BRACING DETAIL SHEET - SMEEI 2 098-043608-04 ROOF SECONOART STRUCTURAL FRAnING PLAN - ShfE' COOOtI MATERIALS ASTM DESIGNATION 099-043608.04A ROOF SECONDARY STRUCTURAL DETAIL SHEET SmEET 2 .......................... ........... -'-"'-' p :98 C436C8 CS WAIL SECONOAR7 STRUCTURAL ELEVATION - SHEET --- •� ••-._ •........A-529- r" SS�SI 1GpA0E 551 D98-0436CB-05A WALL SECONDARI SIRUCTVRAL ELEVATION - SKEET 2 SiTRUC1 PLATE -'SSOER " A-529 Ff• SOWSI 4R AOE 501 KEY PLAN STRUCI PLA•E OVER Fr• 5551 ;GRCCE SSI G98-0436:6-OS8 0008 DETAIL DRAWING SHEET 3 LIGHT GAC_iCCiC E:°"E" A'S7G (,RA,r,f 1:18 098-043508.05C WAIL SECONDARY STRUCTURAL ELEVATICN DETAIL 50'_ET - SHEET 4 BRACE RODS 3%4' ,E-SS A-108 RA:E 50 OR GREATER 098-043608.050 WALL SECONDARY STRUCIUPAL ELErATI;A DE'AIL 5 `ET - SHEET 5 BRACE ADDS OVER !%�' A-S72 G 098-043608-06 WALL PANEL GRAYING - SHEET 1 MOt aoLlEO Mii: S-A=ES A•364 A-572 F'• J6r51 � Fr•SCKSI :99-043600-06A WALL PANEL DRAWING - SHEET 2 R WARD WALL 0A�E�S A•446 GRADE 4S OR GREATER I :98-043508-07 ROOF PANEL ORAWING - SHEET 1 BOLTS A-307 AND A-125 096-C43608-07A EDGE OF ROOF DETAIL SHEET - SHEET 2 SIPPLEPEN!!NG THE SPECIFIC ERECTION DRAWINGS LIS'_: AWE SEvERAL GENERAL ERECTION DRAWINGS CALLED 'PLAN:CaAPHS•. SEE THE DRAr1NC P%ANIFEST FOR A CCMPIETE LIST OF 'HESE DRAWINGS. T DRANN, �I1. TGS FORPERAUTOLS \�� � L -Se- ell ! 162;); S 8511! AVF`I.J: 't.; I of • - "•r• 'i a to R[r;S co e0 fr 5 ,d •- r2-L G (URGER CESCrieTlpN� �AWiNG 1111E N pQ,��T � T� IRO J'E C T' �..r• E J M,,• ,.,�• a � �� 8X45A141 LRFRo of SL • 38CLL COVER ORAWINGGNAWING NVrtArN.+ r• •�• r 8 v E R w A ti uF a C T i, ca I N is E!rCI VEERED STRUCTURES OUR`'LHALL PN E >iP 8 UBC 97 X98 - 043608 - 00 C O N P A N ORCER ENGINEERN- . , T 1 GA"� ' OR vaa•• n• eaNw• r• GENERAL osFlcEs-c•wSAs C;1v. M,sSt]�RT SYSTEM CARP , OR _4 M2.Ila,nt.:.:,....d,,..�..wwA.-...�,+.:..I►.+»,.�.1....1ti.n..�_...Jt., •' /` A. w,.....yaYlbllM�aw:v.. ..... .iMlliltlulfLMYli1t0M:kY Q:bllliar W/..•a.a,.dY4.,. ..,..�...'......... .....,-... :.':�1t1�'Y�','it/�•ll�. t '. � low �„ •�'� JI TF1 jI , , %I'�I�I!fi ,... _...,. .. , LEGIBILITY STRIP 2 3 4 5 6 7 e 9 iO 11 i2 13 1a � 16 i7 1`r'3 i' , 9 20 21 22 23 24 25 26 27 28 29 30 Z 1 I I 01 fill I T I Ali How 9 8 1 la oz Al P ' ". 1 P 3 EW 45'-0' EW STANDARD NOTES' A80007 OIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST HE BAYS 22'-6' SQUARE, LEVEL, AND SMOOTH• FRAME A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT T1YP.1 HAND SET ANCHOR BOLTS, AB0010 ANCHOR BOLTS. NUTS AND WASHERS MUST BE ASTM TYPE A307. AB0013 USE REINFORCING S;E L AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. 45'-0- A411 TYPICAL I A00014 C A U T I O N RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING Al THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL . A FOUNDATION DESIGNED FOR A < Q CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO > > MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN 4" FOUNDATION FAILURE. ABOD15 FOUNDA71ON DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT 5 ' FURNISHED BY BUIL ER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED n BY FOUNDATION DESIGN ENGINEER. 1 A534 ABOO16 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. Alo4 o a o � � AD0017 THE SOLID BLACK <► SYMBOL DESIGNATES A BRACED BAY OR SECTION. � m 1 1 1 A]91 tl 1 I i I w ICD r' - tZT I I I I I J _j < U V , o IL d a 0 111 ►- '- ✓� • ry ry Ll ,J m I I U •o z oo 0 m m ch� •° i '° I L U A546 I ( A546 -Ou I I I 0 1 1 0 1n r ry ry ASO4 AS]! AS]4 1 I r In M O A391 1 U N d u Al7 � ui H 45'-0' A41i� TYPICAL 1 1 1 S'-0' A411 UNIT 1 ANCHOR BOLT PLAN 10291 2 of, 313 REVISION NO. 1 RFY1510N NO. 7 BUILO;NG ORDER DESCRIPII040 DRAWING I ! ILF � Op W' (,[IIfVA ENG• N1l• a1�• - PROpUCI OF T14E BUJIDER. PR0ifC'' --'S 68X45X 1 4 LRF SPECIFIC c""' nArf ' 17/IS/9N i►. IlA4A1 �V, MA41� �c, -� DRAWING NUMEIEAi REV. DURHAM HALL 25/ Roof SL 3aCLl. ANCHOR BOLT _ C 4 .�E�0� O 1 UO BUTLER MANUFACTURING • ENCI NEERED STRUCTURES 80 MPH EXP 8 UBC 5T DRAWING ww� �4wau •1• COMPANY ORDER SENGINEERING OR TIGARD• OR D��� _ GENERAL OFFICES-KANSAS CITY. MISSC1URt TIGARD. .. .. ...w............�r,".R.......�... .....+►,w..+•.,..w- .-. ._.. .., .a..,. ....__... -•-..,.:---ms`s^-._..._ • _••.._..�..J...._.......�...'.,.w. �...r:-w.w ',*M,vKiYrr� ' ..:.,..;� .,1rnn:..,.... .,...wwran.w.a�nah:Y�IWitai►riMiYe�wiilrrso.rwr..,•rr0 .. '• v i l:,; -.i•�N', ig cm Iilli IIII Ilii IIII IIII IIII Illi IIII illi IIII Illl Ilf'""'{I1 1111 IIII IIII I 1 1 III II IIII i!li lili i!I! III!�IlilYllilllll ! «, ..wd'. .d.7•'6',nh•M•-..... -......:Nwl-YY'NNkalieYuIN�.'pq•,.rw e•.. I I I I I I I ( l I I I I I I I I +LEGIBILITY STRIP o IOmI 2 3 4 5 Cm s to III I)2 13 1I4 I I 16 17 18 19 20 21 IIIIiIliillli22 23 24 252lilllii"j'hill'llillliiilllilllililliiiji�3lil 0 I OI W0NI G41Oz 1w, w, III III �.1111 �I � IIIIIII iIII I ( I 1b OF I��1�1•�L .�..�.�.�,.1�„� ,�.�,,a,.I�. . ( III ( I I I I I I I I I I I I I I i I l �I I l I l I I ( I I i� I I I CA'- C� C� (b (b At cb UNI T .1 - ENDWALL FRAME AT SIDEWALL GRID 1 UNIT - ENDWALL FRAME AT SIDEWALL GRID 3 UNIT 1 - FRAME AT S10EWALL GRID 2 A O C p D C B A A D H V V Z V Z H V 14 V V Z V Z H V H V_ H_ V OL DEAD LOAD 0.05 0.43 0.88 0.00 1 .31 0.00 -0.05 0.51 OL DEAD LOAD 0.05 0.51 1.31 0.00 0.88 0.00 -0.05 0.43 OL DEAD LOAD 2.42 2.89 -2.42 3. )3 CLL COL.LAIERAL LOAD 0.05 0.31 0.6_8 0.00 0.96 0.00 -0.05 0.36 CLL COLLATERAL LGAD 0.05 0.36 0.96 0.00 0.68 0.00 -0.05 0.31 CLL COLLATERAL LOAD 2.00 2.31 -2.00 2.31 Sl SNOW LOAD 0.39 2.605.70 0.00 8. 14 0.00 -0.39 3.07 SL SNOW LOAD 0.39 3.07 8. 14 1 0.00 5.70 0.00 -0.39 2.60 SL SNOW LOAD 16.60 19. 14 -16.60 19. 15 _ WLR WIND LOAD RIGHT 0.95 -0.06 2.46 0.00 -1 .72 0.00 1 .15 -1 .21 WLL WIND LOAD IEFI _ -1 .15 -1 .x1 -1.72 0.00 -2.46 0.00 -0.95 -0.06 Wll WIND LOAD LEFT -6.57 -5.67 3.04 -5.01 IIIL WIND LOAD IEFI -1 . 19 -1.22 -0.93 O•DO -2.72 0.00 -0.63 0.56 WLR WIND LOAD RIGHT 0.63 -0.56 -2.72 0.00 -0.93 0.00 1 .19 -1 .22 WLR WIND LOAD RIGHT -2.83 -4.90 C.93 -5.71 EO ISEISMIC LOAD O-rZ 0.57 -0.89 0.00 0.58 0.00 0.48 -0.38 EO SEISMIC LOAD -0.48 -0.38 0.58 0.00 -0.89 0.00 -0.73 0.57 EO SEISMIC LOAD -1 .21 -0.43 •I.15 0.43 SLR MIN SNOW LOAD RIGHT 0.46 0.59 -1 .22 _0.00 4.35 0.00 -0.45 3.52 SLL MIN SNOW LOAD LEFT 0.46 3.52 4.35 0.00 -1.22 0.00 -0.46 0.59 SLL IMIN SNOW LOAD LEFT ; 1 .90 16.67 -11 .90 7.40 SLL MIN SNOW LOAD LEFT -0.06 2.01 6.92 0.00 3.79 0.00 0.06 -0.45 SLR MIN SNOW LOAD RICHT -0.06 -0.45 3.79 0.00 6.92 0.00 0.06 2.01 SLR MIN SNOW LOAD RICHT 4.70 2.47 -4.70 11.15 EWP EW WIND PRESSURE 0.34 -0.76 -1 .61 1 .07 -2.12 1 .40 -0.33 -0.95 EWP EW WIND PRESSURE 0.33 -0.95 -2.12 1.40 -1 .61 1 .07 -0.34 -0.76 ENP EW WIND PRESSURE -3.65 -5.34 3.65 -5.34 EWS EW WIND SUCTION 0.34 -0.76 -1 .61 -0.93 -2.12 -1 .22 -0.33 -0.95 EWS EW WINO SUCTION 0.33 -0.95 -2.12 -1.22 -1 .61 -0.93 -0.34 -0.76 EMS EW WIND SUCTION -3.65 -5.34 3.65 -5.34 MAX. POS. REACTION 1 .25 3.33 7.86 1.07 10.42 1 .40 1 .10 4.17. MAX. POS. REACTION 1.15 4.17 10.42 1.40 7.86 1 .07 1 .14 3.33 POE P OvIL• Unit SIe► S -0.01 -0. 17 0.01 0. 17 MAX. NEO. REACTION -1 .14 -0.79 -1 .58 -0.93 -1.41 -1 .22 -1 . 15 -0.70 MAX. NEG. REAC110N 1.10 -0.70 -1.41 -1.22 -1 .58 -C•93 -1 .2.5 -0.79 MAX. POS. REACTION 21 .07 24.34 4.51 24.59 MAX. NEC. REACTION -4. 16 1 -2.77 -21.02 -2.64 BRACED BAY REACTION - UNIT 1 H- V V SIOEWALL BEIWEEN H V GRID GRIDS A 2- 3 4 2 D 2- J 4 2 REACTION NOIESI I - IH( VERTICAL IV) AND ►IORIIONTAI RI ANG 1) REACTION ARE STAIEO IN KIPS. II KIP - 1000 POUNDS) POSITIVE DIRECTION IS AS SHOWN IN THE FOLLOWING DIAGRAM. 2• MOMENT REACTIONS ARE STATED IN INCH-KIPS AND ARE POSITIVE IN A COUNTERCLOCKWISE DIRECTION. 3. THF. FORCE CA THE ANC14OR BOLTS OR FOUNDATION WILL BE IN TILE OPPOSITE DIRECTION TO IHAI SHOWN. 4. MAXIMUM R[ACI)ON SUMMARI IS IIIF MAXIMUM POSITIVE AND NEGAIIV[ REACTIONS BASED ON THE REQUIRED LOAD COMBINATIONS. REVISION NO• 1 REVISION NO. 2 BUILDING ORDER DESCRIPTION- DPAWING 1111F , DPW, GII IYVA' SA I- &Ali- .ter- PROOM7 OF TIE BUILDERp' PROJ[C _=-=S 6BX45XI4 LRF cHr. DA If 12/15/9q O1A"' °" """' N'' BUTLER MANUFACTURING --7 • ENG ! N RHAM HALL 25w Roo f SL • 38CL L SPECIFIC DRAWING NUMBER' REV. lc•"�� `\1' ti� i1' .�\ I til I �a,N ,,, oma«,, ,,, COMPANY ORDER ENGINEERING TEREO STRUCTURES �UICARD- OR 80 MPH EXP © UBC 97 REACT ION DRAWING CENIERAL OFFICES-KAWAS CITY. MISSOURI SYSTEM I GARP OR D98 - 04 3608 - A OU III;I,IFiiial Ilii pili I)i, lili!liiljlli, till flll III! !III )III Illi III! .,...�, � - 'r::._,, .. :. -. ... . . .. � ., , ,,:�,„•.-:,:: ., 0111 � I �� I I I )III+sill )III )III )III IIIIIIIII Illllllll IIIIIIIII tlllll;il II. II Illllllli IIIIIIIII r 8 25 I I LEGIBILITY STkiP o I 2 3 4 1(1 1 1 12 13 14 I , 18 17 Ip 19 20 21 22 23 24 21 27 2 8 21 9 I IQmm:I Cm ,01 w, Z I I I 01 * Fl 0 hl l sol 03 � ,. ' ,I�.I.�,! I � i..��.�wi-i, L, VIII III ( ! VIII ! � , III ► � ► ! I�I ) III ( IIIIIIII I 111111 I I 1 °� �! �. 1.� �.� _ - f 1 0' 10' MAX J I/2' J 1/2' SIDEWAII — I 11/x. D1' I ENDWALL OR — — — ANCHOR 80 is — ENUWALI I J/4• DIA. 3/1' DIA. PROJECTED J• r — -1 ANCHOR BOLTS ANCHOR BOLTS r --- EDGE OF , ' J/�` DIA. PROJECTED 2' PROJECTED 2' , a :' I 3/4' n n FOUNDATION R BOLTS FLOOR � I PROJECTED ?' I o LINE a ( {} -- —�— I �or< I — - - _ - - — — wazWp7 13 Z Z • . • o °�° ? I/2' I 2 112 i m ? 2' h W W I A O O I I 3/4' DOOR WIDTH DOOR WIDTH 1 3/4' I 1 t FRAME l g• I CORNER COL • DETAIL A391 9' ODOR POST (LEFT) DETAIL A392 r 9' DOOR POST (RIGHT) SECTION A41 TTP. SECTION AT EDGE FOUNDDETAIL A504 SIDFWALL COLUMN DETAIL A534 CORNER COLUMN UN-NDiCHED BASE l 10' MAX ENOWALL e 10' M I I 1 �, I -3/4' DIA. I I -3/4' DIA. ANCHOR BOLTS ANCHOR BOLTS PROJECTED 2' L — — PROD. ?' o I T ^' � -tt1 -- - � TTTT I � m J n � W 7 m L2- - -- N — � - - - - - - ?. 17 - - I I �_ 1 EW P651 °—•.� CORNER COL• DLTAIL A535 CORNER COLUMN DETAIL A546 ENDWALL FOS] REVISION N0. 1 REVISION NL1. ? BUIIUING ORDER DESCRIPI;ON, ORA41NG IIILf � FD O IFYYA IN" M NI, PROCIUCI OF 14. 6AX45X14 LRF DATE , 12/15/98 ING NUMBERe REV. """' •" '"A'" e u T E R MANUFACTURING ENGINEERED STRUCTURES DURHAM HAI. L 2511 Roof SL 38CL L ANCHOR BOLT COMPANY ORDER ENGINf_ERINc TIGARD , OR TIGARD . OR 80 MPH EXP B UBC 91 DETAIL SHEET GENERAL OFFICES-KANSAS CITY, MISSOLRI srsTEr•I 8 - 0 �13F�08 - (} 1 d OJ I h�U� �N' !i�"I A\�HNI l!� PGaof ZZ •••JVI,•dr�.x...�,1{ A•'..r.w.w...+....rr.•rld...�.�•+••A.L_.•..w•n•..ir.w..•.+ '. ...., . .. •..... ..s. .,., ... • .... .. "4^'•""we•►++..'is.. -�t.,�..-._....:-.,...,..,+r.L.sw.:r.�:l...�i..:••.w..,•-.A...1r....Ar�.•••-•v1•w..,,..r...•.TyMrc�,• .....�. .w.. ... wL ♦... ,.. ...4.... .•L+b�-..�,dem►*ilb•yl•..±/:....rs••.-,•.,f... ....�--•--.+e.?-.•�k+•m:.. •. i l k I!I I I I+{ I}.1{1 1 1 1 1 1!1(i I P I 111-0 I I I I I I r l, 11(11(,V I I I I � ��, ,a�6Ps> `� ��...,�..:.....�„�.:.;a ,. �,.,,, � ,,.�.eu•+Hw;�,�x:w,hs,y;:.:.:.. cm III l ' ; IIIIIlIII�lll,lllll Iill�llll I ( ,,,1.I{Ill iillll�li,111 11111{IIIIIIIIIIlIII�""�'�IIIIIIIIIIIIIIIIIIIIII tlllllllllllll�lflllllll�llll�illilllll�illl�llll IIIIIIIII Illlltill IIIIIIIIIIIIIIIIIII Illllllilfllll�llil Illililll LEGIBILITY STRIP 0 1 2 3 4 5 7 1I I I I I pmm.l Cm 10 1 1 12 13 14 i 18 17 18 19 20 21 22 23 24 28 28 97 28 2611 3C> f, , k,I 1 1 �1 . . .. e I II � � � :HJFI,I S,04I OFF� ,,t , � Wa ,d .� 11 �1,�.I IIIIIiII IIII ( IIIIII I IIiIIilI� [I.I.f.LIt1.1a.1, �! (llll � I III � I1i ► 11I111111I ► 1111111111111 � l� _ PART SCHL—DULL [ l PARI NAME PARI NUMBER PARI IENCnI - FII10 . WORK 31 EW CORNER POST Y79355 12 0 J/4• 32 EW ROOF BEAM Y79J60 15'-3 1/2' T' '0 I/�• ? SPACES AT 33 EW ROOF SEAM V79365 20' -0' -�-J 7 19/32' 3 SPACES AT 34 EW INTERM POST V79J70 I3'-1 9/32' 5 0 1/32• 35 EW ROOF BEAM V79375 32' 10 1/4' I'-0 1/4"2`93'-II 15/16' 36 EW INIERM POST YI9380 11 '-10 19/32' PURI I N 7 SPACES AT LOCATIONS 37 EW CORNER POST Y193B5 10' 7 1/4' 5 -0 7/32' 3'-11 U LI Q Q O PUROH � O LocArlows (i) FLANGE BOLTED CONNECTION SCHEDULE 1 v FLANGE � 133 I BRACES — -- --- 12 BRACES )2 O �1 OUANIITY BOLT NO. OFSCRIPTION NUT NO. DETAIL (33 32 I I A 08 097281 5/8XI-1/2 HS BOLT A3 095233 B 04 097282 S/8X2-1/4 BOLI A325T 095233 ur iu 6 FLANGE BRACE SCHEDUI. ET O PART NO. PART NO• DIM. 'Y' DETAIL fIf10 . O FRONT/LEFT REAR/FIGHT W[ )RK .o n 8 005560 IJ4 112' C001 iO 7 005660 1 '-4 1/2' C001 _ 8 005673 l ' -10 1/2' Cool FLOOR 3/ T 36 1 [34 �T – 131 9 005675 2'-4 1/2' C002 X U I u _ < 2 : v _ u. m 718_ " x STANDARD NOTES, EW POST IF0001 ALL HIGH SIRENCIH BOLTS ARE A-325-1 WITH Hf AVT HEX NUTS AND ARI 25'-0' 10 BE INSTALLED USING THE "[URN-OF-114E-NUT ' METHOD SP[CIFIEO IN r - -- 25'-O' THE NINTH EDITION Of THE RISC -SPECIFICATION FOR STRUCTURAL 42'-9' SW RIDGE JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION B 0 111 . 25' 3' A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGIITENEO BI SW THE 'TURN-OF-THE-NUT' METHOD. 11 IS THE RESPONSIBILITY OF THC A ERECTOR 10 ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-3251 BOLT DRAWING 1080268 (GROUP 78-052-01) . UNIT 1 FRONT EW ELEVATION AT GRID I �i s :j f IIEVIS101I NO_ 1 REYISIoM 40. 2 i MIR. PROOl1C;7 OF 4E HUIIOTF, w PRO JE CI , HUIIGING ORDER DESCRIPTION$ DRAWING IIII El r1r,W. GIIFYVA IMG. SG1.K, DATE 12/I5/90 BUTLER MANUFAC T U R i N C 68X4 5X 14 LRF DRAWING NUMBER Rtv. --� ` `"` ENGINEERED STRUCTURES 1, COMPANY URGER ENGINEERING DURHAM HALL 25m Roof SL • 3�CLL CROSS �ECTl one � ' `~0"` cfNER11L OFFICES-KANSAS CITU, HlssouRl SYSTEM T I G/1RU. OR T 1 CARD . OR 80 MPH EXP .. UBC 97 ERECTION DRAWING DU � _ Q 4 6 0 8 _ 02 00`11• xi111 '��•1 \l I poi{ ..... �:..... .. ... sl! itllll{II IIII I!'Ilili ) ;.� �m r J Ifl+!I, IIIIIfII�i Illl�llll IIII�lill 111!111{!j illlliil lllif lll{ IilI�IIlI I) ;,,�; ;, ,i, ;i�ll, !I�lIII III{lIIII Illljllll IIIIIIIII IIIIIIII! IIIIf lll( IIIIjiIII IIII�Iiii illi``iiii �iII�iI!! IIii�Illi Illl�llli Illlilill Illl�ilil I{II IIII r' LEGIBILITY STRIP 0 1 �2 3 4 I I I� 11 II I I I 10"Imsl cm e 9 10 1 1 12 13 14 18 17 18 18 20 21 22 23 24 25 28 27 20 29 30 1 I 01 HONI Y lOZ AAA" , 1. � 1 , 1.,�. hilt,, , . .... �,.i. .. . . �..F .1.. . . .: :. .. .. .,�.�. t .�. �. . � ► � ► Ioz � S PART SCHEDULE E ) PART NAME PART NUMBER PAH. LENCIH FIELD . WORK 38 EXTERIOR COLUMN x79390 9' -6 9/32' ' '-0 1/4• 2 SPACES AT 39 ROOF BEAM V79395 19'-10 3/4' 19/32• J SPACES AT 40 ROOF BEAM V79400 22'- 11 29/32' I 5-0 7/3?• 11 ROOF BEAM x_79105 25' -3 I5/16' 2•-9 1/B' 42 EXTERIOR COLUMN V19410 11 ' -2 25/32' I ' 0 1//` �---_ 3'-11�5�16- — 7 SPACES Al PURLIN 5SP 7/32* LOCATIONS 3'-11 15/16' _�s-_' PURLIN 11 11 _ TE LOCATIONSBOLTED CONNECTION SCIIEQULEIJ FIANCE O OUANTIIY BOLT NO• DESCRIPTION NUI NOTAILFLANGE 1 1 C 12 BRACES BRACES 1?Ego C 08 097281 3/Ix?-1/2 8011 AJ2ST G9520 12 097284 3/4X2- 1/2 BOLT A3251 09523 E OB 097282 S/8X2-1/1 BOLT A3251 095231 Ct3l FLANGE BRACE SCHEDULE PART NO• PARI NO• rIEID FRONT/LEFT REAR/RIGHT OIM. 'Y' DETAIL WORK10 005675 1 '-10 1/?' C001 11 005683 2' -1 1 /2' C001 12 005683 2' -4 1/2' C00113 005683 2' -1 1/2' C001 FLOOR11 005683 ?'-I 1/?' C0LINE — I4)} 15 005686 2'-4 1/2' cc = S or r ? 1 •_8• I u I ' 8' L& w Z 42'-g' RIDGE Sv —` — 25' 3' SW A UNIT 1 FRAME ELEVATION AT GRID 2 U NEtISION Np. 1 RfxISION NO. ? PROOU1Ct OF t►� dUllOfaBUILDING ORDER DESCRIPTION- DRAWING IITLf ' DaW' GFIfIVA 1N%' �. �• � rQ„_,�1, 68X45X14 LRF c14K+ DA If 2/IS/4w "AM II' BUTLER MANUFACTURING -� r COMPANY ORDER ENGINEERING ENGINEERED STRUCTURES DURHAM FALL 25/ Roo ( 5L • 3/CLL CROSS .SECTION DRAWING NUMBER, Rf.x. IU TIE 0' GENERAL OFFICES-KANSAS C11►'. MISSOURI SYSTEM T I GARD. OR T I CARD ' OR 80 MPH EXP 8 UBC 97 ERECTION DRAWING D 9 8 04 G 0 8 00 mmim,11 u, ._.. ..._-;1��--.,--1:-�.a.��.y,PtL,��U +�r'` __ �. .. _. ,.. . ... . .._.. _•_. ......,.. . ., ...., ... .>,...w,.o _. ,�n�„w. __.. ,. ._........�.. --- - ._.....__..._..W__i...:..._.._...,..a.,,.�.d....-.....�.+-.......-- - .,La....,,..w....•...s�:-,..._.d.w:..... i flliil�iii,�llrliil�iili�i�Ifitllillililllillll��lll�lllllillllll�1111111!111111!1111!IIIII;I!I!!I111!II11��!1!11I111 11!111 "�,""•.,"".°'"”" Ia.. wY'J..�ia .*".y�,. '"+�•"' �ca:u.+n+.,•ten , Ulf I�lili�lllilli �I�I,II�I111IIIII�IIIIIII11�11111111l�IIIIIIII1�111111I�I�li�l�l;I��iill�i�ll�llll�illlli��lillil !ill��iilliill�l11111111111il�illijiili1111111111� ..LEGIBILITY STRIP - 4 5 6 7 8 9 10 I I 12 I ;j 14 16 17 18 19 20 21 22 � I � � 23 24 25 26 27 26 29 3 _� Z I I I UI HONI 8 10Z ��.�•�.� . ��l��I,.I.��•�.la.J.� �,�.�.1�.�.��:�,�a.,��,��..11�.�I.�.L.�l.�..L�.l .�.LJ.+���. �W I�.U.��a�.�1�.�,.�,1,�.�.1�.,�.�,.1.�.1..�►).,�:�.�.l�,a� .�.�.4.I��..I.,��.t.l•�.�,�..IIrI.I � .��. a�. VIII , Oz ` ...,.�..,.-..�«..�w�,.r,M+.e•�aN.-.�.wywnMriw+....,�h, � ; Ills- 4 PART SCHEDULE t [ ] PART NAME PARI NUMBER PARI LENGTH FIELD . MONK I JI EW CORNER POST V79355 12'-0 3/4' 2''9 1/8• I/4• J? EV ROOF BEAM V79380 IS'-J 1/2' 33 EW ROOF BEAM V19365 20'-0' / SPACES Ai 34 EW INIERM POST Y1937o i 13'- 1 9132' 5'-0 7132• 35 EW ROOF BEAM V79375 32'- 10 1/4' 2 SPACES AT I •_0 1/4' POST V19380 11 ' -10 19/32' 36 3 SPACES /T ?'-1 19/32 EW IMTF.RM 5' -0 1/32' 3 '11 15/16• J7 1 EW CORNER POST Y79JBS 10' 1 1/4' PURL— I N J'-I1 13/16' PURLIN LOCATIONS ' LOCATIONS Q Q g(� FLANGE — iQ 12 ®RACES 7 Q BOLTED CONNECTION SCHEDULE E33 Q FLANGE O OUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL BRACES 1? J7] A 08 097281 3/8x1-I/2 FIS BOLI A3 093233 1 8 04 091282 5/8x2-1/4 801. 1 A3251 095233 LT _ FLANGE BRACE SCHEDULE _ PART NO. PART NO• DETAIL flflD olmFRONI/LEFT REAR/RIGHT _— MONK 5 005650 1'-4 112' cool • iO .0 1 003660 I'-4 1/2' cool i. 8 005673 1 '-10 1/2' cool –— 71 ] !4 ) ^ FLOOR (36 9 005675 2' -4 1/2' C00? LINE W--.- Z V W _ w 2< < < 4 m Z EW POST 25'-0' 25' -0' .4 25'-3' J R I DCE 42'-9' Sv 68'-0' Sv D U C � A UNIT 1 REAR EW ELEVATION AT GRIL 3 �72'05 G ORDFR DESCRIP1I0NI DRAWING lIItf. ' UpW• G1lIfVA IM(•' R[VISIOM N0. I RfY1510M N0. 2 BUIIDER� PROJfCl' Cllr, UAIF 2115/9R M11• Cu1E. PRt)CIUC T OF TIE –� 6$X45X14 LRF DRAWING NUMBER' RfY. • � ww. �� "'�" ��' � ENGINEERED STRUCTURES DURHAM HARoof SI_ 3NCLL CROSS SECTION BUTLER MANUFACTURING�aV� so. C OMPANY OROER ENGINEERING T I CARD . OR T I GARD - PH EXP B UBC 97 ERECTION DRAWING D�� 04 -2608 - 02B n�� GENERAL OFFICES-KANSAS CITY, MI;SOIRI SYSTEM 16295 SW 85"' A\ I \1 I MH�w4.M..+.....•-+�w....-..w.-r.....•�...r.-w.._.r....-ti+.�rw�-..+.,.ww.........•.....-^+^...r•..•.....ww..�.....r....�.�...� A -<.s-.-.,..-n.s .....rf.A..•-....,.p.��........w,•.. .......�......... 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I � I � ( � I � i � i � I � II � i � I � I � I � I � I � , � I , .� I � ilh�,l.��.�l.hl,► li, .�...�.�.l.l��..L�.l.�,��1 �L�.�t..l�,,�.�..�.l.a �J���.I�I�1aL.�..I � I� ! n L_ I T OI MENSiGN Y DIMENSION Y FBND OUT L i.OP OUTSIDE ANGES BRACE '"�-EW ROOF BEAM � / - � r IFLANGEROOF BEAM ROOF BEAM ------�.-..-� -• - 4 oI GIRT ' TWE ' THICKNESS P 0 --- ------- ----------------- --- --------_ -_----------- CLIP---off -' '�---- -�---------.. 4 ° ! 5e) PURLIN PURLIN o i /- �JA , CLIP i BOTTOM / INSIDE m A / (5W56) ` 1111 F---LANGE _w_ ��_-.� � EV POST ------------ ;------------ �r FRAME DESIGN INFORMATION •-`��-�� SIDEWALL COLUMN PART DESCRIPTION BEND UP OIHEN510N Y I_ BE NO UP _ FLANGE BRACE FLANCE BRACE EV USE te) S/e' x 1 1/?' AJ251 ROOF TOP FIANCE - 6' X .250' USE (?) 1/2' X 1 1/4' USE I?) I/2' X I I/4' BEAM USE 12) 1/?' X 1 I/1' POST HI-SIRENCiH BOIL I09/2811 ANO BOTTOM FLANGE - 6' X .375' HEX. BOLT (095085) AND HEX. BOLT (095085) AND HEX. BOIL (095085) AND 5/8' HEAVY HEX. NUT (095233) V19395 - 1/2* HEX. NUI (095032) 1/2' HEX. NUT (095032) _ _ J 238-6 WEB THICKNESS • . 188' 1/?' HEX. NUT 10950321 - _ DETAIL C001 SINGLE FLANGE BRACE CONNECTION 51NGLE FLANGE BRACE CONNECTION SINGLE FLANGE BRACE CONNECTION DETAIL E137 ENOWASL POST 10P COFINEOAD PART DEPTH VARIES 27. 10 20' USE FIRSI HOLE AT PURLIN CONNECTION DETAIL C002 USE SECOND HOLE Al PURLIN CONNECTION DETAIL COG7 USE FIRST HOLE AT SIDEWALL GIRT CONNECTION SLOPE RANGE LIGHT LOAD ROOF TOP FLANGE 6' X .313' - BEAM BOTTOM FLANGE • 6' X .250' V79400 275-7 WEB IHICKNESS - . 120' - LOW END 10 15'-0 3/8' FROM LOW END 140' - 15' -0 3/8' FROM LOW END 10 HI CH END PART DEPTH • VARIES 20' TO 24' ROOF TOP FIANCE - 6' X .315' BEAM BOTTOM FLANGE • 6' X .500' V79405 303-7 WEB THICKNESS - •250' - LOW END TO 19'-10 5/8" FROM LOW END • 140' - 19' -10 5/8' FROM LOW END TO HIGH END PARi DEPTH • 24' EW TOP FIANCE • 5' X . 188' ORNER POS V74355 BOTTOM FIANCE • 5' X IRB' 144-6 WEB THICKNESS - . 120' , PART A PiH - 11 7/8' EW iOP FIANCE - 5' X . 188' - e ROOF BEAM Y79360 BOTTUM FLANGE • 5' X . 188' ' 183-4 WEB THICKNESS - . 120' PART DEPTH • 11 l/B' LW TOP FLANGE • 5' r . 1 88' ROOF BEAM Y79J65 BOTTOM FLAN f • 5' X . 188' � 240-0 WE8 THICKNESS • • 120' • PART DEPTH • VARIES 12' TO 21 31/32' 10 11 ' fW TOP FIANCE • S' X .188' NTERM POS Y79J70 BOTTOM FLANGE ■ 5' X . 188' 1 157-2 WEB THICKNESS • . 120' PART DEPiH • 7 7/8' - �EW iOP FLANGE • 5' X . 188' ROOFBOTTOM FIANCE • 5' X . 188' Y'9J75 75 _ ! 394-2 WEB THICKNESS • . 120' PART DEPTH • II 7/8' EW TOP FIANCE - 5' X . 188' N1ERM POS Y793B0 BOTTOM FLANGE • 5' X . 188' i 142-5 WEB THICKNESS • . 120' a PART DEPTH - 7 7/8' EW TOP FIANCE • 5' x . 188' 3 ORNER POS Y79J85 BOTTOM FIANCE • 5' X . 188' 127.2 WEB THICKNESS • . 120' - PARi DEPTH • I1 l/8' EXTERIOR TOP FIANCE • 6' X .250' COLUMN 60110M FLANGE • G' X .375' V/9J90 i T :4'2 WE8 THICKNESS • . IRB' PART DEPTH • VARIES 12' TO 28' k EXTERIOR TOP FLANGE • 6' X .313' 1 COLUMN BOTTOM FLANC V79410 E • 6' X 500' 134-6 WEB THICKNESS • .181' PART DEPTH VARIES 12' TO 28' .I 1 i r r • ' REVISION NO. 1 RfVIS1001 N0. 7 BUILD(Rrr BvI1OINC ORDER OfSCRIPTIONO i)PAWING 11iIEt Oily. rFIIyVA (Nt,' PRODUCT OF 441E P R O Jf C 1 Mils Opt!• ---/ 68X45X14 LRF CROSS SECTION URA �AIF � 1211 15/1)01 =Mo r.r - (ru.�. n• � • DURHAM HALL 25/ Roof SL • 3NCLL ERECTION DRAWING URAWINI; NultlERr Rf.V. t - BUTLER MANUF• A � TURING ENGINEERED STRUCTURES COMPANY ORDER ENGINEERING TICARD. CR TiGARD . OR 80 MPH EXP © UBC 97 DETAIL SHEET D(J8 - 04 X608 - 02C OBJ I o2c)t tib, 85111 / %TNt 'I uNearr rt• as cur rr, I:ENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM i 33 r w�.�s.v-Mw1,w.v,wlw.r�.•.+.+......,.. ...-.-•+�yw. • rr i �r�gr►r.� -.. 1 1111 IIIfiI��I I�IIIIII) IIII )III ' I I i I I LEGIBILITY STRIP STRIP I _ _ -- 3 4 5 s � e � to I I 12 13 14 � II® II I I I I I I I ( I I I I ( , 1 7 I® 19 20 21 22 23 24 25 28 27 28 29 30 ! I I 01 NONI • 1 OZ k 4 J .111w.1AA o,- ,rt,µ, • r • � �� L BRACE ROU SCBEUULEO PARI NUMBER DESCRIPTION THREAD TURNBUCKLE 1 511017 -290 112 ' ©RACE ROD RH-RH NONE 22'-6' 2 511019 -306 5/9' BRACE ROD RH-RH NONE J 511017 -311 1/2 ' BRACE ROD RH-RH NONE h o �`♦` ���' 8001 8001 �♦\ �iepp, d I 1 511017 -399 I/2 BRACE ROD RH RH NONE i .• ♦i 8001 ' � '� I �' `♦ B00i 8001 ' `. —0< Bo01 5 511017 -396 1/2 ' BRACE ROD R►1-RH NONE �♦ ♦ i 10, eool ♦ � icol 22'-6* i� 22'-6" fool 3 2 UNIT I SIDEWALL BRACING UNIT 1 SIDEWALL GRACING AT GRID A Al GRID D _lJ . eo61 ♦ . tool I ♦ �' as —a-0011 fool ^' I � � � U i LIP, ` foo. ' ♦, n [e00i ] lis-0-0 J, ry 3 , \ ♦ 'r UNIT 1 ROOF BRACING a i "[VISION NO. 1 11(rISiDN NO. 2 E258 ORDER DESCRIPIIDNs DRAWING illl( � DPW, Oft EIYA fNl: 3 a,�• w,� ��— PRODUCT 0� t►f BUILDER, p""�rc,� X45X14 LRF War. f.• B U T L E R MANUFACTURING — • O1IRFIAM HALL of SL + 3/CLL WIND BRACING DRAWING NUMRERI REY. ENGINEERED STRUCTURES ` C OMPANY URGER ENGINEERING 1 I GARD . OR E XP 8 UBC 97 DRAWING It1�L�� tiN K 111 AV!'Nl l!' CtNERAl 0rFICES-KANSA%; CITY, MISSOURI SYSTEM T i GARD. OR Dr)8 - O � ,3 �>Ot� - 0 ;3 OC! a4 .. _ .. -aw.�...w.+_..--v..��...w.+w-...�.w�+�..w.�wr•.+.nw.•+.�...m+.+rr..n.wM-.-+.r.—w.r..+-.w....w.wY-..-..... _.... ... ..� �i: r. ... ... +tea..:n-e..•w....�.. I,Iliiiillilli�ii�iili?!iii!!ItIIIi!iItI11IIlIiil�!11!il!IlIll Ili! 1111 1111 III 11 m i i!' I'•I! Cm ( ! I!I III IIIIIIIIiIl11111i111lI111llillllllillllll�l 11!1111 !1111 IIII!!Il, lllllilll llll�llll�lilllllll lill11111 111i1111111111�i111�1111l1111 111111111 Ilillllll�1111111i1 1111111111 ,.LEGIBILITY STRIP 0 1 2 3 4 s s � 1l1Tr1'iT 1 8 9 1 I I I Ipmmael Cm O I I 12 13 14 ID 17 18 19 20 21 22 23 24 25 28 27 29 310 zI 1I oI HOW 914100 Il �1. , ..� ,�.���a �l�.���1I1 .�.1.►I� I � I 1 I I I I I I 14 I ° o, 14 ; , , 1 I flll � l { 1111111111111 , II i II II III II 111 �i11 11111 1 � 1 11�) ► Ifl lull 111111 I ROD NUT WASHERS 01A. 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PURL IN BRACE LOCATION SCHEDULE •: H Q BETWEEN LOCATION BRACE SECTION RIDGE .� GRIDS DETAIL —I oP BOIIOM DIM• 'B' BRACE _ (: ►IJt It n7� --{It r17t 1 AND 2 F151 (1) 8 0 ll)OS11110 I I 2 AND J F151 (1) B 0 (1)0511110 ,- 1�� l r751 rlol ► � ---- _—. m rasr STANDARD NOTES, 1' I RS0006 REFER 10 DIIAWING B- IOR09/6 FOR PURI IN BRACE PART NUrIOLRS AND IYPI CAL INSTALLATION FOR SLOPE GREATER THAN 0.15x12. :3 1 ( rlol r7s►}' I RSOPOB REFER 10 DETAIL F262 FOR RIDGE. PURL !N BRACE CONNECTION. .1 Y \yJ f731 riot ` fax, rloi --T2 7 Q Al ' i� n xis► --{It} _— rloi 't' rasr o S Z o ry I " ; ' LLJ tl 1 r7si—{It rlol It}-- LS► i ry •1 F-- o1t } 1t _? 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"1111 1111 1111 IIII (III' ll�l III I 1 '( � ( � I...,�.. w Il I I I I I I IIIlllllll(Ililill llilllllllll!111111►IIIIIIIIIIIIIIIIII�IIlllllil�llll!Illlllllijilll�illl�►Ill�llll�lllijlllllllli�lllllllilllllljllillllll!IIIIIIIiI!IIII`IIIIjIIIII LEGIBILITY STRIP O i a 2 3 5 0 I I IZ 13 14 ! 18 17 IS 19 20 r_ I 4 25 28 27 28 29 30 IOmmal CM i 1 I I C>I N�NI SUIOZ q . . .l�l�.��.�l.�l�.,i.�.l�.,�,.1.�,�.��1.�I�. Ll. 1��.� � � i i � f I I ► � I i ! I ( I I I � � i i I i ! � ! � I � ! 1 I � I � I I 1 I 1 � , , I , 0071, IJ l t 1�..i_�I I I I.�i l_11.I..l I I I I.., _1 I I]I USE (2) 5/8' x I 1/2' A3251 H!-ST BOLT :097281` AND USE 12) 5/8' X 1 1/2' A3251 • 5/8' HEAVY HEX. NUT (095233) HI-SIRENGIN BOLT (097281) AND FLANGE I 5/8' HEAVY HEX. NUT (095233) .1 ' LIP ' EAVE STRUT PURLIN PURLIN- L� = ISIMPLE I ~ •� TOP OF SEE "Z RADIUSURLIN DE1Ail .1• a SPAN) I ' [AVEEAVE 1 j J • STRUT ' F152 ow THICKNESS -CLIP 0 F (513029) EArE STRUT -------------- ___--- 1 � •t ROOF BEAM / t C - SECTION DESIGN INFORMATION r 1 • 1 - -—— —— ——— — —•— ———— — -- — — — —— — — —— — ' _ PART DEPTH FLANGE LIP THICKNESS RADIUS R001' BEAM OR ROOF BEAM rl„ [AVE STRUT 510210 2149-1 9 1>2' J 1/2' 11!8' 098' 5/16' ROOF SPLICE r COL UMI e1 F—1GEUSE (1) I/2' X 1 I//' •l;.l AN��..� HEY. BOLT 1095085) AND I/2' HEX. NUT 10950321 •�� DETAIL FI01 SIMPLE SPAN PURLIN CONNECTION DET A'; F124 EAVE STRUT CONN. TD INIERM. FRAME DETAIL F12B EAVE STRUT CONN. TO ENOWALL FRAME DETAIL F151 PURLIN BRAC (0) ROWS (l) ROY TOP - l0) BOYS BOTTOM ;TI '7RAD I US — W 1 - THICKNESS PURLIN BRACE, (TVP.) USE 111 1/2' X 1 1/1' Z - SECT ION DES 1 GN INFORMATION f \ 4 PIDGE RPACE HZ: ,BOLTEX. r1095O S) AND ASSEMBLY B PURLIN • r BUILDING ," PART DEPTH FLANGE LIP iMICKMESS RADIUS • I . 1 •`•� �-- � � � o I � j � - FURL 1141— PURL N PURL 5308/5 769-1 9 I/2' 2 J/1' J/16' .081' I//' � CLIP — - I` (5130291 •� O VOF BEAM i i PURL IM •� USE (I) 1/2' 1 1 1/1' r II HEW. BOIL t0950851 AN I/2' HEX. NUI (0950321 DETAIL F152 PURLIN BRACE Ti TDP ROW DETAIL F257 PURLIN CONNECTION TO EW ROOF BEAM DETAIL _262 RIDGE CHANNEL CONNECTION •ti R� a • •�i yn " r� 1 Ir •I R Rf.YIs ON NO• 1 REIISION N0. 2 rrl, O�II• ` PRODUCT OF Tr{ BVIIGFa, oun,c�! BUILDING ORDER of'iCRIPIIDNr DPArINC IIT1, F - `ipw, (,fif+YA fN', f,rrK� (lArl r !AA'l flOO fi8X45X14 LRF ROUEof. MSM r• B U T L E R MANUFACT U R I N G • DURHAM NALL 25,9 Roof SL 3/CLL SECONDARY STRUCTURALOKAYING NUA1�ERr COMPANY ORDER ENGINEERING ENGINEERED STRUCTUREStO � aaala ••• 1 I CARD • OR 80 MPH EXP 8 U©C 97 DE1AiL SHEET CENIERA4L OFFICES-KANSAS CITY, MISSOURI SYSTEM 1 I CARD , OR �98 - 04X608 - 0 Ih'gt Viµ• KAT)( A��t:Nllt ..,.«. ...,.«w.....,.w............w.....�«...........m, ..r••• :.�.r '�-�+ee:sr.-• �..w..::, ...u...w.,,__ ........,...,.g...,.�..r,1;,,....,;.n.,;Lli. •rte n�.i..••.�.....�.F.�.:t..,,--..-.-„.._...,....1..,.1,•..... 11 I 1 1 ..�f•u.I�{.I+�.11 .j-... .. 1I II�IIII fllililll IIII�II I� III II I � III ILII.I IL II II TILT ILII ILII -.. C� .�e., I I 1 I I I� (I I I1111I11 ! ,►Ifi�lllfli�llJttllllull!{Illiiitlll►I1iIIIII�II1IIIIJIIII�ilit`illlllllll _. ...r ,�v. , r.,� _ J� i LEGIBILITY STRIP o 1 2 3 4 5 6 7 8 9 10 II 12 13 t4 16 17 1819 210 21 22 2- 'IC”' 3 24 25 26 27 2A 29 30 Z I I I of HJNI f 1 OZ s1';', I 4 1 �1�.1,1.�.I,��.�,��.1,��.,�L.�,..� ,�.rL,L.,L1.1 I i I ! I i i I I I I I I I I I I I I I i I � I ! I I I�I I I I I I i I I � I I I I I I ! ►�� ! I I �Z I . FOR CABLE ANGLE PART SCHEDULEINSIALLAI10N SIE • DRAWING 1080944 — [ ] PART NAME PARI NUMBER PART LENGTH FIELD . 12 YORK 12 21 GIRT 550303 055-2 4' -7 1/4' 1 _ - ------- — - - _ _ �I 22 GIRT 550303 187-_2 15' 7 1/4' t'1 - - 23 GIRT 550304 271-2 22'-7 I/4• ,j I 24 GIRT 550301 ?B9 ? ?4' -I 1/4' 28 DOOR HEADER 580273 9'- II 1/2• 3 29 DOOR POST 5BO370 12' -0 1/16' 2 1 30 DOOR POST 580370 1?' -0 1/16' I ooa cone FIELD WORK SCHEDULE UEIAII FIELU WORK DIMENSIONS FCR BASE ANGLEI X044 A • II '-5 13/32' B 6 21/32' C 7/B' INSTALI-ATION SEE .�' DRAWING C104161 D 10'-1 1/16" E 1 1/2' 2 X044 A • 10'-B 13/32' b • l' -3 21/32' C 7/8' 0 10' 11/16' E 11/2' 3 X026 A 8'-II 1/2' B 1 '-0' 1B 0• - 25' -0' 25'-0' •It A (j3 1 ob D STANDARD NOTES, Ws0006 FILL ALL OPEN HOLES IN DDDR PDS, WEBS WIT PIAS( IC SNAP-1 N UN I T 1 F R O N T EW STRUCTURAL E L E V A T I ON AT GRI D I PLUGS (097229) . WS0014 UNPUNCHED CIRTS ARE SUPPLIED AT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16' •i PANEL ATIACHMENI MOLES IN THE GIRT FLANGE. WS0023 I M P 0 R l A N l ti FOR CABLE ANGLE REFER 10 PRONTO DETAIL C047 FOR PROPER GIRT ALIGNMENT. INSTALLATION SEE T DRAWING 1080944 12 12 v — CLOSE-UP N0. I FOR BASE ANGLE INSTALLATION SEE • DRAWING 0104161 w 25' -0' 25' -0' u UNIT I REAR EW STRUCTURAL ELEVATION Al GRID 3 REVISION ro. I REV15 nN NU 2 PRODUCT OF THE 8 110f A' PROJECT' 8�1101NG OROFR OFSCR IPI ION• OPAWING II11 F CQ� GFIF�YA fNG, 77 68X45X14 LRF WALL SECONDARY .•.�'�►.ti.+....►....,�•. •- � _�1�1..l�/ � ="r' OA T F � 12 i I S/�i P. • ~� °� °��+ °'� 8 U T C E R MANUFACTURING • . DRAWING NUMBERS Rf r. ENGINEERED STRUCTURES DURHAM HALL 25i Roof SL 3/CLL STRUCTURAL °,, COMPANY DROER ENGINEERING T I GARD , OR T I GARD, OR 80 MPH EXP B UBC 97 ELEVATION l629S SW ��r'I tNC10 "' CENERk CIFICES-K�NISAS CITY. 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DETAIL FIELD WORK DIMENSIONS 4 X026 A 14'-II 1/2' F— B • 3. 0' — M.f FOR BASE ANGLE Jt' INSIALLAIION SEE •! DRAWING 0104161 r,♦ ..1 FRAME 22'_6' [Trp) 22' -6' — 45-0- (:2b 5'-0'(:2b 3 UNIT 1 RIGHT SW STRUCTURAL ELEVATION AT GRID D r.. UL J_ •r• {coo] ot�1 n I I •j A FOR BASE ANGLE lr INSTAILAI )ON SEE •yt DRAWI"G 0104161 J� .j )FRAME '1 22' -6' j IlyPl 72'`6• 45'-0' • r3 0 (�2D 1 UNIT 1 LEFT SW STRUCTURAL ELEVAT ] ON AT GRID A �t .r RF►ISICN N0. 1 REv151UA N0. 2 RL)ILDfR• rAriJCIRUILDING [IRCf.R OESCRIP110MI OKAYING 1111E [)KY. r•r I I fvA f"r. PROpUC 1 OF THE O A 1 F 1 12 �� f)r•t �A1t G8X45X14 LRF WALL SECONDARY —�L URAYING NU►f3ER� RFV. � � ��••� " ""�" 'r' DURHAM HALL 25/ Roof SL 38CLL STRUCTURAL AUTLER MANUFACTURING - -1� / • ENGINEERED STRUCTURES TIGARD • OR 80 MPH EXP E3 UDC 91 ELEVATION �. - _ r COMPANY ORDER ENGINEERING T I CARO. OR [) j8 04 .,608 0 5 A arcuo fir. taaat� n- CEWRAL OFFICES-KANSAS CITY, MISSOURI SYSTEM I(1 21 SW 8511[ WAIT T 116 1 .1 of 33 ..Air.►..i.....w�1...�...,r..�..wr�.+�.............rA+Jw.�w�..w...t....�.....-�1.-._�..,.....:.1. - ..._ . .� .. , .. ....».-...-....... tr:r,.w►„u1HAMilYfW�wueawlll - .nr6au:u.�llwl.tr....,..u�.i.srorna�. .ulNiae,�±A�Y�i:.•r.l cip+�•r,",• - ! f i I II.IlII{ 1 IIIIIIIIIIii~�III, III,.. ._ I I I I I I I• I I I _,x:i I IUIIi6r,', i , ...,. c + I I 1 � I • I lilllllll Illllilll IIIIIIIII IIIIIIIII'll1111111 1111�11!I'li.;l � ill IIIIIiI II Illllllil 'lili 'I,I ,III ii!I Illilllit Ilii �I�I�IIi�iI ,III!III`li� � iliil �' iililll 'Illllill; !ililllll IIIIIIIII IIIIIIIII IIIIIIIII 111111111 LEGIBILITY STRIP o 2 3 4 5 �► I i I O m m A>.I Cm O 11 12 13 14 16 17 13 19 20 21 22 23 24 23 28 27 28 29 30 I! 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MONK 21 GIR1 S30303 055-2 1'-7 1/1• •'�� 25 DOOR GIRT 550318 072-6 6'-0 3/4' _ 26 DOOR HEADER 580123 17'- 11 1/2' 4 DOOR POST 580250 12'-6 7/16• _ 28 DOOR HEADER 580273 9' - II I/2' 3 1e} 0001 29 DOOR POST 58_0370 12'-0 1/16* 2 1 0000 30 UUOR POS1 5803?0 12'-0 t0 0003 DOOe� OOOe I • (1s _ 00`07 1 617 p c�eo coos FIELD WORK SCHEDULE _ 0??J 01►1 . 0 E I A I L FIELD WORK DIMENSIONS ,. • ry — 1 x044 A • 11 '-5 13/32' B 6 21/32• C • 7/8' ,o O • 101 -1 1/16' E 1 1/2' 2 X044 A • 10'-8 13132' B • 1 ' -3 21/32' c • 7/8' 14 I 1 D • 10' -1 1/16' E • 1 1/2' — n ry __ 3 x026 A 8'-11 1/2' B 1 '-0' — f D03?� DOJ] 1 OOJ7 - D0J7 4 X026 A 14' 11 112" B 3' 0' DOOR 2' 0' 15'0' 8' DIMENSIONS EW FRAME 22' 6' BOOR 5' 6' 9'-0' I 3' 6' DI ME NSIDNS — CLOSE _)P 92 1e'-o• CLOSE- UP # I , M. i .1 .T REVISION k0. 1 q ISION NO. 2 Batt. � PROCMI Dr T►{ BUILDER. PROJECT, BUILDING ORDER OFSCRiPTION, GNAWING IITLF- Duo, GFLErVA Iwt, BWwB e�. DRAWN ' "� --� 68X45X14 LRF c DATE 12/�5�90 B u T E 1; M A N U F A C T UR I NG —� • ENGINEERED DURFIAM HALL 25/ Roof SL + 3#CL L DOOR DETAIL DRAWING NUMBER, REV. gyp• �e' COMPANY ORDER ENDINEERING STRUCTURES ARD . OR SG MPH XP 7 DRAWING CENERAI O«ICES-K"AS CITY, MISSOLJPI SYSTEM T IGARD . OR TIC E B U©C 9 D A INC D�J� r) � JE (� _ rJ f� - Ito')5 `11 `� i 1{ .1\ I \1 I ki 1 tic �y^�A�•a,��.-wr•.r••�.y+.=.���y.y•.•�.�,'r..'• 1•1�P.,wf,�,y,•i ,'1. ....•,..nom••—..•—...��- _.,._�... .._ ..._.-... —. �.gM114d lllflillilIII{i+1111(Ill�IIiIIIlIIIIIIIil111liill{I! !II!!IIIIIl11111 !11111 ! �` �_...,_.�... ._ � 1 l,Ii111i1ii Illllllil�t.1•,1,�,�.,,11�111,�11!{IiIi1 111111111 iiillli IFIIi�I� �i�lliiil 11111111 �il�) iii Ii�Iliilill11i111�11 111111111 111111111 Illlllll{ Iililiiii 111111111 i�iii�li�ii 1111 ii,'i1I►�il� ►iliiii -Till LEGIBILITY STRIP 3 4 5 6 e 1 ( 1 1 O 1 1 12 13 14 , is 17 18 19 20 21 22 23 24 25 26 27 26 29 370 Z I 1 1 01 HONI 941 00 O . 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NUT (095032) + ANGLE ANGIE n THICKNESS 1513318) 0 (513318) DOOR POST 1 C - SECT I ON DESIGN INFORMATION ` R ST (21 3/1• Nuys DOOR ORI?-) II (NUT BY BMC) 1 ' PARI DEPTH FLANGE LIP THICKNESS RADIUS -CI IP ` .� DOOR HEADER \ `• DOOR >tl DOOR HEADER 580123 9' J 1/2' IJ/16' .06?• 5/16' DOOR .• \ 158011e) \ —WIDTH '� — DOOR HEADER 380273 9' 3 1/2' 3/1' .062' 5/16• vI01H CLIP ISIJJ161 _ \ o`er DOOR POST \ HF x. leoli/?o9soe5i// USE (11 1/?' X 1 1/4* �� \ AND 112*BOL NUI 10950311 DOOR POST 380250 9'— J I/2' 7/8' .083' 5/16' HEX. BOIL (095085) AND •\ y� � `\ ;i -- 1/2• HEX• NUT 1095032) DOOR POSY 580370 9' 3 1/2• 7/8• 1 . J DOUR POST BASE CLIP CONNECTION LUW DOOR POST TO EM ROOF HFAM_ DETAIL D001 DOOR POST TO BOTTOM OF EAVE STRUT DETAIL D00 DOOR HEADER TO DOOR POST DEIAIL 0032 UE1AIl Q085 � 062• 5/16• 9' DOOR POST (6'1 EV SF IBACK - l OV SLOPE RANtiE FIANCE /A EV ROOF BM COLUMNIL ORSI INDI.I L LUMN POS! �% Oy ENOVANLOP051 COLCUMNLOR OR ENDVALL POS' J SIDfVALL CI IP (5/31611 S ENDVALL POST _ , 7 COLUMN OR LEC DOWN (Opp CLI IS/316/) CLIP ISIJ1611 � � ENUWAII POST z RADIUS a LEG DOWN LEO DOWN i W GIRT • z I ': • Q W l7 W GIRT o -THICKNESS \ Clai ` J _ _ t �•TT.�� , lJ � �f— w 1 ' -- - CLIP ANGLE w i I i� �i uj N -� Z - SECT ION DESIGN 1 NFORMAT I ON f5'3JiB' ;� N 2 -AV— ---- PARI DEPTH FLANGE LIP THICKNESS RADIUS • ^ — �y �\ I iIElO FIELD SIDEWALL OR E.W. DOOR GIRT $50318 072 6 8• 2 5/8' 1 1/B' .083' J/16• DOOR POST --` \ ^ Yo J' U/1 CIA. I ' 19•) oR 111•) SECT ION e' CIR1 550303 055-2 9 1/2• 2 3/1• 1/16' •060' I/8' �y0� HOLE HOLE ' FRAME • 1 V>! EN_D_BAY OR 1'-10 I!?• 1'-10 1/?' fNO BAY OR � FRAME GIRT 550303 187 2 9 1/2' 2 J//• '16' •060' 1/8' _— DOOR ` ENU SECIIUN END SEC110N GIRT 550301 271-2 9 1/?' 2 3/1' 1/I6' •067• I/1' V � t - -- -_-- ll,F 111 I/7' K 1 1/1' VID1N • GIRT 550301 289-2 9 1/2' 2 J!1' 1/16' .067' I/1' \;• CLIP � FRAME USE 161 I/7' X I 1/1' H[x• N011 10950951 AND s PURL IN / GIRT 530635 ?9J 1 8' 2 S/8' J/1' 060' I/1' USE 111 1/2' x 1 1/1' �. ANGLE NEE. 4) 1 (0950851 J� ISI3JIB) USE 16) I/?' X I I/1' HEX. Rol. 1 (0950851 AND 1/2' HEX. NUI (095032) AND )BOL NUI 109503?1 �� HEX. BOIL 1095085) AND 1/2' HEX. NUT 10950321 1 e 1/2' HEX. NUT 10950321 HI CH DOOR POST TO EW ROOF BEAn f DETAIL QOB6 (6'1 E NDVAL L SETBACK - L OV SLOPI RANGE DETAIL 0005 CONTINUOUS SPAN GIRT—CONNECT ION DEIAIL GOOG OOVOLE GIRT f0 COLUMN CONN. UEIAIL GOO! SINGLE GIRT 10 COLUMN CONN. IVO 1?) BAY BUILDING OR IWO (2) SECTIONEW. SI Of WALL Top .I COLUMN MEMBER CIRT CHANNEL 1513712) FIELD WORK AND INSTALL I V1111 PANEL FASTENERS DOOR )'USI J IDOOR POST CgEVAII OIRIWAII CIR1 ♦ ', \ -DIRT I , ,• ; _j USE (2) 1/?' X I 1//• - 1 i LUSH 1U THIN 141). s 1. Hill T In�6G3G1 \ l—_ T ' W 1/1• MAX. ' AND I/?' ILEX. NUI w �,.-- • T �' t� OUT , �L r GIRT - L1/2�- _—FRIFLD CUI � , / 1USE 121 I/2' x I I/1' AOUND ` BASE I \ I/2' 11(x. NIJI IUDS0321 COL UMN — ANGLE �y l f GPUUWN S I C'1 Hf X. 1If11 E 1(195(09 ANI) �• {}� FRAME FLANGE \ L.,DC. WIDTH 1/2' - - - OR LENGTH �� 4 .) RADIUS CORRECT T11 5-Al--I GNMf-N I -- - --' — \ GIRT CUT TING DETAIL — ALIGNMENT (AVOID THESE CONDITIONS) F- ICIQ WORK SIUEWALI GIR1� ---- -- �— '—� _ ---_-- DETAIL 6019 COLUMN FLANGES WIDER THAN 10' DETAIL 0017 —-- T _- ---------- _ SECONDARY SiRUC1URAl ALIGNM( NI DEIAIL G172 (GIRT CHANNEL 10 DOOR POST CONNECTION DEIAIL G??3 SINGLE Clitl 10 UUON 11051 CONNE-CIION NEE.SE IBOLl/1095085)/AND 1 1/' f HEX.SE 1BOL1/095OR5) IAND USE 12) 1/?' x STOfHALl I/7' NEE• NVI 10950 11 IIEE. BOLI (095085) ANO 1/?' HEX. NUT (095032) SI OEVAII )/?• NEx• NUT 1095032► ' 51DEWALI 1 SIUFNAIL GIRT SIDEWAII GIRT 1 -SIDIUALL GIRT o< I or CQ UMN CI IP (5!3311) I W u T LEG DOWN µ. l . I ENOWAI' GIRT i I GIR1 CIIANNIL (5132171 I F IELO HURT ANI) ' INSTALL WITH PANEL 0 C)= F11G►E►41115. of i ' : POS110 0, ul POST' -i-- -- - - -- w - — -— - _1w u � 2 90 GIP) CHANNFL (513?60) . FI[10 BEND r f ASIIENER$NO INSTALL W1 1H PANEL QCT AND INSTILL ImIICIH�PA)IIELOiey�NIERS. DETAIL G751 6' SW • 9 1/2' fW GIRTS TO CORNER POS) `�Erl . CNR. PUS) DE1All_ G?7J SW GIRT !0 ENDVALL ODOR POST CONN. b' 9fIBACK ENOWAII DETAIL 6261 8• SV GIRT ET ��/'fNOWAIL (NDWAII FR. fW-V/AOJ FW ODOR POV-6' SW Gla( ERROR6' SfTB. , Dau• r,ri I rvA I Nr., REVISION NO• I REVISION MO. 1 BUILDER, pgOJ►CT' PUT LDTNG ORUFA DfSCR IPI104 DRAWING 111LF 'i Y 1 t• pA,i, /<��� �30 Pri00l1C I OF i►/E C( _--� 6BX45XI4 LRF WALL SECONDARr f11 ' nArf � 12/I:/9R MAIN of � � • PO,?HAM HALL 25M Roof SL • 3/CLL STRUCTURAL ELEVATION URAVING Nu►�ER' REV. 9UTL. ER MANUFACTURING ENGINEERED STRUCTURES Is ��, COO culo91COMPANY OROER ENGINEERING TICARD , OR TIGARD. OR 80 MPH EXP B UBC 97 DETAIL SHEET Dr)H - 043608 - 05C 0 r1\'1 \'I 1 CENERFIL OFFICES-KANSAS CITY. MISSOURI SYSTEM e ' 1ilfihl illiiilli ilk! d it 11 Illlli flil 11!1 I (,I 11t � cm : t f ..�,� , !!!�I!,I !,;III► 1��� I��I ► II I I,I �I I -�• . � H im,A IIIIIII�IIiI IIIIIIIIII �IIHI11111111 I��lil►Iliiilillli�Iiillili III±I,iil I!!Ill�lf Ifllllll� (fl�ll�li 1111111/ IIIIIIIIIII�IIIII�I illllllii'lllilllll IIiII�III,�Ii��IIIIIIIIIIiilll LEGIBILITY STRIP o i 2 3 a �Cmm.I cm 10 1 1 li13 14 10 1 -7 IS Ilii 20 21 22 23 24 25 26 27 26 29 30 2 1 I I x1 . , � H11O.1N1 �1 IGILl 11•j z0 IiI. L111i o I I I I I ( I1lll1hh ' �sII � 11111 II � ! 111111 ! �1I � 11111ItL� � Iiia1. 1a.1 �iiJ.i11 ..i��1i_11����Ju� .la111 ! I + I11 ,. ; rti i .. .,......,,,....wa.w++i*•w»,�..+n+�rWWlwlM•�II�V�'»""•...' k 1 "!� USE (U 1/2' X 1 1/4' SIDEWALL HEX. BOLT (095005) AND DOOR HEADER LENGTH 1/2HEX. NUT (095032) DOOR POST LENGTH - �� _ _ 7 • A — .B BOTTOM 'A' i. of - .� DOOR POST DOOR POST 1 1/4• J DOOR .D. J �{ CLIP 1543347) < POST �C' •j ' GIRT LEG DOWN o' x, z a '.• ENDWALL GIRT SCRAP w SCRAP W • J Q ' USE (2) 1/2' X I 1/4 --------- J j _____________________ o a[ iHIM H0. 001II 109ee3e� I � � 1 ————————————————————— O "• AND 1/2' HEX. NUT I z a W ♦ _- J (095032) I = oo I -__� i ♦ < • < O USE 12) 1/2' X 1 1/4' " nI o -w— ----------- CL I P (543396) NE X. BOLT (095005) AND _� _ ^' N on, v+ _--- w— lEG DOW 1/2' HEX. NUT 1095032) _ _ _ _ _ - = OUTSIDE W OUTSIOC -. W.- J W\•-J FIANCE L:o+oz FIANCE DOOR HEADER ODOR POST GIRT CHANNEL (543175) NOTES, INSTALL WITH PANEL FASTENERS. 1 . FIELD CUT DOOR HEADER AND LOCATE 9/16' DIA. HOLES NOTES@ GIRT CHANNEL 154326D), FIELD BEND 90 DEG. AS SHOWN. I. FIELD CUT DOOR POST AND LOCALE HOLES AS SHOWN. AND INSTALL NITH PANEL FASTENERS. 2. SEE 'MELD WORK SCHEDULE' FOR DIMENSIONS. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. DETAIL G?80 8- SINGLE GIRT TO DOOR POST CONN. DETAIL C295 9 112' GIRT TO CORNER POST DETAIL X026 FIELD WORK DOOR HEADER DETAIL X044 FIELD WORK DOOR POST 6' SETBACK ENOWALL W/ SW DOOR 1� + r i r R •I .R 1 99( y r1 I REVISION NO. 1 REVISION NO. 7 `UILOERI BUItDINC ORDFR OFSCRIPTIONI DRW. GFIFYVA FNF,. PROOl1Ci Of THE ►`R0.)F�T1 DRAWING 111lf1 MI!• M�(• � —� V CNK UAiF t 12/15/98 w�•,1.e,rr - MM9�• •. 1 w�M ��1 68X45X14 LRF WALL SECONDARY BUTLER MANUFACTURING —� ENGINEERED STRUCTURES DURHAM HALL 251, Roof SL • 3NCLL STRUCTURAL ELEVATION DRAWINGNUMB1Rf REY. COMPANY ORDER ENGINEERING T I CARD. 1 1 CARD • OR 80 MPH E xP 8 U13C 97 DETAIL SHEET atatlr ��� a4[ats�9�1 GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM OR p98 - 043603 - 05D o :1Vl:Nlll AM a...I�c*��14hr. ,.;d.^,o 5r::,.. . .. ,w~a•-Iro.r;,a.m.rn,. .�; ;• • _ NO , .. 1.w:....„M1•ByliWwWn ....,. 1N.1F /S.xs 4::...'�.1'..u{lr.Hr Wi,Yw'.. r C1d111I1111 1+ + t1 1111I1111 I1111111 l IIII Ifil�!ilil(Illi ILIIfILII ILIIIILII III)II ILII 11111111 L........LEMILITY STRIP IIIII I IIIIIIIII I IIIIII2IIII!Ilil1I3 illi IILI1I,4ILII III� II I LillII lI�LII I Lill1I 7ILII I ILIIII AILII I ILII1�9III I 2I 0ILII I II2II�'1II2II�21111 I IL2II�3ILII I IL2II�4ILI�I NIifrIc'QLI.2I�I;V�t5tL`oi5�lu.l411�r.IYI1''2I. 6IIIII11211� 7II1111121.1%I AFI4AI1IipIhYIdILIi.2I-Ia r9I.;I. .3: m IcT0 II I.I 0.�. I I I 01 MONI I OZ I I I I I I I III I ;4 1 I I ' i I I I b 1 00 _�, ,1� . ,�1�.1.a1 ILII I I , II I � ► IIIII . IIIIIII I � I � ► 1 � I ' � � � : � , � . ( 111111 Illi ) lI 1 , 1 , 1 . 111 , 11 II � I � III , IIII III ', I�_ k WALL PANEL SCHEDULE ID PART EXT . INI . LENGTH DESCRIPTION NUMBER UFF. UFF. W2 027090 108 167-4 BRII M1 CNTRY W►IT M3 027093 108 022-5 BR11 HDR MI CNTRY WHI W4 027463 108 147-5 BRII SO CNTRY WHY W5 027463 108 150-5 BRII SO CwTRr WHI W6 027463 1U8 153-5 BRII SO CNTRY WHY I W7 027463 108 156-5 BRII SO CNTRY WHI 1 W8 027463 108 159-5 BRII SO CNTRY WHY I • + o _ ^ ., •, w ^n n •ryv ryo o n o W9 027463 108 162-5 BRII SO CNYRY MHT •�- 3 ) 1110 027463 108 165-1 BRII SO CNYRY WHI WIT 027453 108 165-5 BRI 1 SO CNTRY WHY i — W12 1 027463 108 158-1 BRII SO CNTRY WHI W13 027463 108 162-5 BRII SO CNTRY WHI W14 027463 108 171-1 BRII SO CNTRY WHY W15 027463 108 Ilt-S BRII SO CNTRY WHY W16 027463 108 1/4-1 BRII SO CNTRY WHY WI7 027463 108 174-5 BR11 SO CNTRY Wt1T WIB 027463 108 177-1 BRII SO CNTRY MHT W19 027463--108- 177-5 BRII SO CNTRY WHY 18' Oi 25'-0- 25'-0' W20 027463 IDR 180-1 BRII SO CNTRY WHI 68'-0' W21 027463 108 180-5 BRII SO CNTRY WHY ' _ W22 02/463 TOB 183-1 BRII SO CNTRY WHY 1 W23 027463 108 183-5 OR] SO CNTRY WHY W24 027463 108 186-1 BRII SO CNTRY WHI . A U c D _ W 2 5 027463 108 186-5 BRII SO CNTRY MHT FRONT ENDWALL PANELING ELEVATION W26 02,463 108 189-5 BRII SO CNTRY WHY AT GRID I STANDARD NOTES, WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WAIL PANELS PER DRAWING 104219 WPOO14 BRIE WALL PANEL-ID-PANEL FASTENERS ARE 097361 (I/4 X 3/4 1-30 TORR SELF DRILLING SCREW) . .1 WP0028 FOR GENERAL BRII WALL PNL INFO. REFER lU THE FOLLOWING DWGS --------------------- ---------------------------------------- 104217 - GENERAL PANELINC INFORMATION 105017 - INSULATION AT TOP OF WALL-SIDEWAI 105018 - INSULATION AT TOP OF WAIL-ENOWALLL 1080854 - WALL PANEL LENGIH CALCULATIONS I I 1080873 - GENERAL INSIALLAiION IURX FASTENERS I I i S' S' i �' s' s' S' WP0030 THE DIRECTION OF ERECTION FOR BUILERIA 11 WALT PANEL IS I I LEFT-IO-RIGHT . 1 I IMPORTANT APPEARANCE ITEM fIElO WORK I1 ................0........ WALL PANELS 5'-0' X 12'-0 FIEtO TRIM INSULATION SO THAT 114FRE IS MAXIMUM Of 3' 1111CXNESS OVIAHEAD DOOR BETWEEN STRUCTURALS AND FLAY SURFACE OF WALL PANEL . WHEN TRIMMING INSULATION. BE CAREFUL NOT TO CUT VAPOR RETARDER, WP0049 BRII WALL PANEL-10-STRUCTURAL TOP/BASE FASTENERS ARE 097365 (#12 X 1 1/4' T-30 IURX SELF DRILLING SCREW) . WPOO116 BRII WALL PANEL-70-GIRT FASTENERS ARE 097365 (012 X 1 114' 1-30 IORX SELF DRILLING SCREW) . ,I •I 22`6 IRYPE 22' .6- 45' -0* 6- 45' -0' w ' 2-U QD i ' RIGHT SIDEWALL PANELING ELEVATION AT GRI D D j i i y REVISION N0. 1 REVISION 40. 2 �+►►t• ,���- PRODUCT OF 114E TE' IlDER. PROJICI, BUILDING ORDER DESCRIP110N• ORW• GFLfYVA ENr,. M11 DRAWING tI ►lf• -�� 68X45X14 LRF CHK. DAIF • 12/15/98 i •• •w4;N•• MM. •r. M� IIm ^moi♦ r �..• ♦ DRAWING NU1�fR� RET. FUNERAL ANUF AC T UR I NG -� • NGINFEREp STRUCTURES DURHAM HALL 250 Roof SL 30CLL WALL PANEL OMPANY ORDER ENGINEERING T I GARP, OR T I GARD, OR 80 MPH EXP B UBC 97 DRAWING t TIM. ti1d1"t' S-KANSAS CITY. MISSOIRI SYSTEM � 1098 - 043608 - 06 00 16245 sw 8511, WUNI 'l • WOW%,, ... Ms +ii+ ELLE Ilfl ILII ILII illl illl ILII 1111 lilt ILII ILII ILII II I IIIIIHIIIIIII ILII III111HIIlIII 1111 ILII 111111111 Illillll( ILII ILII II Iljllli Illljll I I Iilllll Illljllll IIIIIIIII Illljllll Illijllil 1111 Illllilll 1111 ILII ILII II I ILII I I I l I ( I I I Illljllll Illlllill llljl'iii`I��i�llll ;�„ � I I ; LEGI6ILITY STRIP ► e 10 11 12 13 14 Ie 17 Ie IA a0 all ala 2I3 I l l I l IOmm.l cm 24 2S 28 27 28 29 30 1.., :' 1 Z IOI { HONI 6410Z b . . J.� h1,l.�111 l p 00 '7. WALL PANEL SCHEDULE •'j Io PARI EXT . INT. LENGTH DESCRIPTION NUMBER 'UFF. 'UFF. �•` MI 021090 108 150-0 BRIT MI CNIR7 MHT M4 027463 108 147-5 pRli SO CNTRT W►I1 M5 027463 108 150-5 BRII SO CNIRY WHY WB 027463IDB 159-5 BR11 SO CNTRY WHY M9 07146) 108 162-5 BRII SO CNTRY MHT '•' -- HOR SO CNIRY WHY W27 027465 108 018-1 W28 027465 108 018-2 BRII HDR SO CNiRY WHY W29 021165 108 018-6 BRII HDR SO CHIRT MHT S W30 027465 108 032-6 BRII HpR 50 CN1RT WH1 W31 077185 108 035-6 BRII HOR SO CN1R1 MHT • FIELD YORK I I I I --——————————————————————————— -- --- •'' WAIT PANELS 50'-5' x 12'-2 3/8' 9 0' x 10 0- DPENINC OVERHEAD DOOR •'r 25' -0' �S' 0' IB'-0• D b a A REAR ENDWALL PANELING ELEVATION AT GRID 3 •T FRAME 22' -6__ —(1yP) 22' -6- 15•-0- c 1 S LEFT SIDEWALL PANELING ELEVATION AT GRID A 4 t a REVISION M0. ► REVISION N0. 7 BuILDEp, PROJFCI BUILDING ORDER Df5CRIPIION� V M��• PRCx1CT pi TF# ' GRAYING I I f! E ORY• OFl ErtlA FNG-� 68X45X14 LRFCHK' DAfE , 1211519e Nr' memo BUTLER MANUFAC T UR I NG • ENGINEERED STRUCTURES DURHAM HALL 25M Roof SL • 3/CLL WALL PANEL DRAWING NUMBER$ REV. COMPANY OROER ENGINEERING T I GARD, OR 80 MPH EXP B UBC 9 DRAWING GENERA: OFFICES-KANSASLITY. MISSOtiroI SYSTEM TICARD. OR D9y - O43GQ8 - O6A OQ 116 neo� .,«n;... . '�!.•.1�!'rr+•' •• . .., .• ..__ cm III"I'III I1jlloll I1111111I IIIII�IIIllllil{jtj II Illi jlylll�iiii IIIIIlII1�111t11t11 IIItI�III �1111111t �Iltlillt itltlllit lttllillt ttllltt, �Iliitl tltt tttl tt11 Iltt 1111 1111 tttl ltil 111t till Iiil Ilii 111 IIII Itl1 IIII : i Iltl IIII ilil X111 tiii tlll Ilii t t �1 RA LEGIBILITY STRIP o ! a6 I I I I I I I I I I I I 1 I I I I ( It l lilllllll ,� �• �.wlNrrl,.r � I I i e 1 I I f f �� mrn .1 Cm O 1 1 12 13 14 18 17 18 10 20 21 22 23 24 28 26 27 218 219 3'0 p. ZI ( I 01 I P'o G Ioe 1 I s� I Gz (ITI I I I111111 I I 1 i ITI I t I I , 1 11 i IIIIII . 1 t �111111111L1111111111111 , 11111111111111 I .I.I I�.1..�JJl��„ Y "i/ cp cp c _ ROOF PANEL SCHEDULE � i 15'-0- ID PARI qUFF. LENCTH DESCRIPTIONNUMBER HOLE 10 HOLE �►; • � 22' 6' _ 22' R1 027060 615 301-6 OR EA!�E PANEL AI IN 24'-2 I3/I6' •sou TY RP. R2 027061 615 238-5 BRIT CAVE PANEL ALIN 18`11 19/32' R3 027067 615 280-0 BRII SPLICE PANEL ALIN 22'-9 15/16' RI 560175 011 BRIE RIDGE PANEL ,1 w cc cr cr cr or cr or ct cr tr cr or cr cr cr `+ SIANDARD NOTESt RP0005 PRE-PUNCHED PANEL HOLES FOR PANEL TO-PANEL FASTENERS MUST USE f,' LOCK-RIVET 096306 (1 3/32 GREEN WASHER) . 4 a RP0017 ROOF PANEL-10-STRUCTURAL FASTENERS ARE 096932 (11/32 X 1 1/1 LONG SCRUBOII) RP0025 A. FOR ROOF PANEL SEALANT APPLICATION. SEE DRAWING 10296) . B. DIRECTION OF EREr'110N FOR BUILFR1R II ROOF PANELS IS FROM 'v FRUNI ENOWALL 10 REAR ENDWALL ACROSS THE ENTIRE ROOF . 1 J RP0026 FOR ADDITIONAL INFURMAIION. SEE PANEL INSTALLATION DWG 104268. t� —J RP0038 W A R NI N G ............. t PANELS WITH PROIECTIVF OIL COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. •'J Q of ir or cr cr w tr a cr a cr Ir RP0062 ROOF PANELS MUST 8F AIIACHED 10 All ROOF SIRUC IURAL S 10 1NSUPF Tiff STRUCTURAL !N)ECRiIY OF IRE ROOF. THIS INCLUDES ALL PURLINS i� Lli m ADUEO FOR SPECIFIC LOADING CONDITIONS. ETC. ii w I FNOUCH PANEL -TO-STRUCTURAL FASTENERS. CLIPS LIF MR-24/CMR-24) 4 Z HAVE BEEN FURNISHED FOR ALL ROOF SIRUCIURALS. O RPOO70 ROOF PANEL-10-PANEL FASTENERS ARE 091357 (1/1 X 7/8 SELF [rDRILLING SCREW) . LA_ — _� I RPOO73 HOLE 70 HOLE DIMENSION IN THE ROOF PANELSCHfDU' f IS NORMALLY 1• 111C DISTANCE BEIWEEN THE SIRUCIUAL AITAC14MENIS Al EACH ENO OF 11001` PANEL (SEE DMC 000001) . THIS MAY NOT BE TRUE FOR CUSTOM .i PANEL CONDITIONS. • 1 v+ m cr I a or or oc c—r a or N 1 � r� 1 1 li 1 1 1 , i I ' - REVISION N0. 1 DAIJ RECISION N0. 2 PROOMI OF THE RUIIOfR, PRO.IECT• HUILOING ORDER DESCRIPTIONt 00AWINC IIIIIF OR W, r,ti ► VA FNL �, 's. ri •y...ti r111O •�• —�� GBX45X14 LRF CHr, OAIf , 12/15/9N B U T L E R MANUFACT UR I NG ----, • ENGINEERED STRUCTURES DURHAM HALL 258 Roof SL • 311CL L ROOF PANEI DRAWING NUMBIR, REV. COMPANY ORDER ENGINEERING T i CARD. OR T I GARD. OR BO MPH EXP B UBC 97 DRAM NG ' "" `~"'"'' GENERAL OFFICES-KANISAS CITY, HISSOIRI SYSTEM (198 - 043608 - 07 00 16191 tiµ' 85111 A% NU hG 20 of ,:, ..,._ ,.. +;a'.bs,li,M1•,,,„.YNN„111„ ,;4 .+a: - - _ ..�, +..O...M... • „M.,.,. a......a.......,,,. - . Cm wa ,m ,+I+li�li;t;Itlll llllllli) ill) Ilii II!I illi 1111+1111 ILII TIMI ILII III) ILII I ,, I1il II, �,�iillil i , ,.�^'�.�;�aFw�,�,, .�.�,,„,., ,..,:�. gip., _ - � � I I I f � � I ! III � � , �. , �i �.IIIII ����IIII{�I�iI��I,i���I►+'"rllJlllii ►� ii�illl iiillllil IIIIIIIII IIIi1111I ILII ILII IIIIIIIII 1IIIIlill IIIIIIIII IIIIIIIII IIIIIiIiI illllllll Till ILII 11111111 Ililll�ll LEGIBILITY STRIP - O I 2 3 a � IO I I 12 13 14lomm.1 cm I 17 10 19 20 21 22 23 24 25 26 27 2) I 8 29 30 T T 0 -- b � HSN I 9Oy1 0 Z La.,l�l�.� (i��1�1 ��1�lllil � Illllllill ill ! Illll � llil ► Illllllll , 1 , llllllllll ! iTIllll ! � IIIIIIIIItII � ! IIIIIII i , Oz I , Illlllilllllli l I I I��.i.J a.l SEE DRAWING 101551 PANEL TO PANEL PANEL r0 PANEL FOR CUTTER INSTALLATION WASHER1096301) FABIENER. 2'-6' 0. BUILERIB 11 BUTLERIB II ROOF PANEL ROOF PANEL FASTENER. 2'-B' O.C. LOCK RIVET (096306) BURR ll ROOF HEM NUT 1095062) ENOvAII TRIM ENDWALL TRIM l METAL BACKED 1630306) (630307) MASHER (095138 SEE DVC. 1061166- SEE DWG. 1081166 '•, GUTTER HANGER :.4WALL ADAPTER MALL ADAPTER (670077) (430312) (630312) LOCK-RIVET SEE OVO. 1061166 T T SEE DWC. 1081166 (096306) �. I ORM 7-30 \ SELF-DRILL)NO CLOSURE SCREW `IURM 1 JO 10266/81 1067361) 12'-0' 0.0') ;I SELF-DRIVING SCREW PURLIN OR PURL)N OR7 (097361) (2'-0- D.C.) GUTTER YAII CLOSURE EArE 81RU1 EAVE STRUT WALL CLOSURE F (640131) 1 (610131) SEE DMO. 105096 SEE ONG. 105096 SAYE S1RUI BUILERIB II PANEL ;a 8U1lERi8 II PANEL ;-;ITLERIS II PAWL/ s ENDWALL ENOVALL SIDEWALL +' ]- SI OPE RANGE 1/1,12 iHRU 1,17 DETAIL K357 ABLE TRIM LEFT WITH BUTLERIB II ROOF DETAIL K358 ABLE TRIM RICHT WITH BUTLERIB II ROD CUTTER S1 OPERA SEAL W/BRIT ROOF I A / (4•1,1 T A PAN V/ R 1<•),I DETAIL M091 'i .r '1 •r I! 't e i C 2 ' j REVISION NO. 17RFViSION NO. 2 PRODUCT OF THE RUI( DER, PROjFC', BUILDING DROFR OFSCRIP110N, ORAWING Miff DPW, GFIFYVA FNG ---���� YCHT, =cwnx�?__', ]NG - 68X45X14 LRF DATE , 12/15/98 �� ,•" +" ".�•.. M'~ "' °iA"' i'' 0 U T L E R M A N U F A C 7 U ��e ENG I NEER DURHAM HAI.L 258 Roo ( SL • 3/CL L EDGE OF ROOF DRAWING NUMBER, Ncr. C O M P A N YORDER ENGINEERING T I CARD ,TRUCTUR�S T 1 CARD, OR 80 MPH EXP D U13C 97 DETAIL SHEE TMtau i�, GERfRAI OFFICES-KRNSa'•$ CITU, SYSTEM DR D'j8 - 0 4 .lf)08 " 0l A 00Ic,�Ue S\%' K`,1I A\'I NI A c �� �•�1 ( m � 4 LEGIBILITY STRIP M O � 2 3 4 5IOmm'1Cm 7 A 10 I I 12 13 14 1 lI � ! ) ! I1I®Illilll2il I0 I!IIIII2II I1�lli��l2l '2IllllIl2ll I3 III1111211!4III1111211 I5 IIII�iI2I►I6�IIIlII2II I 7ILII 1 II2III'eIIIIIIIII I i(I(I IL3II1 0 ZIP ( I 01 ) b HONI sUIOZ .�-�I�I�1� - . .�,�.a.�,��.�,l�_I..�.�,�.I� !�I a..l.�.l ►_I � I I l � ! + I I i I I ( i I i i I I a ; ~ 1 1 1 1 1 I�i I I I I I I I I I I I I � I i , , l � lila 111111 IMI , IiI ► I ► IIIIIIlilililllll � l► IIIIiII ! ► Ij� -LUT �.141..1...����1.11..1.� 11�► 1 ► I , IIII � I ! ! Ili ! 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Q> O n f0 a> U U O a d C7 u_ LL OLD O O 6 Q> h O U U U U N V= W N N 3 5) N T cm w a a n � Z a' ('I s ao 0 Y N Y Y $ o o a o o a n n n a a � b 0 ar O o x � z z r M d O �CL w 0 `a a o a a o o a n a a a n, o T � m �c.. c m m O J W a p o n n a a w i a o V)F r H ti V Q � lC r N N i=- cr. � a ca >>> _ c yy c N p U (D N c � y y pow a c G >, n N m a �p U N c _ N v w c c V U C L qE 61 N p N C G N Urn_i N Q m 'lL D Fp LL LL U a) a m 'n W) o O Lo 0 qO naC co 00 N o co > U U U U ` U U U U U U Q a (Iaa MamQ. La 8/19/99 Information Summary for Case #: SDR98-00017 1:40:51 PM Activity Hold Updated Activity Description Date 1 Date 2 Date 1 Disp. Level By Updated SDRA007 Application received 9130/98 INC MBR 11/119/98 SDRA050 Application acceptance date 11/19/98 COMP MBR 11/19/9b Decision is scheduled to be issued 1/7/99 and would be final 1/19/99 if no appeals are filed. )Rd225 Approval Final subj.to cond. 1/7/99 VIV 2/19/99 Final appeal date 1127/99. Condition Cond. Stat. Changed Updated Code Title Hold Status Changed By Tag Updated By 0064 ROW(ADDTN'L)DEDICATION Not Met 2/19/99 VIV Prior to Issuance of a site and/or building permit,additional right-of-way shall be dedicated to the Public along the frontage of£W 85th Avenue to Increase right-of-way to 25 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Department. 0001 PUBLIC S/W EASEMENT DEDICATION Not Met 2/19/99 VIV Prior to Issuance of a site and/or building permit,the applicant shall dedicate a public sidewalk easement over the portions of the existing sidewalk that will fall outside of the newly dedicated public ROW. 0041 H2O QUAL FAC INSTALLED ON SITE Not Met 2/19/99 VIV The applicant shall provide an on-site water quality facility as required by Unified Sewerage Agency Design and Construction Standards(adopted by Resolution and Order No.9644). Final plans and calculations shall be submitted to the Engineering Department for review and approval prior to issuance of the building permit. In addition,a proposed maintenance plan shall be submitted along with the plans and calculations for review and approval. 0001 TREES-PRKG LOT REQUIREMENTS Not Met 2/19/99 VIV The applicant shall provide two additional parking lot trees to meet the 1 tree for each 7 parking spaces requirement. This condition may be met if tree 5 and 6 are preserved. STAFF CONTACT: Mark Roberts,Planning Division. 0001 ARBORIST REPORT-TREES 5+6 Not Met 2/19/99 VIV The applicant shall provide an arborist report for trees numbered 5 and 6. This report will need to state that they are not viable for preservation given the proposed disruption of adjoining drip line areas or their existing condition. If an arborist finds these trees to be unviable,the applicant has been required to provide 3 new parking lot trees that should then be considered to Us of equal character. If the arborist report finds that they can be preserved,the site and/or landscape plan shall be revised to preserve these trees. STAFF CONTACT: Mark Roberts,Planning Division. 0057 JOINT ACCESS/MAINT AGREEMENT Not Met 2/19/99 VIV Proposed new parking spaces will also be served from the existing driveway on an adjoining property. For this reason,the applicant shall either record a joint access/maintenance agreement to ensure this access or provide proof of lot consolidation with the adjoining Industrial property. STAFF CONTACT: Mark Robart,Planning Division. 0124 ROOF-MOUNT EQUIPMENT SCREENING Not Met 2/19/99 VIV The applicant shall provide a mechanical equipment screening plan that demonstrates that any rooftop mechanical equipment will be screened due to Its location on the rooftop. Alternatively,the applicant may provide a statement Indicating that no ntlw or existing mechanical equipment will be left unscreened as a result of the proposed site modifications. STAFF CONTACT: Mark Roberts,Planning Division. 0111 BICYCLE PARM;ING SPACES RE00RED Not%let 2/19/99 VIV The applicant shall provide a bicycle rack detail that demonstrated that a minimum of one bicycle parking space Is un being provided. STAFF CONTACT:Mark Roberts,Plannirg Division. 0046 LIGHTING REQUIl'EMEN r5: Not Met 2/19/99 VIV -» The applicant shell prov'Je a security lighting plan that addresses the issues dicussed in the Staff Comments portion of this report. STAFF CONTACT: Jim Wolf,Police Department. �? 0113 BLDG FINAL-SITE IM"PER PIANS Not Met 2/19/99 VIV All site improveme•its shall be Installed and maintained pursuant to the approved revised site plans. STAFF _J CONTACT: Marl.Roberts,Planning Division. 0001 BLDG FINAL REQ'AS H2O FAC CERT Not Met 2/19/99 VIV To ensure cOmplianLIE with Unified Sewerage Agency design and construction standards,the applicant sha!I employ the design unglneer responsible for the design and specifications of the private water quality facility to perform construction and vl;ual observailon of the water quality facility for compliance with the design and specifications,at significant stages,and at completion of the construction. Prior to final building Inspection,the design engineer shall provide the City of T.igard(Inspection Supervisor)with written confirmation that the water quality facility is in compliance with the design and specifications of same.STAFF CONTACT: Hap Watkins,Building Division. Case Notes Notes NO Water Quality Fee on this one. NO Water Quality Fee on this one 8/19/99 Information Summary for Case #: SDR98-00017 1:40:51 PM Case Notes Notes Approved subject to conditions 1/7/99;final appeal date 1/27/99.Approved subject to conditions 1/7/99;final appeal date 1/27/99. Case People Listing Role Type Name/Address Company Name Hold Primary APL JOHN BOUTINEW ENGINEERED STRUCTURE Y 7360 SW HUNZIKER ROAD TIGARD OR 97223 Eile Edit Options Window hielp Exit New C nn To Oo USE EEA � � ® FL Clo:a EditPE GroupAdd Porcal ActiviPno In Fena 1oloion Con�tions 111 Co ro'ncn1�!ne Name: JOHN BOUTINEN- ENGINEERED STRUCTUI Updated: 11-19-98 MBR General Address: 16295 SW 85TH AVE Jur: TIG Description. Master#ISDR90-00017 Project: DURHAM HALL BUSINESS Project Location request to add a 3,020 square foot building addition to an existing structure and add II parking to add this site as part of the adjoining Durham Hall Business Park Lot Area: I 2P,125 sq� Bulding Area: F-3,-020 sqfi Dates Proposed Use: lindustrial Project Valuation: $130,000 Received: _1�Oi' 8 Target: Number of Dwelling Units: �� J J Resolution Number. �- Issued: Zoning I-P F— Expired: Finaled: r 16295 SW 85TH AVE SWR99-00035_ SWR F PACIFIC AMERICAN PACIFIC A Printing Case Summary Report for SDR98.0001-7 --- i Start j i � 0 Al �� QGroupWise •Mailbr,x �FA— PEHMIT'PIAN O'MicrosoftWord�J rt F-- N F-• .I W LL) Copyright 0 1997-1999 Tidemark Computer Systems Inc BI 19x99 All Rights Reserved Eile Fdit Qptions Window Help n oo' Erit L Naw Open T.o Do QDF a EEEG� c� L'B1J A Close Edit Proiact Group Add Clan o Parcel Activ.ry People Foes 4oNetion Conditions Coca Nota. W Site Oevelopment Review -- SDUI98-0001WEI ?( Name: JOHN BOUTINEN- ENGINEERED STRUCTUI Updated: 11-19-90 MBR General Address: 16295 SW 05TH AVE Jur: TIG Description: Master#ISDR90-006 Project: DURHAM HALL BUSINESS Protect r request to add a 3,020 square foot building addition to an existing structure and add Location arking to add this site as part of the adjoining Durham Hall Business Park. ProjFct Location: 1629.5 SW 65th Avenue, west side of B5th Avenue south of Durham Road, i low y` - 16295 SIN 95TH AVE SWR99-000.35 SWR IF PACIFIC AMERICANPAqIFIC A ._�. Printing Case Summary R_._.._eport for SGR9t3.00Oy7.-_ - 1 IOMStart ! 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Q- 00 00 � tT0 D c 0 0 0 m n. a s a s U a O O O a a m o w w w 0 0 a 0 , 0 U w w w a C� O c7 a ti a F- C7 c7 C7 tJ a a Q 2 a V c\l c O a) o '^ U U M ta co To m ° L w o r c3 r o n ca o c� W N a a u 4 C m N N N NQ N N r U �- t— N d F-- J E -0 fn S N C w 9 y g m w $i' a c U U O m �i c m o G U aa�� > 0 a tL c y O $' a 0 J o 3 m o a n c 3 a °a' a v CL 0 OL r b b ° Cc y Q p c> j a n. C] c a S (� p c c p c E U Q y O D O N y c C mO a u rn cr > C C 2 m D LL m a d a < L LL c tL CL C w a 3 a a$ in ii rD ti O M !! 00 N to w Q tp n p O N inO O Ln J 5� N O �., O Y LO N t7 O tD 10 fD O N lD 000 0 0 0 0 0 n n n o In In n n n n o 7i n n(OL OCL CUL) CL t,� n D > > > D D > > > > > D :) p :D > z > > > > > 1 p a m 00 00 m 00 m m m CO m m CO m m m m m m m to m m m m m m CITYOF TIGARD MECHANICAL PERMIT -� DEVELOPMENT SERVICES PERMITM MEC1999-00231 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 5/27/99 PARCEL: 2S 114AO-01104 SITE ADDRESS: 16295 SW 85TH AVE SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ALT FLOOR FU .N: EVAP COOLERS: TYPE OF USE: COM UNIT HEATERS: VENT FANS: OCCUPANCY GRP: F2 VENTS W/O APPL: VENT SYSTEMS: STORIES: BOILERSICOMPRESSORS HOODS: FUEL TYPES 0 - 3 HP: DOMES. INCIN: 3 - 15 HP: COMML. INCIN: MAX INPUT: BTU 15 -30 HP: REPAIR UNITS: FIRE DAMPERS?: 30 -50 HP: WOODSTOVES: GAS PRESSURE: 50 + HP: CLU DRYERS: FURN < 100K BTU. AIR HANDLING UNITS _ OTHER UNITS: 1 FURN >=100K BTU. <= 10000 cfm: GAS OUTLETS: 1 > 10000 cfm: Remarks: Gas piping - move unit Owner: FEES PACIFIC AMERICAN PROPERTY Type By Date Amount Receipt EXCHANGE SYSTEMS PRMT BON 5/27/99 $2.5.00 99-315730 2390 E CAMELBACK Rr "330 PLCK BON 5/27/99 $6.25 99-315730 PHOENIX, AZ 85016 5PCT BON 5/27/99 $1.25 99-315730 Phone: Total $32.50 Contractor: _ HVAC INC 815 SE SHERMAN PORTLAND, OR 97214 REQUIRED INSPECTIONS Gas L - Insp Phone:239-4822 Mechanical Insp Reg #:LIC 50897 Final Inspection ORIGINAL (L N H r—. J Cal 'LO This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those - lies are set forth m OAR 952-001-0010 through OAR 952-001-0080. YOU may obin copies of thPsc �uies or direct questions to OUNC by calling (503)246-91891. Issue By: � 'ylL l �k1 v� �'�- Permittee Signature: �- Call (f J3) 639-4175 by 7:00 P.M. for Inspections needed the next business day 1 -7 Plan Che CITY OF TIGARD Mechanical Permit Appli�.ation Recd Bye �J 13125 SW HALL BLVD. Commercial and Residentia.' Date Recd r TIGARD, OR 97223 - Date to P.E._ (503) 639-4171, x304 ,LrnjR&P 99^C)5yDate coDST Prim or TypeL% Permit Incomplete or illegible applications will not be accepted Called Name of DeveiopmentlPrgiecs) Description , i G ,>'l. 14 A'a 7 L - Table 1A Mechanical Code ori PRICE AMT Job Street Address 5udee A) Permit Fee D -0- 10.00 Address 16 S'ko ageCdyBtate Zlp 1.) Furnace to 100,000 BTU 6.00 � r c( i 4• (( C including ducts 8 vents Name for name of business) 1 N w t ) 7.50 � _� � � ,t la 2. Furnace 100,000 BTU+ Owner =:� - t - fr._•-E�_m r .ct y'�-r i1C "I.4 f)ncluoing ducts 8 vents Mole Add F ` ) Floor Furnace 6.00 ? � ( 4-w including includin vent ._CrStale _ ZI?_ Phone 4.) Suspended heater,wall heater 6.00 T, �z. ..��tS or floor mounted heater Name for name at business) nt not included in appliance permit 3.00 I >i , v�0_v 'VA,u s �� - _ Occupant Mailing Address 6.) Boiler or comp,heat pump,air cond. 6.00 to 3 HP:absorb unit to 100K BUT" City,istafe Zip Pferwte 7.) Boder or comp,heat pump,air cond. 11.00 _ 3-15 HP;absorb unit to 500K BTU" Contractor N` i t -t� 8.) Boiler or comp,heat pump,air cond. 15.00 (Fnor to / � ) ti i^ 15-30 HP;absorb und.5-1 mil BTU" issuance Mating Adare _ 9.) Boiler or comp,heat pump,air cond. 22.50 applicant >`� ;y r b c� 30-50 HP:absorb and 1-1.75mil BTU" must provide all ztalep Zlp Phane 10.) Boiler or comp,heat pump,air cond. 37.50 contractor {Ty'} 1,1 (^` : r l7 r'2 c >50 HP;abscrb unit 1.75 m'18TU" license Oregon Cone Cont. LiaN Exp.0 e 11.) Air handling unit to 10,000 CFM 4.50 Information r1 f E, CiC for COT COT Busness Tax or Metro a Exp Date 12.) Air handling unit 10,000 CFM 7 50 database). " I ,) ' > (_-U Architect Narne 13.) Non-portable evaporate cooter 4.50 Or Mailing Address 14.) Vent fan connected to a single duct 3.00 Engineer c(tyistate Zip Pone 15.) Ventilation system not included in 4 50 appliance permit Describe work New O Addition O Alteration Q1I Repair O 16.) Hood served by mechanical exhaust 4.50 to be done Residential O Non-residential O Additional Description of work 17.) Domestic incinerators 7.50 18) Commercial or industnal type 30.00 Incinerator Existing use of 19) Repair units -450 building or property 20) Wood stove 4 50 Proposed use of 21 ) Clothes dryer,etc. 4.90 budding or property 22) Other units f' 450 Type of fuel-oil O natural gas Q LPG O electric O 23 1 Gas piping one to four outlets / 2 00 -� 1 hereby acknowledge that I have read this application,that the 24) More than 4-per outlets(each) 50 information given is correct.that I am the owner or authorized agent of the owner,that plans submitted are in compliance with Oregon Slate CITY SUBTOTAL W laws. �.. J Signature of Owner/Agent DaM 4x7lq 'i *SUBTOTAL (10 4 A 5%SURCHARGE CoPatfott Natrtr Phone PLAN REVIEW 25%OF SUBTOTAL TOTAL li Ast4nechpmt.doc (rev 9 'Minimum permit fee is S25+5%surcha!ge "Residential A/C requires site plan showing placement of unit OVER-THE-COUNTER (OTC) PERMIT COMMERCIAL MECHANICAL PERMIT CHECK LIST Description of Project: 4f;T� Ptlot o1vi r Class of Work: Floor Furnace: Evap Coolers: Type of Use: C'o rn Unit Heaters: Vent Fans: Occupancy Grp: ^ Vents w/o Appl: ` Vent Systems: Stories: Boilers/Comprsrs: Hoods: Fuel Types - 0 - 3 HP. Repair Units: 3 - 15 HP. Wood Stoves: Max Input: 1 Btu: Air Handling Units CIO Dryer: Fire Dampers: < = 10000 cfm: _ Oth Units: Gas Pressure: H / M / L > 10000 cfm:� Gas Outlets: z No. Of Units: Furn < 100k Btu: Furn >=100k Btu: NOTES: COMMERCIAL INSPECTION ACTIONS FEE MENU —� $ Permit Fee Gas Line Inspection---, $-� Plan Review Mechanical Inspection $ r 5% State Surcharge Cooling Unit Inspection $ Additional permit Fee Shaft Inspection $ Additional Plan Review Fee Hood Inspection $ Inspection Fee Fire Suppr Inspection $ Miscellaneous Fee Duct Inspection Fire Alarm Inspection Fire Damper Inspection REMARKS: Miscellaneous Inspection Fire Alarm Inspection Final Inspectiorl FOR OFFICE USE ONLY. TYPE OF USE OPTIONS(COM=commercial,CMS=winmercial manufactured structure) CLASS OF WORK OPTIONS FOR ALL PEPMITS(NEW=new;ADD=addition:ALT-alteration;ACS=accessory; FND=foundation:OTH other,DEM=demalition:REP=repair,FPS=cite protection system.NOTE,-USE OTH FOR FENCES. RETAINING WALL,DETACHED DECKS,SIGNS, AWNINGS,CANOPIES) i\ovirntr doc(dst) 8/97 l I OWNF-crs .7 i - WAREHOUSE n 1 ^V 3C- S .,=s". 1 _� A:;-. AAL'- n' M1' t �O ! T �.�iv'V=Q - u:�l. �=T ''.`�.c� Sl 1 .�.�`/I-`i. ni."iVl�� •r �, a , `� I '774 S.F. s-rlN(a �� I 7 '� e C ; I T1YER � ` G�--- - — \\ ` G 5LLp, cry I � CLI i'1 b '40 U' `�:%!60'x!C' N��.I moi'I � 7/8" 9,C_:_ �i ^� ' n 0 • � O . C%q Flv r1/ 5/0' :5''P. 5¢G. ^.N C E Es -� OFFICE I OFFICE :103: _._..-_ ALC lI .1 I `SEN V1m AwNI�IG In ON 5 o ��EI-I S EYA�KT plJG1' i HALL I ArDD I T I ON �►I - '� � Forma CF=10E I )MEN r MEN'- '1101 I w " 21150 S.F. H� i ' .B I Flu, I LEASE - SPACE aMECH. n ViGST1HIJL.E 1 , ����g- n K PLACE r.0 I u H =XIS i ING �t irlov6p W-5 -: :BUILDING e T 21065 S.F. i11NCGir STORAGE ^O-X\3 OFFICE f I I I 11� I -` ;I 11a Ill ----NE'A 2'-A'x?'-O• J � I I I I iyINGG%H ,N i�QICQ '� ^'iJ i :F �xIST1.Vfj El -v 0.0VuAIN l.'1G1+AM19��. r1+GIN6 --E ir1`c;cAS ANC AMINO AS NC"=" �-sr - - e SERIES 100 FORM NO.6•F a93 �,2217p INDOOR GRAVITY-VENTED OBSOLETE6SIF191• O'er GAS-FIRED, FAN TYPE UNIT HEATERS FOR PAGE OF MODEL F COMMERCIAL—INDUSTRIAL USE _ DESIGN _.._ P*ER(G,4- G 5 -GAS A N I _ �a�'iV`■ _ �fATIF1ED �,. A � �rrsovte FRONT VIEW �1 REAR VIEW DESCRIPTION NOTE: Model F units for California require the addition of The Reznor Series 100,Model F gas-fired unit heaters are designed spark pilot Option AH2 or AH3. for 80%thermal efficiency for use with either natural or propane gas in sizes from 25.000 to 400.000 BTUH gas input. Model F units are STANDARD FEATURES • Blocked vent shut-off designed for ceiling suspension with a propeller fan for air delivery. • Orifices for natural gas system The units feature art aluminized steel heat exchanger designed with • Aluminized steel heat • 24 volt control voltage venturi-style tubes and crimped seams.The die-formed burners are transformer exchanger of aluminized steel and include flared ports and a stainless steel • Terminal strip connector for burner insert Model F units are designed for gravity venting with a • Aluminized steel burners with 24-volt field wiring vent outlet that may be positioned either horizontal or vertical. stainles3 steel insert • Convenient bottom burner Other standard features on the Model F Series include a manual is 115 volt/60 Hertz supply voltage access match-lit pilot with 100% shut-off and a single-stage, 24-volt gas is 115 volt motor with inter- • Full safety fan guard valve. A terminal strip connector facilitates connection to a field- nal overload a Horizontal directional supplied,remote 24-volt thermostat.Each unit is provided with a fan • Manual match-lit pilot louvers control and r3quired limit safety controls,including an energy cutoff with 100%shut-off • Horizontal/vertical vent (ECO)devictf and a blocked vent shut-off system. a Single-stage combination outlet These units are design-certified by the American Gas Association gas valve • 2-point threaded hanger (A.G.A.) and approved by the Canadian Gas Association (C.G.A.) • Fen and limit safety connuctlone and bear the A.G.A.or C.G.A.label.Model F units are approved for controls • Baked enamel and use in California. (See Note). • Energy cutoff(ECO)device alum nized steel finish SERIES'100 MODEL F TECHNICAL DATA MODEL NUMBER 1 25 1 50 I 75 100 130 165 1 200 1 250 300 400 BTUH Input 25,000 50.000 75.000 100,000 130.000 165.000 200,000 250,000 300.000 400.000 BTUH T lermal Output* 20.000 40.000 60.000 80.000 104,000 132,000 160.000 200,000 240,000 320.000 Gas Cornectlon—Natural+# 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" Size of E tandard Horizontal/Vertical Vent Outlet 4"Rd, 4"Rd. 5"Oval 6"Oval 7"Oval 8"Oval 8"Oval 10"Oval 1 10"Oval 12"Ovr Control Amps(24-Volt) 33 33 33 33 .23 .23 23 .23 20 20 Full-Load Amps(115V) I 0.8 1.3 19 2.8 40 1 4.0 4.0 1 2.5 40 70 to Normal Power Consumption-Watts 60 95 135 195 250 275 300 280 315 $65 Throw at 8'Mounting Ht 35' 39' 48' 60' 69' 78' 85' 96' 108' 120' CFM 380 65t' 980 1250 1600 2200 2800 3360 3800 4840 Outlet Velocity(FPM) ( 423 653 1166 1358 932 1100 1217 1182 1426 1420 0 Motor Standard 1/50 1/35 1/15 1/30 1/20 1/20 1/20 1/6 1/4 1/2 tl1 HIP Optional Enclosed �= 1/15 1/15 1/8 1/8 1/8 1/6 1/6 14 N/A J Motor RPM 1550 1550 1550 1050 1050 1050 1050 650 650 650 Fan Diameter(in l 10 10 12 14 14 to 20 22 22 24 Approx Not Wt.Lbs I 72 79 88 97 132 148 110 204 221 278 Approx. Ship Wt Lbs 89 96 107 118 1 155 172 196 232 249 311 * A G A ratings for altitudes to 2000 feet.Above 2000 feet de-rate by All other information in this table is based on a heater equipped with orifice change.-1%for each 1000 feel above sea level a standard 115 volt motor (The standard motor for a Model 25 is an • C G A ratings for altitudes to 2000 feel.High altitude units(2001 to enclosed motor:all other standard motors are open motors Optional 4500 feet)de-rated by 10%of maximum input enclosed motors are available in 115 volt only) rf Gas connection for propane is I/,"for all saes Sizes shown are for gas connection to a single-stage gas valve.not gas supply line size- NOTE: Not certified for residential use. CIT` C F TI GA R D ELECTRICAL P,ERMT FIERMIT #: ELC9SI0185 DEVELOPMENT SERVICES DATE ISSUED: 04/01/99 13125 SW Hall Blvd., Tigard,OR 97223(93)6394171 PARCEL: 2S114AO-01104 SITE ADDRESS. . . : 16:'90 SW 85TH AVE SUBDIVISION. . . . : Z Oh!I NG: I—P, BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . JURISDICTION: TIG PIr o,j ect De seri pt i on: Install a 200 AMP service/feeder and seven (7) branch circuits. -----RESIDENTIAL. UNIT---- ---TEMPI SRVC/FEEDERS----- ------MISCELLANEOUS--------- 1000 SF OR LESS. . . . : 0 0 200 amp. . . . . . . . 0 PUMP/IRRIGATION....: 0 EACH ADDIL 500SF. . . : 0 201 400 amp. . . . . . . : 0 SIGN/OUT LINE LTC— : 0 LIMITED ENERGY. . . . . : 0 401 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANE. HM/ SVC/FDR. . . 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 ------SERVICE/FEEDER------ ----BRANCH CIRCUITS----- ---ADDIL INSPECTIONS------ 0 — 200 amp. . . . . . : I W/SERVICE OR FEEDER: 7 PIER INSPIECTION. . . . . : 0 201 — 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PIER HOUR. . . . . . . . . . . : 0 401 — 600 r,mp . . . . . : 0 EA ADDIL BRNCH CTRC: 0 IN P,LANT. . . . . . . . . . . . 0 601 — 1000 amp. . . . . : 0 _--.--------------FLAN REVIEW 1000+ amp/vilt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: FEES DURHAM HALL BUS PIARK type amol-tnt by date recpt 16295 SW 85TH AVE P,RMT $ 95. 00 GEO 04/0t /99 99-314160 TJGARD OR 97223 5P,CT $ 4. 75 GEO 04/01 /99 99-314160 Phone #: Contractor: ------------------- ----------- P,HOFNIX ELECTRIC CO $ 99. 75 TOTAL 7379 SW TECH CENTER DR. REQUIRED INSPECTIONS T1GnRD OR 972233 Ceiling Cover F1 pr-t' 1 Service Phone 684----?600 Wall Cover Elect' l Final Reg #. 00052'2 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-00I-0010 through OAR 952-01-1987. You may obtain a repy of these rules or direct questions to OUNC by calling (503)246-1987, F,P V,m i t t e e S i g n a t r-P I i C,d Py INSTALLATIUN The installation is being made on property I own which is not intended for sole, lease, or rent. OWNER' S SIGNATURE: DATE: INSTALLATION ONLY--_.-._._---------------------._ SIGNATURE NLY-------------------------------- SIGNATURE OF SUPIR. ELECINI DATE: LICENSE NO, ++++++++i......f+4-+-1-+4-+++4+1-++++++t+++4-+4+•4•+++++++++.}+++•+++++++.+•t+++++++++4++4-+ Call 639-4175 by 7:00 p. m. for an inspection needed the next bl.tsiness day ++++4............4...........................................................4-+++ MAR-31-99 WED 01 ;38 PM PHOENIX ELECTRIC CO FAX NO, 15036843611 P. 02102 CITY OF T'IGARD Electrical Permit Application Plan Check 4 13125 SW HALL. BLVD. Recd By TIGARD OR 97223 Date Recd Phone (503) 639-4171, x304 Date to P.E. , Inspection 503 639-4175 Incomplete or Type Date la DST p ( ) Incomplete or illegible will not be accepted Permit 4�G�--Q9�/�' Fax(503)684-7297 Called_ 1. Job Address: 4. Complete Fee Schedule Below: Name of Development_.. << CC\\ Number of Inspectlons per permit allowed Name (or name of businessLLa V c1�2c� �.l\ �t�C '4�,, Service included; Items Cost Sum Address �r- L.( `� V-t- 4a. Res)dential•por unit /State/Zi 1 �c Fr- r 1� i000sq.n.or lass $11o.0u Ci 4 City/State/Zi P- � " L�`-' Each additional 500 sq.it,or portion thereol $25.00 1 Commercial Residential limited Energy $25.00 Each Manufd Home or Modular Dwelling Service or Fesdar $66.00 2 2a. Contractor installation vel . --- (Attach copy of. If current Ileen;es) 4b.Services or Feeders Electrical Co r cto - ­V. ` - Installation,alteration,or rolocallon nr 200 amps or less _�, 560,00 ��n l.( ) , A dress p ` v' 201 amps to 400 amps $80,00 _ 2 Ciry r c,_: State C-QC Zip 401 amps to 600 amps $120.00 2 Phone No; -��.t OU 601 amps to 1000 amps 5160.00 2 Job No. %' r - 1 0 d T over 1000 amps or volts $340.00 _ 2 Flec. Cont. Lice. No. ' Lt- Exp.Date Reconnect only $50.00 2 OR State CCB Reg, No­- -5-J '1C Exp.Date 4c.Temporary Services or Feeders COT Business Tax or Metro No._')�n _Ex .Date. _ installation,alteration,or relocation 200 amps or less $60.00 2 Signature of Supr. Elec'n 201 amps 10 400 amps $76.00 2 G 401 amps to 600 amps $100,00 2 over 600 amps to 1000 volts, License No. 14165 Exp-Date see"b"above. Phone No. 4d.Branch Circuits Now,alteration or erlenslon per panel 2b. For owner installations: a)The lee for branch circuits Win purchase of service or Print OWnor'S Name- feeder leo. �r- Address Each branch circuit 2 $5.00 b)The fee for branch circuitq City State Zip without purchase of Phone No. _ service or render fee. First branch circuit $35.00 2 The installation Is being made on property I own which Is not Each additional branch circuit $5.00 7 intended for sale, lease or rent. 4e.Miscellaneous Owner'S Signature (Sorvico or leader not Included) -__ Each purnp or irrigation circle $40.00 2 Each sign or outline lighting _ $40.00 2 _ 3. Plan Review section (if required):" Signal circuil(s)or a limited energy panel,alteration or extension $40.00 2 rt Minor Labels(10) $100-00 �- please check appropriate Item and ranter free in section 5171. - --� 4 or mora residential units In one structure 41.Each additional Inspection oror _Service arx!feeder 225 amps or more the allowablo In any of the above ti System over 600 volts nominal Pur inspection _ $35.00 _ Classified area or structure containing special occupancy Per hour $55.00 oe J as described in N E C.Chapter 6 In Plant $5500 _ tit 'Submit 2 SAIF of plans with application where any of the above apply. S, Fees: /l J Not requlrud for temporary construction services. 5e.Enter total of above foes 5%Surcharge(.05 X total fees) $ NOTICE .Subtotal s 5b.Enter 2594 of line 5a for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Roviow if m ulred(Sec.3) $ NOT COMMFNCFD WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subfofol $ IS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT ANYT�y TIME AFTER WORK 19 COMMENCED. t rust Account N .J(9 Total balance Due s vj3Tsier.c9o.Ar­ nw rnu 4 CITY OF TIGARD SITE WORK h4 46 DEVELOPMENT SERVICES PERMIT A&affm 13125 SW Hall Blvd,7798rd,OR 97223(503)6394171 PERMIT #. . . . . . . .. S I T98-0051 DATE ISSUED: 01/29/99 PARCEL: 28114AO-01104 SITE ADDRESS— .- 16295 SW 85TH AVE SUBDIVISION. . . . : ZONING% I-P DLOCK. . . . . . . . . . .. LOT. . . . . . . . . . . . . JURISDICTION: TIG -------------------- --------------------------------------------------------------- CLASS OF WORK. . :NEWPA 1)1 NG?. . . . . . . . . I. y RESO. NO. .- TYPE OF USE. . . . :COM GRADING?— . . . . . . : y VALUE. . . 22400 EXCV VOLUME: 150 ry LANDscnPING?. . . . : FILL VOLUME: 140 cy SITE PREP?. . . . . . : y ENO FILL?. . . . . . : STORM DRAINS?. . . : y SOILS RPT REND? : IMPERV SURFACE: 7634 sf remarks : Site work for a 3,0 square foot building addition to an existing structure and add parking to add this site as part of the adjoining Durham Nall Business Park. Owner,: FEES __-___-___.__--__-_. JOHN BOUTIN5N- ENGINEERED STRUCTURE type amoi-int by date recpt 7760 SW HUNZII--,ER ROAD PLCK, $ 103. 03 GEO 12/11/98 98-311.45,E TIGARD OR 97223 FIRE $ 63. 40 GEO 12/11/98 98-31 t454 PRMT $ 15!3. 50 GEO 01/29/99 79--31:'' 1.0 Picone 5PCT $ 7. 93 GEO 01/29/99 99-312510 E.ROG $ 80. 00 000 01,129199 91) 31 510 Contractor: -----------------------------ERPU $ 26. 00 GED 01/29/99 99-312510 ENGINEERED STRUCTURES INC ERPC $ 26. 00 GEO 01/29/99 99-31251.0 7360 SW HLJN71RFR DUL% $ 607. 25 GEO 01/29/99 99-31,S-Zlo SUITE 101 WOUN $ 8",8. 5-8 01 E 0 01./29/99 99-.31 :5 10 TIGARD OR 97PP3 Phone #: 968-31. 18 1910. 69 TOTAL Reg #. . : 103613 REDUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavat i on applicable laws. All work will be done in accordance with Fill approved plans. This permit will expire if work is not started Grading within 180 days of issuance, at, if work is suspended for more Strm Drain Insp khan 190 days, ATTFNTION: Oregon law requires you to follow rules 00vert/Catch Pa adopted by the Oregon Utility Notification Center. Those rules are San Sewer Insp vet forth in OAR 952-01-0810 through OAR 952-901-00. Your may Domestic water I ibtain copies of these rules or direct questions to OUNC by calling Final Inspection LLl Permittee Signattire - 4 4-4-4-++4-4++-4.............................................4-++-;..................... roll 17,17139 4175 by 7:00 p. m. fnv- An insp-rtion needed the next business day f +-1 ! ++4-++4-++++++4-4-4,+++++-4-++-I-+4-4-4-4--+.-I-+4--4-+4-+++4 +4-4--+++4-++-+-++++++4-++4.r+-F+4.41++++.M-1-++4-4 CITY OF TIGARD Site Permit Application U125 SW HALL BLVD. Commercial: Complete ENTIRE form �� ` TIGARD, OR 97223 Residence: Complete SHADED areas— ' (503) 639-4171 x304 Print or Type T� �Incomplete or or illegible applications wi 1,Oot bae�ccepted ceaw Project ame Utilities(Complete all that apply Job Ile Address Address Storm Sewer Linear Ft. Sanitary Sewer 3„ p Linear Ft. Owflerr Nllailing Address Fresh Water "' I — Linear Ft. Ci ate Zip Phone - Catch f3asins General Nam Clean Outs Contractor # Prior to permit Mailing Ad ss Describe work to be done: issuance,a copy or all New❑ Ad in on Alteration❑ Repair❑ th licenses are ate ip r) ( Additional Description of Work: required it / expired in COT Stat E" onst ont. FSoard c.# Exp.Hated t+ Ito S ... databa9@ Name Project u rJtrj Valuation $Ti° b •JJ Architect Marlir g Address Plans Required: See Matrii on back 7 ' � O T e follnw:ng,must accompany this application: Ci�yLState Zip P one _ Site plan with Vicinity Map Parking(including j l q ZL_ Showing ALTA compliance ADA)&Ughting Plan a Grading Plan and details lawsqylng Plan to Engineer Mailing Addre s Erosion Control Plan and Retaining uCturts G.' details _ including calculations City/State Zip Phone Site Utility Plan and details A Soils Report r (showing connection to (if required) I t�t f^� O c �J d approved system) _ (excavation Volume /" 1 I hereby acknowledge that I have read this spplitAtion,that the (Soils report tequi ed for>5,000 cu. Yards 11Ct C eor information given is correct,that I am the owner or authorized t cu.yds. agent of the owner,and that plans submitted are in compliance with pre on State laws. _ Fill Volume igna re �wneN gent tate (S_, iIs rt equired for>',000 cu.Yds.) x�" cu,yds. � } Will the fill support a sttu re nta t Per Na a PAontf (Engineer required if answer is yes) YES❑ NO - Retaining structure?(check one) ❑Rock FOR OFFICE USE ONLY L-]CMU Notes: Nd,ee (Concrete [Other Total new impervious area including all Land Use Case# MaprTL# buildings, sidewalks, and paving -31-,,Sq. I I. fro pf) ,ileapp.do c9/97 40 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review is dependent upon submittal of BOTH plans AND a i�"t Mi�\�, application. For an electrical suomittal, the application must contain the"" :` signature of the supervising electrician before plan review will beqC�aadwfd,' }k After plan review approval, Plans Examiner will contact the appt'lt arit�t"-5r additional plan sets for distribution purposes. (Copy for Contractor, City,'., 1lashin ton Gaunt Tualatin Valle Fire & Rescue y� y TYPE OF SUBMITTAIr Plans KEY: Submitted. S (Private) S = Site Work B (New or Add) B = Building F (New or Add or Alt) 3 '0/4 F = Fire Protection System M (New or Add or Alt) 1 N/A M = Mechanical B & M (New or Add) /� P = Plumbing P (New, Add, cr Alt) 2 E = Electrical B & M & P (Ne+v or Add) New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E �7, Alt = Alternation to Existing (New , Add) � Building *B or B & M (Alt) 1 118 & M & P (Alt) 3 'B & M & P & E(Alt) ....���3 NOTES: "Shaded areas designate ALT subrnittals only. I WsWmaxtrix I.dor,07/06/98 ARD January 25, 1999 CITY OF TIO OREGON Braun Intertec PO Box 17126 Portland, OR. 97217 Permit No: BUP: 98-0546 Owner: Durhani/Hall Business Park Protect Address: 16295 SW 85°i Project Lascription: Storage Building Types of Special Inspection: High Strength Bolting The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code,permit documents, and special inspection requirements. Tho owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, Architect, Engineer, and the Contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as Special inspector for this job. Should you have questions, please call me at 639-4171 X 392. Sincerely, J LD G7 LL Robert D. Poskin, CBO Senior Plans Examiner Enclosure 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 — — CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP Date Requested _1_q ' AM PM BLD _ Location l(0 -`j'S> S<�iM Suitte" MEC Contact Person 'jr /o '"*_ Ph PLM Contractor Ph SWR BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Access: s Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling — - Roof Misc: Final PASS PART FAIL -�- --_ PLUMBING Post&Beam Under Slab Top Out _--� Water Service Sanitar,i Sewer Rain Drains _ Final PASS PART FAILMECHANICAL Post& Beam ---- ---- Rough In as Line - -- - Smoke Dampers Final - ----- --- - PASS PART FAIL ELECTRICAL Service Rough In ~ UG/Slab L.ow Voltage fire Alarm _ J Final PASS PART FAIL 0 J Backfill/Grading - Sanitary Sewer SWM Prstn, I ] Reinspection fee of$ _ required before next inspection. Pay at City Hall, 13125 SW Hall blvd Catch Basin I ]Please call for reinspection RE' __- [ ]Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Other Date ! - 1_ Inspector ��`�_ —Ext Firr r,Ag PART AlL 00 NOT REMOVE this Inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP _ _Date Requested _I i' -7C) �� AM G�itk PM BLD Location Ste` '(, Suite MEC Contact Person _ -LA-V"' ' rf� _ Ph i& PLM Contractor Ph SWR BUILDING TerianUOwner ,'al'Y'L ELC Retaining Wall ELR Footing Access: Foundation _ �� ^T- FPS — Ftg Drain Crawl Drain Inspection Notes: SIGN Sl' _— _ SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywi;;' Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: Final -- PASS PART FAIL -- _ PLUMBMM • Post&Beam Under Slab Top Out Water — r r� Rain Drains PART FAIL ANICAL -- Post&Benm Rough In Gas Line Smoke Dampers Final - -- PASS PART FAIL ELECTRICAL -- Service _ Rough In ' UG/Slab Low Voltage Fire Alarm —` Final PASS PART FAIL SITE J Backfill/Grading - - -- Sanitary Sewer r Storm Drain [ ) Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ Please call for reinspectiun RE [ J Unable to inspect-no acce3s Fire Supply Line ADA �j Approach/Sidewalk Date ` Inspector Ext Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 q a BUP Date Requested ` "C ' / �[ AM PM _ BLD Location Suite MEC Contact Person �S �ti� Ph Z f2� -qg2-?_• PLM _ Contractor Ph SWR BUILDING ena Owner `��� ELC Retaining Wall ELR _ Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: Slab Post&Beam - SIT Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing G�' -- Firewall V Fire Sprinkler Fire Alarm Susp'd Ceiling — Roof - DD Misc: Final PASS PART FAIL --- PLUMBING Post& Beam — Under Slab Top Out - --� Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL M E C tAftL Smoke Dampers in AS PART FAIL ELECTRICAL — -- `-- a Service _ Rough In UG/Slab 1 ow Voltage F ire Alarm Final c PASS PART FAILLD M SITE LLl -� Backfill/Grading ^-` ---- Sanitary Sewer Storm Crain ( J Reinspection fee of$ required before next inspection. Pay at City Hal!, 13125 SW Hall Blvd Catch Basin Fire Supply Line ( j Please call for reinspection RE:___ __ _ ( ]Unable to inspect-no access ADA Approach/Sidewalk Date Inspector Ext Other Final PASS PART FAIL I DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP / ,,Date Requested �� AM _PM BLI) Location I c -' � � Suite MEC Contact Person Ph PLM Contractor Ph _ SWR Cy BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Access: Foundation FPS _ Ftg Drain SGN Crawl Drain Inspection Notes: Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing — -- Insulation Drywall Nailing Firewall Fire Sprinkler — Fire Alarm — Susp'd Ceiling -- — Roof Misc: -- -- Final PASS PART FAIL -- — -- PLUMBING _ Post& Beam Under Slab Top Out Water Service — Snnitary Sewer Rain Drains Final PASS PART FAIL — MECHANICAL [lost& Beam Rough In Gas Line —�— — Smoke Dampers Final -- -- - - — P PART FAIL ..._— Service — - - Rough In UG/Slab — — `" Low Voltage Fire M m F -- — PART FAIL C"] Backfill/Grading J Sanitary Sewer Storm Drain [ ) Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin I j Please call for r 'nspectiun RE _ [ Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk 21 Z Date _Inspector__ Ext --- Other Final PASS PART FAIL NOT REMOVE this inspection record from the job site. CITY OF TIGARD DEVELOPMENT SERVICES BUILDING PERMIT 13125 SW Hall Blvd.,Tigard,OR 97223(503)639.4171 PERMIT #. . . . . . . : BUP98 0546 DATE ISSUED: 01/29/99 PARCEL: 2S114PO-01104 SITE ADDRESS. . . : 16295 SW 85TH AVE SUBDIVISION. . . . : ZONING: I P BLOCK. . . . . . . . . . : LOT• . • ` . . . •_._._•_• _JURISDICTION:TIG _ ____ ___________ - _______________ -----_____ RETSSI_lE: FLOORAREAS------_..___- F_XTERIOR WALL CONS'TRUCTI01'! CLASS OF WORK. :ADD FIRST. . . . : 3)060 sf N: 1HR Ss E: W. 'TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS?--•--------- TYPE OF CONST. -.2N % . . s 0 sf N: 5: E: W. orrUPANCY GRP. :S 1 TOTAL----------: 30f.0 sf ROOF CONST: FIRE RET?: OCCUPANCY LOAD: 11 BASEMENT. 1 0 sf AREA SEP. RATED: STOR. : 1 HT- 0 ft GARAGE. . . : 0 sf OCCU SEP. FATED: 11!SMT?; MEZ Z?: ' RF_bD SETBACKS--------- REDU I. r"I....00R LOAD. . . . : 100 ps f I...EFT: 0 ft RGHT: 0 ft F I R SPKL:N SMOK DET. . VWEL.LING UNIT'S: 0 FRNT: 0 ft REAR: 0 ft FIR AL.RM: HNDICP ACC:Y DrDrMS: 0 BATIIr: 0 IMP SURFACE: 0 PRO C:ORR: PARKINGs 0 VALUE. $ : 117600 Remark s : Addintion of 3,820 square foot building addition to an existing structure and add parking to add this site as part of the adjoining Durham Hall Business Park, C]wn er: ------------------------------------------------------- FEES _ -- _---- ---_- r'ArT.FI.0 AMERICAN EXCHANGE type amorint by date recpt E CAMEI_BACK ROAD PRMT $ 74. 50 GED 12/10/98 98--311.454 1'!_IITE .330 P1_CK $ .310. 70 GEO 12/10/98 98--311454 [+inr:NI X AZ 8501E FIRE $ 191. 20 GEO 12,/10!98 98-311/154 Pho•ie it: 888-..350..1.031 CDCB $ 125. 00 BED 01/29/99 99•-31251;' CDCP $ 12'5. 00 GEO 01/29/99 99-312510 !"ontr^actor.: _.__._.._._._.-_....w____._.____.__....._......_...._ EROO $ 64. 00 GED 01/29/99 99--31J'511:'1 FNCINEERED STRUCTURES INC ERPC $ 20. 80 GEO 01 /29/97 99-312510 SW IIl_ihIZILSER PRPC $ 20. !:10 !CEO Ohl /29/99 9 ... 31251.0 SUITE iml Additional fees not shown here. . . . , . • • TTGARDOR 77223 ....___._._..___._.__._____..__.__.____.___.___ __...._._._.._. r'h o n e #1 968-3118 $ 23f,Fs. 00 TOTAL. 103(',13 ---REOU I RED ACTIONS or INSPECTIONS. - This NSPECTIONS. .This permit is issued subject to the regulations contained in the Foot/Found Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Footing Drain R applicable laws. All work will be done in accordance with Framing Insp V) approved plans. This permit will expire if work is not started Insi..tlation 1nsp within 180 days of issuance, or if work is suspended for more Gyp Board Insp •han 188 days. ATTENTION: Oregon law requires you to follow the Bolts in concret Iles adopted by the Oregon Utility Notification Center. Those High strength bo _ rules are set forth in OPO 952-801-1*10 through OAR 952-00101987. 1-1i you many obtain a copy of these rules or direct questions to OUNC Lc�alliq1987.gnat�-:re:++���•+•++4•+ i+i-+-F-F•�-•}•1-+d�•+�•�•+-F+•}+�#•+++....t-h++++•f }•}++• ... +-1-•F••�•. . +++175 by 7100 p. m. fn+ an inIper-tion needed the neat business d`+++4+ CITY OF TIGARD Commercial Building Permit Application Rec'd By_� 13125 SW HALL BLVD. New Construction and Additions Date RecdDate to P.E. S- TIGARD, OR 97223 Date to DST 0 1 (503) 639-41715 PermII# Print or Type Related SWR Incomplete or illegible applications will not be accepted Called(,' �— Name of DeveiopmenVProject JobR.et-j� U.-L- Existing Building New Building p Address Street Address Suite L"JCS I Building Bldg* City/State Zip Data '(dam 3 1 t a ct 77-Z3 Existing Use of Building orlo Name /P�( roperty-,, Property ` ? —' �'� c �t P_t-'M ac Owner 7Mailin`/'g/`Address Suite Pr/o�pfosed Use of Building or(Property: City/Slate Zr,, Phone \\ �' 1�r No. Of Stories: Occupant Name - P � Sq. �Ft. .'0 �P,roject: Name Occupancy Cla s(es) Contractor r--' w ac r' Prior to permit Mallin dress Suite Type(s)of Con tFuctiQA issuance,a copy of all licenses73C-c-WQ are required If City/State Zip Phone Will this project have a Fire oppression System? expired In C.O.T. 7 __ Yes [] _No database �7Z2 Americans with Disabilities Act(ADA) Or6on Cons;.Cont.Board Llc.ar Exp.Date CCE tO Valuation X 25°l0 = $--Participation E Complete Access ility Form Name Project $ Architect -- 4/aluation ` 4- 44�� c Mailing Address Suite "1'9-0 �0�� OD Plans equired: See Matrix for number of sets to submit Cifymrate Zip Phone on back Engineer Na + I hereby acknowledge that I have read this application,that the information C5 C V I�� given is correct,that I am the owner or authorized agent of the owner,and Mailing Address Suite that plans submitted are In compliance with Oregon State Laws, 5(J Signature of Owner/Agent Date Cityl tate Zip hone I i - /Z 9'e F-1 LL is r op on act Person Name Phone Indicate type of work: New O Addllion Demolition O �- � _ -1 Indicate r J 1 D J Accessory Structure O Foundation Only O Alteration O Repair O Other O FOR OFFICE USE ONLY Description of work: Map/T1 itis I/g1*11-�/yB L /t c6--�/7Z �2r 04 NotesO��c� rj Parks: Estimated 0 of E so�c ( � /- 3 a fl TIF: I If the above figure Is not supplied at t e time of application,the city will � p" *1- P7AV- dw_ )50404-e _. calculate the toe based upon the number of parking spaces. __ _ Note: Site Work Permlt Applicatlon must precede or accompany Building (� Permit Application ?, 115, ,V WA 1) 11CONINEW DOC (DST) 5198 l I 140 ` Fel 'l L'>�> 7 S� COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Pian Review is dependent upt rt submittal of BOTH plains AND a COMPLEJEQ-` application. For an electrical submittai, the application,must contain the z signature of the supervising electricianbefore plan re iew will be conducted `•:t3`$ After plan review approval, Plans Examiner will contact the applicant to request'iiiffi ' ti> additional plan sets for distribution purposes. (Copy for .Contractor, Ci#y, ;# Washington Count Tuelatm 1l,:lle .Fire& Res ue k':#p x ' ? ;;.. ' �" - Total# of TYPE OF SUBMITTAL Plans KEY: Submitted S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E3, Alt = Alternation to Existing (New , Add) C Building *B or B & M (Alt) 1 *B—& M & P (Alt) 3 N *g& M & P & E(Alt) W 3 v *B & M & P & E & F(Alt) 3 J NOTES: *Shaded areas designate ALT submittals )nly ', �� �� I klslOnaxtrix 1 doc 07/06/98 SUBJECT: ACCESSIBILITY BARRIER REMOVAL IMPROVEMENT PLAN REQUIREMENT: OREGON REVISED STATUTE (ORS) 447.241. (1) Every project for renovation,alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom,telephones and drinking fountains are readily accessible to individuals with disabilities, unless such alterations are disproportionate to the overall alterations in terms of cost and scupe. (2)Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five percent (25%). 1 Jtier�f'r.( ( r� YALUATIQN of all renovation, alteration or modification being done excluding painting, wallpapering. [1] $ /!!10 multiplye 25% Barrier removal requirement. _ BUDGET FOR BARRIER REMOVAL [2] $_ In choosing which accessible elements to provide under this section, priority shall be given to those elements that will provide the greatest access. Elements shall be provided in the following order: (a) parking $ �{; (0O,a o (b) An accessible entrance: $ (c) An accessible route to the altered area: $ (d) At least one accessible restroom for each sex or a single unisex restroom: c,.-.--&?texl rc;froaR1. (e) Accessible telephones: __ (f) Accessible drinking fountains: and $ (g) When possible, additional accessible elemei its such as storage and alarms: TOTAL: Shall equal line 2 of value computation OP CITY OF TIGARD DEVELOPMENT SERVICES Awaffm 13125 SW HBO Blvd.,77981d,OR 97223(503)6394171 SEWERpJRNT�CTION PERMIT #. . . . . . . : SWR99-0035 DATE ISSUED: 02/12/99 PARCLL: 28114AO-01104 SITE ADDRESS. . . : 1695 SW 85TH AVE SUBDIVISION. . . . : ZONING: I—P BLOCK. . . . . . . . . . L01`. . . . . . . . . . . . . JURISDICTION: TIG ------------- ------------------------------------------------------------------- TENANT NAME. . . . . :PACIFIC AMERICAN EXCHANGE USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 8 CLASS OF WORK. . . :ADD DWELL I140 UNITS— : 1 TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0 INSTALL TYPE. . . . iBUSWR IMPERV SURFACE: 0 sf Remarks: Installation of additional lav, water closEt and water heater. Owners ------------------------------------------------------ FEES -------------- PACIFIC AMERICAN EXCHANGE type amount Ly date recpt 2390 CAMELBACK RD PRMT $ 2300. 00 b 0P./18/99 99-313057 SUITE 330 IDHOENIX AZ 85016 Phone #a Contractor: ----------------------------- OWNER ------------------------------.--------------._ Phone #: f 2300. 00 TOTAL Reg #. . : ------- REQUIRED INSPECTIONS This Applicant agrees to comply with all the rules and regulations Case Finaled of the Unified Sewage Agency. The permit expires 10 days from the date issued. The total amount paid will be forfeited if th,i permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the tower is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in DAR 952-00I-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503)246-1987. Issued Permittee Signatures__.__ +++4..................... .............................................. Call 639-4175 by 7100 p. m. for an inspection needed the next business day ...................I-++++-4........4-+++4.........4...............e+4 ++++++++++++++++++++ CITY OF TIGARD PLUMBING PrRMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : F-ILM99-0031 13125 SW Hall Blvd., Tigard,OR 97223(503)6394171 DATE ISSUED: 0,?11919'2 PARCEL: 2SI1.4AO--01104 SITE ADDRESS. . . : 1.6295 SW 85TH AVE SUBDIVISION. . . . : ZONING: I—P BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . JURISDICTION: TIG a-Ass OF—WORD;. . :ADD GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRPI. . :B FLOOR DRAINS. . . . . . : 0 TRAP'S. . . . . . . . . . . . . . .. 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 1. CATCH BASINS. . . . . . . : 0 FIXTURES---------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 171 SI N1`15. . . . . . . . . : 0 URINALS. . . . . . . . . . . . 0 GREASE TRAP'S. . . . . . . . 0 LAVATORIES. . . . .. I OTHER FTXTURES. . . . : 0 TUB/SHOWERS. . . : 0 SEWER LIKE (ft ) . . . : 0 WATER CLOSETS. : I WATER LINE (ft ) . . . : 0 DISHWASHERS. . . . 0 RAIN DRAIN (ft ) . . : 0 Remarks : Installation of additional lav, water, closet and water, heater,. Owner-: -------------------------------------------------------- FEES PACIFIC AMERICAN EXCHANGE type amoont by date r-ecpt c.-'390 CAMELBACK RD PRMT $ 27. 00 GED 02/19/99 99-313080 SUITE 3.30 5PCT $ 1. 1315 GEO 99-313080 PHOENIX AZ 85016 Phone #: Contract SUNSET PLUMBING CO G LONG ENTERPRISES INC PO BOX 23263A1.) TTGARD OR-97281-3263 Phone #: 45--4926 $ 2P. 35 TOTAL Reg #- . : 012089 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Rol.tgh—in Insp Tigard Municipal Code, State of Ore. Specialty r,,,s and all other Underfloor/Under ___ applicable nderfloor-/Under- applicable laws. All work will be done in accora-ace with Top—oi.tt Insp approved plans. This permit will expire if worth is not started Misc. Inspection within 180 days of issuance, or if worth is suspended for more Final Inspection than I80days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-000I-0010 through OAR 952-000I-0080. You may obtain copies of these rules or direct questions to OX by calling (503)246-1987. C9 LO Issi-ted By .- L, Permittee Signatl.ir-e: 17- ........................j.+++++++-++++.+-++.+++++++++4............................. Call 639-4175 by 7:00 p. m. for An inspection needed the next bi-isiness day ...................4-+............I-+++++-,-.+++++++++++++++.+.++-#.....................4- CITY OF TIGARD Plumbing Permit Application Plan Check# 13125 SW HALL BLVD. Commercial and Residential Recd By -__L� _ TIGARD, OR 97223 Date Recd-J - (503) 639-4171 Date to P.E. Print or Type Date to DST Incomplete or illegible applications will not be accepted Permit Related SWR*mow IZ Called Name of Development/Project fit FIXTURES (individual) QTY.­ PRICE AMT Job , J u QS Sink 9.00 Address Street Address Suite Lavatory 9.00 Tub or Tub/Shower Comb. 9.00 Bldg# City/State Zip Shower Only 9.00 Naft 1 Water Closet 9.00 V Cr' Dishwasher 9.00 Owner M iling Address Suite Q Garbage Disposal 9.00 Washing Machine 9.00 C( /State zip i r Phone Floor Draln/Floor Sink 2" +" )1G t I iX l�l 9.00 Name 3" 9.00 4" 9.00 Occupant Mailing Address Suite Water Heater O conversion O like kind 9.00 Gas piping requires a separate mechanical permit. City/State ZIP Phone Laundry Room Tray 9.00 Name ( Urinal 9.00 Other Fixtures(Specify) 9.00 Contractor Mailing Address 9.00 P(, f ` 9.00 Prior to permit Clty/Slate ZIP- Phone Sewer-1st 100' 30.00 issuance,a copy < 'Vi C_�t f �L J 4-n _)v Sewer-each additional 100' 25.00 of all licenses are Oregon onst.Cont.Board Llc.# Exp.Dat required If ( SL( � -� , 30.00 expired OT Plumbinq��c_t� Exp.[let �. J 1 -a���� 25.00 database r.3 1 I q 30.00 Name x+�N) ( ,�,i-r �I t ,�� ,� Z� � f 25.00 Pte' Architect r Nr:� <E ?- .►!IC'uc ui2F S ice'._, 25.00 Or Mailing AddressSuite r JLC, `rte, 4 f� N ;Anti- 25.00 Engineer city/State Z� Phone 15.00 Describe work to be done: r ,,,,.r New O Repair O Repla with like kind: Yes O No O Any Trap or Waste Not Connected to a Fixture 9.00 Residential O Commercial Catch Basin 9,00 Additional description of work Insp.of Existing Plumbing 40.00 er/hr Specially Requested Inspections 40.00 per/hr Are you capping, moving or replacing any fixtures? Rain Draln,single family dwelling 30.00 Yes O No O Grease Traps 9.00 T- If yes,see back of fobs to Indicate work performed by QUANTITY TOTAL fixture. FAILURE TO ACCURATELY REPORT FIXTURE Isometric or riser diagram Is required H Quantity Total is >9 _WORK COULD RESULT IN INCREASED SEWER FEES. *SUBTOTAL I hereby acknowledge that I have read this application,that the Information given is correct,that I am the owner or authorized agent of the owner,and 6%SURCHARGE that plans submitted are In compliance with Oregon State Laws. Slg uro f Ownor/Agent Dat ""PLAN REVIEW 26%OF SUBTOTAL a ' l ( Required only If fixture qty.total Is>9 TOTAL cai left Panton Name P ons j 'Minimum permit fee is$25+5%surcharge,except Residential Backflow Lv, Prevention Device.which Is$15+5%surcharge �t -All New Commercial Buildings require plans with Isometric or riser diagram and plan review 1:ldsulpkrmapp.doe 71t/9s c PLEASE COMPLETE: Fixture Type Quantity by Work Performed _ _ New Moved Replaced RemovedlGapped Sink Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher _ Garbage Disposal Washing Machine Floor Drain/Floor Sink 2" _ 3" 4" Water Heater Laundry Room Tray Urinal _ Other Fixtures (Specify) COMMENTS REGARDING ABOVE: C J i:�.upum.vn aoe mAe FEB 09 '99 02:05PM ESI, INC„ 503-968-6639 .P,2 .'.L�pSE COMPL TE• f=ixture Type anti by Work:Performed tl; 'AAovod r3 Replaced Removed) Peed Sink t _avato _ tub or Tub/Shower Combination _ shower Only Nater Closet Dishwasher Garbage Disposal Washing Machine Floor Drain 2" 3" 4" Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: rwa�ew.o�.ewi wt ereer►t Name: Accumulative Sewer Tall Psis S'vVR#: Address: This PLMJI: Fixture Value Previous # rc.. usJeff Credits Capped Fixtures Rxtures New Now Capped off value added R added total A. total #s countvalue valves baptistry/Font 4 Bath-Tub/Shower 4 -Jacuz/Whpl 4 Car Wash-Each Stall 6 -Drive Through 16 Cuspidor/Water Aspirator 1 Dishwasher-Commer 4 -Domest 2 Drinking Fountain 1 Eye Wash 1 Floor Drain/sink 2 inch 2 I 3 inch 5 4 inch 6 Car Wash Drain 6 Garbage Disposal 16 Dom Ito 3/4 HP) Comm Ito 5 HP) 32 Ind lover 5 HP) 46 Ire Machine/Refrigerator Drains 1 Oil Sep(Gas Station) 6 Recreational Vehicle Dump Station 16 Shower- Gang (Per Head) 1 -Stall 2 Sink-Bar/Lavatory 2 I` Bradley 5 3 Commercial Service _ 3 Swimming Pool Ater 1 — rr Washer. Clothes 6 N Water Extractor 6 ~ Water Closet, Toilet 6 Urin _ 6 CC TOTALS Total fixture values: �1 divided by 16 = �� _ EDU �"' o� �`'`5 d1 , LA CAX, '--- HISTORY PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLMN EDU# SWR# FLM# Er1U# SWR# CITYOF TIGARD CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BUP98-00546 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 1/29/99 PARCEL: 2S1 14AO-01 104 ZONING: I-P JURISDICTION: TIG SITE ADDRESS: 16295 SW 85TH AVE SUBDIVISION: BLOCK: LOT: CLASS OF WORK: ADD TYPE OF USE: COM TYPE OF CONSTR: 2N OCCUPANCY GRP: S1 OCCUPANCY LOAD: 11 TENANT NAME: REMARKS: Addition of 3,020 square foot building & additional parking Final Building Inspection and Certificate of Occupancy Approved 711/99 by Tom Plescher, Building Inspector Owner. PACIFIC AMERICAN EXCHANGE 2390 E CAMELBACK ROAD SUITE 330 PHOENIX, AZ 85016 Phone: 883-350-1031 Contractor: ENGINEERED STRUCTURES INC 7360 SW HUNZIKER SUITE 101 TIWA.. W8%I7 %3 Reg#: F-- Ln L 1-- J G] C,7 11I J This Certificate grants occupancy of the above referenced building or portion thereof and confirms that the buildings been inspected for compliance with the State of Oregon Spe odes for the , occupancy, and useunp r v%hich th referenced permit was is e B G INSPECTOR BUILDING FICIAL POST IN CONSPICUOUS PLACE CITY OF TIGARD BUILDING INSPECTION DIVISION MST 2441our Inspection Line: 639-4175 Business Line: 639-4171 q BSP Date Requested_^ -7- 1 � J AM PM BLD _ r.ation I (,? [ S- nn Suite MEC it Contact Person ���}� V Ph _t/�C�o --3/1 `�p 6 PLM _ Contractor Ph SWR N Tenant/Owner ELC — Retaining Wall ELR Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: SIT f -- CO S Slab �✓� �� Post&Beam Ext Sheath/Shear _ Int Sheath/Shear Framing _ Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: 4ASS PART FAILNG Post& Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains _ Final PASS PART FAIL MECHANICAL _ Post& Beam — -- Rough In Gas Line ---- --- — Smoke Dampers Final — ---------- — PASS PART FAIL ELECTRICAL --—� — — Service _ Rough In — UG/Slab Low Voltage Fire Alarm _ _—_— _ Final PASS PART FAIL — --- LT Backfill/Grading --` Sanitary Sewer Storm Drain [ ] Reinspection fee of$ —iequired before next inspection. Pay at City Half, 13125 SW Hall Blvd Catch Basin [ )Please call for r inspection RE: _ _ [ )Unable to inspect- no access Fire Supply Line ADA n Approach/sidewalk Date Inspectorwu� Ext -- S PART FAIL DO NOT RErAOVE this Inspection record from the job site. I December 31, 1998 Mr. Robert Poskin, CBO Senior Plans Examiner t ; City of Tigard ' 1 13125 SW Hall Blvd. f0 Od Ir o o N+t' Tigard, Oregon 97223 Design •contraction • Export Dear Mr. Poskin, This letter is our response to the"Building Plan Review" letter we received from you dated 12/17/98 for BUIV 98-0546 (Durham Business Par',). The response or clarifications are noted below or referenced below and noted on the plans. Si�p4ork /1 The structural engineer's report is attached to this letter. En Complhince / ms 5a through 5c for the lighting are attached to this letter. The mechanical contractor will be aware of this. The new windows will be ''/z" insulated clear glass set in aluminum frames with polyurethane thermal breaks and they will comply with General[onnator OSSC, Table 13D as noted on sheet A 3. Firs and Life Safety + Paci(ir Northwest The north wall will be one hour construction as noted on sheets A 3 and + Hawaii 6. The awning includes a tubular steel frame and vinyl laminated polyester • PadNc Rim , fabric. The vinyl polyester fabric meets the requirements for ASTM—E — 84 Class A flame retardance and meets the iJL 48 and UL 214 andards. This is noted on sheet A 5. building knox box will be located at the left side of the front door, 2/. /The between 8 and 10 feet above the ground. i have confirmed the requirements with Eric McMullen at TVFD. See sheet A 5. 4. The hydrant flow test was completed on 12/31/98 and it is attached to this letter. Environmental Air rX 1. Room 115 is the owner's warehouse and we have added a wall louver to "' meet the required natural ventilation as per OSSC, Section 120:3.2.4. See sheet A 3 and sheet A 5. Exit Lighting 1. The placement of the exits complies with OSSC, Chapter 10 and exit 73605WHunAer#101 signs shall be located at each new exterior door as per the Project Notes 5, on sheet A-0 of the drawings. Tigard,OR 9)223 T305 Structural Phone 503.968.3118 1. (2) sets of the Butler pre-engineered huilding, drawings and (1) set of the Fax: 503.968.6639 Butler engineering data are attached. F-mail: esicesiww.rom w« We 5itr www esiww.com crl/IDU17 Deferred Submittal 1. The mechanical. plumbing; and electrical will be submitted by the subcontractors as soon as possible. Please let me know immediately if there are any questions or other concerns. I appreciate your help in expediting; this permit and we will look forward to starting the project soon. Sincerely. .Iohn Boutinen Project Manager J C' �1 J w � _ ♦ v i r-r� December 17, 1998 C� OF 71GAM Engineered Structures Ltd. OREGON 7360 SW Hunziker, Suite #101 Tigard, OR 97223 RE: Durham Business Park Building Plan Review 16295 SW 85th PC#: 12-24c BUP#: 98-0546 SITM 98-0051 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: SITE WORK engineering re� 1. Provide an en on the'� ✓ 9 9 ort P probability of seismically induced soil liquefaction and soil instability. OSSC, Section 1804.3.2 and 1804.5. ENERGY COMPLIANCE t ;=ti 1 Submit Completed Energy Compliance Forms 5a through 5c, Oregon =l r Non-Residential Energy Code. 2. Your energy forms indicate the new construction will comply with OSSC, Section G 1312, Exception 1.1. Please inform your mechanical contractor on this decision. 1 l� 3( ?�New windows in the existing building shall comJp�ly with OSSC, Table 13 D, , provide details. LC 09 (L rFIRE AND LIFE.SAFETY s e f�46 l _V/ 1. The north wall shall be protected by one-hour construction, provide details. OSSC, Table 5-A. 2. The canvas awning does not com witl�the regyirements of O C, Section 603. Provide alternate. ( ss r m ,�7 ti0 a k,,111At,,�., e �( q f r� 1ys k 1 c%tv 3. Provide a knox box at a location approved by Tualatin V94ey Fire Departrgent. _1!Please cc�nt�ct Mr ullen a TVFD, x526-2469. Cf`�' 3 ,,u "C',0�C,'t�auee (� .�,e you((r o1 12/z3 or ' ,...T r7 �o 4. Prior to the issuance-of your permits, provide a hydrant flow. Upon completion, — return the attached form to my attention. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 Durham Business Park Building Plan Review PC#: 12-24c BUP#: 98-0546 Page #2 ENIVIRO MENTAU-AI The owners storage area doesn't appear to comply with OOSSC, Section ^� 12)003.2.4. Provide details. -� EXIT LIG TING :fi. ,, ... . dv. r: c �~ 1570 f fib.% f7- Ici �� Show how you will comply h OSS C, G�(iapter 10. TRUCTURA 2�c,l./Provide truss details. , DEFERRED SUBM17 1. Mechanical, plumbing and electrical. Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, dL��L(� / ,4.1 Robert Poskin, CBO SENIOR PLANS EXAMINER uwrtusr?�<x:urn Nieuwe mMwciac ooc R: N J G] C7 1 _J LEWIS & 1;1 VAN VLEET I nr or p rej[etl principals i hris c.van vleet. p.e. r)aryj. Iewls,p.e. December 31, 1998 MEMORANDUM TO: John Boutinen, Engineered Structures, inc. FROM: (' n, Lewis, P.E. RE: Durham/Hall Business Park Liquefaction Potential At your request, we have reviewed the Oregon Department of Geology and Mineral industries Relative Liquefaction Hazard Map for the Durham/Hall Business Park site. The site, as well as most of the surrounding land in the 'Tualatin River Valley, is listed as Category 3 on a scale of 0 to 3 for liquefaction hazard. Category 3 is the greatest hazard area for liquefaction, and is defined in the ab.,,tract for the map as being an area with a thickness of liquefiable material (for the scenario earthquake) greater than 20 feet where the water table is 15 to 30 feet deep or areas with liquefiable material where the water table is less than 15 feet deep. We hope this information is suitable for your needs and the needs of the City. We have attached a photo copy of the map with the site circled. Please do not hesitate to call if you have any questions. NEnclosure �D PRO GJL:kmc 15 9 i r,, JAMES Exp10es 12/31/0 0; l consulting engineers 18660 s w. boones ferry roar) tualatln. nregon 97062 (5031 885.8L05 phone [5031 885.1206 fax December 17, 1998 WY OF 71GARD Engineered Structures Ltd. OREGON 7360 SW Hunziker, Suite#101 Tigard, OR 97223 RE: Durham Business Park Building Plan Review 16295 SW 85th PC#: 12-24c BUS r#: 98-0546 SIT#: 98-0051 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: „q SITE WORK 1. Provide an engineering report on the probability of seismically induced soil Y"- J OSSC, instability.and soil liquefaction Section 1804.3.2 and 1804.5. Q Y EN ERGY:rr;MPLIANCE 1. Submit Completed Energy Compliance Forms 5a through 5c, Oregon E,(! Non-Residential Energy Code. 2. Your energy forms indicate the new construction will comply with OSSC, Section 06-1312, Fxception 1.1. Please inform your mechanical contractor on this decision. 3. ©,LNew windows in the existing building shall comply with OSSC, Table 13 D, provide details. FIRE AND LIFE SAFETY ., 1. The north wall shall be protected by one-hour construction, provide details. OSSC, Table 5-A. J12. The canvas awning does not comply with the requirements of OSSC, Section 603. Provide alternate. 3. Provide a knox box at a location approved by Tualatin Valley Fire Department. Please contact Mr. Eric McMullen at TVFD, 526-2469. (4.' ) Prior to the issuance of your permits, provide a hydrant flow. Upon completion, return the attached form to my attention. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2.772 Durham Business Park Building Plan Review PC#: 12-24c Bt1P#: 98-0646 Page#2 ,EN VllKPNMENTAL A1R`, rt The owners storage area doesn't appear to comply with OSSC, Section 1203.2.4. Provide details. LIG TING -x W1, 5 Show how you will comply with OSSC, Chapter 10. f� 1. Provide truss details. DEF RED SUBMITITA Ili * ti �' `'€tu �' 1. Mechanical, plumbing and electrical. Please submit three copies of revised submittal documents and s letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, d-u �0)"61•fv Robert Poskin CBO SENIOR PIANS EXAMINER uwuun^.vwue,Hrwnrw m.vcinx.n�. d (Y N N H J W W J CFTlc' OF TIGARA, OREGON 1150 Hydrant Flow Test Report Location: Date Test Conducted By: Time Representative of: Witness: State purpose of test: Consumption rate during test: Pumps used in test Yes ( ) No( ) How many? Hydrant Flows: A/1 `_AR A/3 A/4 Nozzle Size:_ Pitot Rr,ading: _Discharge Coefficient: _gpm Static: B p3: Residual: B psi Projected results 20 psi residual gpm or @ psi Residual gpm Remarks: ~ Lcwation map: Sbow tine sizes and distance to w=cross connected fine-Sbow vahms:ted bydraw branch size. m Inek2te(NORTH).show flowing hydrants-Labels AA -AR-A/3 A/1,show location of static and residual-Label LD .B w 1Submit this form to the City of Ti and Building Department, "ATTN" Plan Review. 1312 SW J Hall Blvd.. Tigard. Oregon 97223- (503) 639-4471 i COUNTYWIDE TRAFFIC IMPACT FEE CITY OF TIGARD PAYMENT OPTION FORM OREGON Date ' .—�_ Site rest,, Project Name Plan Check# I realize that I must make a derision on payment of the Traffic Impact Fee (TIF) at this time. Therefore, I request the following (choose whichever option or options are applicable): JCash or Check ❑ Credit Voucher ❑ Bancroft or Installment Payments UP ❑ The Ordinance allows for deferral of payment of the TIF until issuance of the occupancy permit if the TIF is greater than $5,000. If the TIF meets this requirement, I also request this option. I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF will be recalculated based on the prevailing rates at the time of payment. Please be advised that TIF rates may increase up to six percent each July 1 st. This rate increase is not subject to appeal. NER/APPLICANT OWNER/APPLICANT C' Building Permit File Payment Option Notebook afsrsvrtsuh sn� 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD (503) 684-2772 • Jan.2�1 '99 14:50 Euterpe Inc. FRX 15037492715 P. 1 -. OLSEN/BOIRE, INC. 2791 Pence LP#12, SE ��� Professional Engineering Services Salem, (5 3 02 Phone: (503))3E355 -8658 Fax: (503)385-0315 _- January 21, 1999 Post-It`Fax Note 7671 �aie - pagea� s' To from It,_r, John Boutinen h 1 Engineered Structures, inc. coCo. onepl. I D� -�, O 7360 S.W. Hunziker Suite#101 P"�^�« Phone S t) 3G ` J.` Tigard, Oregon 97223 Fax" 3 - 717 FAX Durham/Hall Business Park(New Building Addition) Bearing Capacity Determination and Liquefaction Evaluation Tlgsrd,Oregon Dear Mr, Boutinen: At your request, we have completed a Bearing Capacity Determination and Liquefaction Evaluation for the above-referenced project. The following report details our findings and conclusions. 1.0 BACKGROUND The project will consist of constructing 3 new building at 16295 S.W. 85`h Street in Tigard, Oregon, as an addition to the existing development. The building will be a one- story, steel-frame structure with isolated columns and a slab-on-grade floor. The building will have a footprint of ±3,000 square feet, and will serve as an addition to the existing facility. Olsen/Boire, Inc. was retained in mid-January to provide a bearing capacity determination and liquefaction analysis. Our scope of work was described and authorized verbally. } 2.0 SITE EXPLORATION METHODS J Subsurface conditions were explored on January 15, 1999, by excavating a single exploratory Test Pit at the site with a rubber-tired hoe. The Test Pit was located immediately north of the existing pavement area (in the lawn), and only one Test Pit was excavated to avoid conflict with existing structures. Soil profiles were recorded and c )servations regarding soil consistency and apparent strength made. A site plan showing the test pit locations is attached (Figure 1). 3.0 SITE CONDITIONS 3.1 Surface Conditions Most of the site is covered by existing buildings, a communication tower, asphalt pavement and landscape areas. In general, the site is flat. Access is good. 3.2 Subsurface Soil Conditions The soil profile encountered in the Test Pit is detailed in the attached Test Pit Log. The following is a summary of the subsurface soil conditions: (Fill, 0 - 2.5 feet): Typically, the soil profile contains t2.5 feet of fill consisting of brown, moist, very friable, low plasticity, sandy silt. This fill was likely generated from previous developments since the material is similar to the native (underlying) soil. The fill is likely not present under existing pavement areas (where a large portion of the future building will be located). Rather, the upper material in these areas probably contains fill consisting of baserock. However, this could not be confirmed. (Silt with Sand, 2.5 - 8.5 feet): Brown, moist, very friable, medium stiff, low plasticity, san,ly silt. Shear strength measurements made with a Torvane shear device indicate an undrained shear strength of 0.3 to 0.4 tsf between 3 to 4 feet. However, this measurement is likely a conservative estimate of the soil strength due to the low plasticity nature of the soil. The soil will be very sensitive to disturbance. (Sand, 8.5 - 11 feet): Gray, moist, medium dense to dense, slightly silty sand. The sand is cleaner with depth. The Test Pit sidewalls remained stable, indicating a "dense" consistency. 3.3 Ground water At the time of our investigation, ground water was encountered in the exploratory Test Pit near 11 feet. This depth is believed to represent the static water table elevation. 3.4 Other Explorations We were provided deeper exploratory boeholes that were conducted for recent work at the Tigard High School Swim Center'. Soil profile and ground water information detailed in those borings were found to be very similar to the subsurface conditions encountered for the subject site. The Tigard Swim Center site is 6 to 8 feet higher in LL elevation than the subject site, which explains some of the depth/thickness differences in the soil conditions. The boreholes are relatively shallow (21'/: feet), but appear to have been +.erminated after relatively dense formations not susceptible to liquefaction were encountered. Report of Geotechnical Engineering Services, Tigard High School Swim Center, Tigard, Oregon, January 13, 1998. DurhamRlal Bu%k~Pak(New Building Addition) Prated 99105 Bearing Capacity EWerminatlon and Liquefaction Evaluallon Jarmary 21, 1M Tigard,Oregon Olsen/Wre,Inc. Jan.21 '99 14:51 Euterpe Inc. FR.? 15037492715 P. 2 4.0 BEARING CAPACITY DETERMINATION Our investigation and analysis indicates the proposed structure could be adequately supported using spread footings. We recommend the footings be designed using an allowable bearing pressure of 2,000 psf. This value may be increased by one-third for transient load conditions (i.e. wind and seismic). This value assumes the footings would be constructed on granular fill that extend below any site fill to undisturbed material, as discussed below. We were not requested to provide any details regarding site preparation or any other slab, drainage or foundation design Information, except as provided herein. However, it is important to note that the silt near the proposed foundation level is a low plasticity soil that will be susceptible to disturbance, especially when wet. For this reason, we strongly encourage all excavations be completed with a smooth bucket and that the footings be overexcav,ted at least 8 inches. The overexcavation should be replaced with a compacted, clean, baserock to protect the underlying soil from disturbance. 5.0 LIQUEFACTION EVALUATION The silt, between the soil surface and a depth of t8,5 feet, is not susceptible to liquefaction due to the plasticity, stiffness, and lack of free water. The sand below the silt layer to a depth of t11 feet is also not susceptible to liquefaction due to the obseried density and lack of free water. The liquefaction potential of the deeper soil (below a depth a of t11 feet) was analyzed using information from the deeper soil borings using the theorized procedure established by T. Leslie Youd (1993). Our analysis of the Standard Penetration Tests (SPT's) indicates that liquefaction is not likely to occur. It is possible that a high intensity, long duration seismic event could cause some liquefaction within deeper soil layers If lenses of loose, saturated silty sands are present. However, the weight of the proposed structure and loads imposed the shallow footings would likely not be affected by this liquefaction (i.e. a bearing capacity failure is improbable), because of the depth of the possible liquefaction zone and the small foundation loads. Any liquefaction that may occur would be general to the entire site, but should cause differential building settlements of less than %-inch. It has been a pleasure assisting you with this phase of your project. Please call if you have any questions, rJ PROFFff� Sincerely, �S G1NFf oy OI en/Boire, Inc. 0 Todd o e, P.E. TODD EXPIFIE9 12/31(�� Durfiam/HaA Dualns•Park(New Building Ar 111) PralW 99105 Bearing capacity Daterrrimllon and Hquerecllon EvWumtKr January z1.1999 Tigard,Oregm GhardBdre,Inc 3 f Tai .21 '99 14:52 Euterpe Inc. FAX 15037492715 P. 3 r_ f-- Lr J co W J • Jan.21 199 14,52 Euterpe Inc. FAX 15037492715 P. 4 t - ------� :; dw •I: ------------ A Zk ..�. U� U) LJ . . :�; t ,: f i �� : :CO ;; : : �. J' Jan.21 199 14:53 Euterpe Inc. FAX 1_337492715 P. 5 1 TEST FAIT LOG I 1 TP-1 1/15/99) _ Depth JLeSD Soil Profile Description 0- 2.5 FILL: Crown, moist, very friable, low plasticity, sandy silt. 2.5 - 8.5 SILT: Brown, moist, very friable, medium stiff, low plasticity, sandy. 8.5- 11 SAND: Gray, moist, medium dense to dense, slightly silty (cleaner with depth). Notes: '. The surface fill appears well-compacted. The material is similar to tha native (underlying) material and was probably generated from previous developments at the site. 2. Roots were found to extend to a depth of approximately 2 inches. 3. the Test Pit walls remained open and did not cave. This Indicates the sand has a "dense"consistency. 4. Ground water seepage was noted at the bottom of the Test Pit. This depth Is similar to the ground water elevation established In other, deeper exploratory boreholes near the site(see Appendix). f-- V1 F- c� J Jan.21 '99 14:53 Euterpe Inc. FAX 15037492715 P. 6 ,APPENDIX (EXPLORATIONS BY OTHERS) Jan.21 '99 14:54 Euterpe Inc. FAX 15037492715 P. 7 Log of Boring B-1 111 Job Name: TlgardTualatinSchool-3 E=levation,Feet: Location:Tigard,Oregon Drilling Date: 29 December 1997 Depth, Samplelocation SION Count Soil Description ry tion !aborato Tests BION 0 AC Asphalt concrete pavem.nt(1 under- lain by 8 to 8 Inches of crushed rock. ML Medium stiff,orange mottled,light brown (� SILT with trace fine send;moist. Moisture contents 33% YP Dry Density=85 pcf 5 a B Moisture content-38% 11 ML Stiff,brown SILT with trace fine send; Moisture content■34% moist, 10 SP Medium dense,brown SAND with some Moisture content-3396 silt;wet, 15 10 Moisture content 331/6 zo 20 SP Medium d,-=a,dark grey,coarse to fine Molafurr conirnt m 28% SAND with trace silt;wet. Boring terminated at 21.5 feet zs pct a pounds per cubic foot d ct F-- tn 30 H J G] h t' U.J J GEoDES1GN, INC. ancumrnt id.Tlg8rdrua1&t1n9chonl 3Itrp° Jan.21 '99 14:54 Euterpe Inc. FAX 150374912715 P. 8 Log of Boriing B-2 Job Namo: TigardTualatinSchool-3 Elevation,f=eet: Location:Tigard, Oregon Drilling pate: 29 December 1997 Depth, Semple Locelion Soil Description Slow Count p Laboratory Tests 0 AC Asphalt concrete pavement(1 inch)under- lain by 6 to 6 inches of crushed rock. ML Medium stiff,gray SILT;moist. 6 Moisture content=29% S (� P ML Very stiff,gray SILT;moist. Moisture content-25% ■ Dry Density-96 pcf 10 SM Medium dense,brown,silty SAND;wet, Moisture content=37% 10 a 13 ML Medium stiff,gray,sandy SILT;moist. Moisture confer -36% 15 a 15 SP Medium dense,brown SAND with trace Moisture content=33% silt;wet. 20 46 SP Dance,dark grey,coarse SAND with 4' Moisture content a ZB"/e lent*of brown SAPID;wet, Boring terminated at 21.5 feet 25 pcf■pounds per cubic foo'. o. rL ~ 30 to y F— J LL1 CyECDIIDESIGN, INC. dnoument Idt Tigard iuiurin5choot 3 logs Jan.21 '99 14:55 Euterpe In, . FAX 15337492715 P. 9 LIMITATIONS AND USE OF THIS REPORT This report has been prepared for the exclusive use of Engineered Structures, Inc. and their design consultants for the proposed Durham/Hall Business Park (New Building Addition) in Tigard, Oregon. Information contained herein should not be construed as a warranty or guaranty of site or subsurface conditions. Our explorations indicate Buil conditions only at specific locations and only to the depths penetrated. They do not necessarily reflect soil strata or water level variations that may ;xist between or beyond expioratit n locations or limits. Contractors using this report for bidding or quantity estimates, or to determine construction difficulties do so at their own risk. The scope of our services does not include services related to construction safety precautions, techniques, sequences or procedures, except as specifically described In our report for consideration in :resign. Our services should not be interpreted as an environmental assessment of site conditions. We assumed that these services, if needed, have been conducted by others. Our work, at the time this report was prepared, have been conducted in accordance with generally accepted principles and practices. No warranty or other conditions, expressed or implied, is made LIMITATIONS OF LIABILITY By retaining the services of Olsen/Boire, Inc., and by accepting the conclusions contained in this report, Engineered Structures, Inc. and other interested parties acting as owners and/or design consultants on the project, agree to limit the liability of Olsen/Boire, Inc. and its employees to a total value less than fees charged by OlsenBoire, Inc. on this project. J G� C7 J DATE/ PLANS CHECK O. � � _ is �3 PROJECT TITLE: COUNTYWIDE TRAFFIC IMPACT FEE WORKSHEET APPLICANT. (FOR NON-SINGLE FAMILY USES) MAILING QDRES�S GJ c�,.�/ �� /O/ CITYrzIP/PHONE:-r/,;4R (sc TAX MAP NO.: " .S //"o -O//o S:DRE .ADSy/r7 LAND USE CATEGORY _ RATE PER TRIP SITES NO- NO D r SS'S RESIDENTIAL $ 189.00 BUSINESS AND COMMERCIAL $ 48.00 OFFICE $ 174.00 INDUSTRIAL $ 182.00 INSTITUI'IdNAL $ 79.00 PAYMENT METHOD: CASH/CHECK CREDIT BANCROFT(PROMISSORY NOTE) _ INSTITUTIONAL ONLY DEFER TO OCCUPANCY LAND UaE CATEGORY DESCRIPTION OF USE WEEKDAY AVGWEEKEND A✓G TRIP RATE_ A lgAlF//Ou5F_ BASIS: Pilo POSF!/ ADG✓Ti cdf 30,wC' 1/ -.�.---- CALCULATIONS: QQ `tS A X /3 /oy PROJECT TRIPeNERATION Et FEE V7 ADDITIONAL NOTESFOR ACCOUNTING PURPOSES OIJLY � . /� .� �. ,.'r � rN �l�.I�of r� (fir.•L�t'�c�• �C•� F'!�--►4'�"!," ��1 /7r r• m (' Lo w J ROADAMT / 0 TRANSIT AMT i PREPARED I:TIFWKST.DOC (DST) EFF: 07-01-98 December 11, 1998 C'.r.Y OF TIGARQ Engineering Structures, Inc. OREGON 7360 SW Hunziker Suie 101 Tigard, OR 97223 TRAFFIC IMPACT FEE FOR DURHAM HALL BUSINESS PARK Enclosed with this leiter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $1,434.00. You have two payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1st of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no later than 5:00 p.m. on December 28, 1998 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639-4171. Geo Oberkamper Development Services Technician c TIF file Building file I Y ni-:Ta„(1} 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 -- i —51—Ia9�s 10:SIAM FROM MASTER FIRE CONTROL 503 6SG 0782 L't'- J1 'y8 as 4'/HM t51, iNL. �d�-`353-oo3y P I �• 9i_mom �equ�CA&O R.'a w Cl"n' OF Tl(;ARD, OREGON Hrdrout Saw Tat Repeat Datt �� p�•c. 9 0 '�-3-4 Twit Caadacted 8y: l-.- L.1 `,r dP /b�.-.,� Repdrr��� MaS � ��NZeLINc. 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WIDC 91 CHAIN LINK PENCE ,Y'-' +. `~ f WITH VINYL SLATS 1 fI TOWCR r P". .4 .d� A X nal• r CXIS'n-R,el STRAT „y . . . . . . . . . ' . 40-11+1/2• ,� i�,' ""I I •I cuRe I I _ TRA5H ENCLOSURE Imo..�(ISTIN6 RFNGe //./ '�' /' .W. f - x , I/4'.1'-0• Z lV NEw S'-ol'AIDE — r. • , , .GONG.51DEY1ALK I In N II o PROPOSED 4 / 7 :` i . . YQw a ' . .LANDSGAgE ry` f GNAIN LINK PENCE �1 ADDITION + G (GSJ�,(? j -AlTla vlNn sl.aTs o _ ;k •I i�y., r 3,060 5 P. J 1 �' +r- - AREA FYf� (K I .41W O'WIDE KIrJ' I 8 ,� SAM, BUILDING'' oo`' Exisr.i'-0'Alda ` S i•FQ5 ylk�. �'it pp� I�'r, V I I�1 jxwlC e 3 T� / 1,C65 S.P.✓, i �i ,I.ONC.91�JEN%'LK. .� GI•1 �I' i21�1 +W�ID Y T; T' I , It FI U) NEw PENCE' NEw 611 YGLC Q Lu c`�n PARK]N$ 1e' In EI�EVA�TI FRONT ON Lo �5-0 / AD jl61%2. :' SCALE, I/4•al'-0• Z 3 m C, R8 / S'1!+O'1 ✓, .I�.I Ti'J�hML�Ti`__"--_.__--._ »_ ._: _»»_ _»»» _»� �n 'o I'• AI WIDB',� /�' as'-0 .� 40'-II 1/2'.I 2'-0• Z i. •��/ i/ f-GHA'N LINK PENCE �►' NEwdZ'wl0e \ - Il' '`��JI ! EXIST IN , 41TH /lWrL SLAM [:;OU Le BATT? `�' r;, r:'L I a• "+AIL90 --'k- NEN I6'NIDe ^K ? �• (�1-� `fir (� ' C0.1�Le GATE �a _�(�"' PHALT ] �ASIPI,ANL6T �/ LEXI9TIN6 ��., M i -"v ti. _ -- r'fav1N0•� . »_rA1[lbQ. rUT1L1?Y EA9MEN7 i A ALT ASP 4ALLT \I= �n w i ! MEN SP++ ' �Ih-ti• Alue DOUBLE GATE u_Iry .. .Sia 11 ♦ lu I I s DE ELEVATION '+�•... NI" W --r' ! 3G.�LP; I/4'sl'-p• O A LT' / 1' a;119T1Nt5 sT'RE_wT lyl It a `+gy p '>_y�f• x P INB��/ i �y, ', '6i Q7 2_0 �"Z1• `lt �� i ;�,aiN ..vK -�yGE r -v !" 1tC±� m---'------------------ ----^.- �.-_CZ-- O � __ ��5 TtV (Aq�. - f 91D �K r 5L If - - -0 UTIL Tr°A5MEy� M'IC t- '.r i:, '4'k- IL z ` � tj Qt'JGATE aXISTTN8 -3 Ba• g•+,c0' r ..:5 J- _ -__�-_ __ J r1"Fr �,R '? •n PENCE AS 9HOwN REAR ELEVATION UJ 3G ALe. 114'-I'-0• Q 0. LD LL! %_j _ J TREE LEScND STA"NO. C9GRCISYMBOLS L:--SEND EXIST"TO REMAIN rGHeSTlT SITE DT_VELOFMENT FLAN ul Q . EXITTNTO REMAIN 12• HORSE GHC9TVUT TRS f�,..�I EX1SflNS CXISrtNS LANDWARM AREA -O REMAIN 2HOR$C C.1-..r UT rR� NCN ASPHALT PAVING v ••- '- 454"Time 2. AP�ROVp STRE,�T� �•�J i rV �NG 4-1FW EXISTINd TO RRm EMMOVr /ANE Tim C NEN NCTE CORESIDE WALK, t EXISTITO REED MOVS' P NE`R~ -A-- WISH CHAIN LINK PENCE F-XI XI PIAN BeB BS• .Wr STREET � CSTTNO TO L'RE,`+O`JCD AP-ROVP■,.AR T'R" DIRECTION OP TRAPPIC P,C19T1N6 T 0 REMAIN DECIDUOUS ACGESSIDLE ROUTE __ 1 -----� CX19TiNQ RCA+AIM IT•• CL'IDLUU9 +FSE 3RAWINGS ARE 'HE PROPERTY OF CX19T1NS 11Q REMAIN 7T' PINE TRL� CXISTIN9-O REMAIN y '+OINEER E SEQJR "'E IRC. AND ARE 3--'--- vor Tp 8E JSEQ JR REPROOUCEQ IN ANY _-� •�ANNER. XCEP* N111� THE PRIOR WRITTEN I NCN PLANTING j/4• A G �eR PERMISSION OE _NC.NEER[D STRUCTURES Inc. A-2 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain CoverrService FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. PIbg.Und/Flr/Slab 11Ibg. Top Out Insulation eco Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ ��� �11--- Datw ! � n _ A.M. P.M.- r Antry: Address: v1''�"� Tenant: _ Ste: MST: _ BLIP:Con/Own: 1 ✓n MEC: �-�-- — !�'-' ELC: -7 THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector: Date:Date: APPROVED —DISAFPROVED/CALL FOR REINSP. CF CO ,01TY OF TIGARD LD T NG FERMI PERMIT #. . . . . . . COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 08/1:3/96 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 FIA RCEL; ;1 140A Qi 1 1�Zi4 ;I'1E fr�DRE:iS. . . : 10,:'_95 SW 135TH AVE ZONING: S! BD I V I t ON. . . . L�I__UC:I... . . . . . . . . . : LOT. . . . . . . . . . . . . REISSUE- ,<f- FLOOR AREAS---- V- Y EXTERIOR WALL CONSTRUCTION OF WORK. :N-A � FIRST. . . . - 0 5f N: S: E: W: TYPE O1= USE. . . :COM SECOND. . . : 0 sf PROTECT TYPE OF' CONST. :2N . . . : 0 sf N: S: E: W: OCCUPANCY GRP. :U2 T'OTAL--.----_. : 0 s f ROOF CONST : FIRE RET? : OCCUPANCY LOAD" : lZi 1_;AIGEMENT. : 0 sf AREA SEF'. RATED: STOR. : 0 HT : 0 fit GARAGE. . . : 0 sf= OL'CL1 SEF'. RATED: BSIYIT? : MEZZ? : REOD SETBACKS----•--- _-- FLOOR LOAD. . . . : 0 res f LEFT: 0 f t RGHT: 'Ir f t, FIR SPIKL: 'AMOK DET. . DWELLINC UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS: 0 BATHS: 0 IMF' SURFACE: 0 PRO CORR: PARI;I NG: 0 VALUE. $ : 60000 Remarks : Concrete pad to anchor radio transmission cabinets. Owner: --__._________......__..._._._..._..____...___.___.__.__. I-CI /COL.UMBIA CABLE type amor.rnt by date recpt 1750 NW 173RD AVE PRMT 9, 313. 00 JD 05/15/96 96-270417 PLCK s 203. 45 JD 05/15/96 96-::79417 BEAVERTON OR 97005 FIRE 1, 12'5. E0 JD 05/15/96 96-279417 Phone #: 503-644-3188 5F'CT 15. 65 JD 05/15/96 96-27941-/ Contractor: WESTOWGR COMMUNICATIONS INC 7001 NE 40TH AVE VANCOUVER WA 96661 I�'hrene #: 657. 30 TOTAL Req #. . : .101728 .. REnU I RED INSPECTIONS -- ___-. This permit is issued subject to the regulations contained in the Foot/Foi_rrrd Insp _ Tigard Municipal Code, State of Ore. Specialty Codes and all other Rlab Insp applicable laws. All work will be done in accordance with Reinforced concr �_.....�_.. Approved plans. This permit will expire if work is not started CSt ri-rct rtra 1 we 1 d i within 180 aays of issuance, or if work is suspended fcr Bore Final Inspection then 180 days. �-- a r•m i t t e e Signature --- J CD Call for- inspect ion - 6:39--4175 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. \ L Tigard, OR 97223 (503) 639-4171 Jobsite Address: 16295 SW 85th Tenant: __ Sprint Spectrum Suite# _ Office Use Only ��✓ ��� �-- Valuation: $60, 000. 00 Planck/Rec #(� n - Permit# Owner: _TCI Columbia Cable — (� �� i Niap & TL# ZSI r,(, - f Address: 1750 NW 173rd Ave . Approvals Required Beaverton , OR 97005 _ Planning Phone: (503)644-3188 Engineering _ (General Manager , Other Contractor: Bechtel will. contract out . ) Address: 697.5 SW Sanburg Rd . OK Tigard , OR 972.23 Type of const. Concrete Pact Phone (503) 598-3997 Occupancy class: _ Unmanned , Sprinklered? Yes N_ Contractor's License # (attach copy of current Oregon license) Sq. ft. of project: Contact name & phone: _ Story (1st, 2nd, etc.) _ Ground bevel Proposed use: Wireless Communication Architect/Engineer: _ Gazl.ey Plowman Atkinson Previous use: Cable TV Tower Address 2701 NW Vaughn Suite 764 Note: Plumbing & mechanical plans Portland , OP. 97210 _ must be submitted at time of Phone: (503) 274-7800 building permit application. - JOB DESCRIPTION. Cnnerete pad tb anchor radio transmission cabinets . Antenna tnount.s on Cable TV 'rower . Represented by : VCT heather Kesten (50 ) 598-1882 Applicant Signature & Phone number Sprint: Spectrum (non He Blanc) Received by: �-� Date Received: C/^�` Permit# Account Description Amount Amt. Pd. Bal, Due Bldg. Perrrit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) OLS ' ' 7 C' ' Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Uev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) E-- "' Water Quantity (WQUANT) Fire Life Safety (FLE) Erosion Ontrl Permit (ERPRM'r) J Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) _ -) i tj 6r TOTALS: 34/ ��.�.�./�n ' �7 �M� Wo v_ �r� Jure 14 , 1996 CITY OF TIGARD OREGON Gazley Plowman Atkinson 2701 NW Vaughn, Suite 764 Portland, OR 97210 Re : SPRINT SPECTRUM 16295 SW 85th Avenue PC5-50C BUP96-:)26'7 The clans and specifications have been reviewed for compliance to applicable codes . However, the following information needs to be provided before we can finish our process: � 0 (7t . Provide the engineering for determining depth, width, and r reinforcement of the coax bridge ports . i� Complete the enclosed Special Inspection form and return to tl?is office prier to our issuance of the building permit . Copies of all special inspection reports shall be filed with this office continually during construction . A final signed report must be on file before occupancy will be permitted [OSSC, Section 306 (c) ] . L Submit an engineer's review of the tower structure for additional wind and seismic: loading. If you wish to discuss any of these items, please give me a call . Sincerely, James Funk Plans Examiner hu 96-0267 I 1— p \pc5-OSc.doc N J G] I.L1 J 25 SW Hall Blvd., Tigard, OR 97223 (5031) 639-4171 TDD (303) 684-2772 i Cm,�ITY OF TIGARD ELECTRICAL PERMIT 1='ERMIT #: ELC96-..10C=+8 DATE ISSUED: 08/21/96 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tlgard,Oregon 97225.8190 (503)639-4171 PARCEL: 2S 1 140A--'Zl 1. 1 V14 'D.I. 1 E i:)UDRL5 , . : 16L-95 5W 8'�TH fiV SUBDIVISION. . . . : ZONING: BLOCK. . . . . . . . . . . LO1.. . . . . . . . . . . . . . Project Description : Electrical for monopole ____RE:SIDENT IAL UNIT_--_. ---TEMP' SRVC/FEEDERS----- 10V10 31: OR LESS. . . . : 0 0 - 201,71 amp. . . . . . . : 0 PUMP/I RR I GAT I ON. . . . : 0 EACH ADD' L 5005F. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/O1.)T L I NE i_.TG. . : 0 LIMITED ENERGY. . . . . : 0 41211 - 600 amp. . . . . . . : 0 SIGNAL/PANEL_. , . . . . . : III MANf=. FIM/ SVC/FDR. . : 0 601+amps- 1000 volts. : 0 MINOR LAaE:L ( 10) . . . : 0 _._..._--SERVICE/FCEDE:R•------ •--••--BRAN(:H (--IRCUITS------ --.---ADD' L INSPECTIONS——_ 0 - 200 amp. . . . . . : 1 W/SERVICE OR FEEDER: 10 PER INSPECTION. . . . . : 0 201 - '100 amp. . . . . . : +D 1 rpt W/O SRVC OR FDR. : IZI PIJR HOUR. . . . . . . . . . , : 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1.011.10 amp. . . . . : 0 ---- ----- -- --- -F'!_AN REVIEW SECT ION— 1000+ amp/volt. . . . . : 0 ) -4 RF_CS• UNIT'S. . . . . . . . r. ) 600 VOLT NOMINAL. . Reconnect only. . . . . : 0 SVC/FDR ) =- 225 AMPS. . CLASS AREA/SPEC UCC. OI•rner: -.--•_-____------- -_----- --------______.______._________._______ FEES SPRINT SF'EC'T!?UIh type amoulnt by date recpt F'RMT $ 110. 00 DST 08/21/96 96-28312E 5F'CT $ `.3. 50 DST 013/21/96 96-28312 Phone #: Contractor. _.___________.___.-________.__-__.___._.._..___..__.__._____________.-_•---.-_______-__.__.__ VECA ELECTRIC OREGON INC $ 113. 50 TOTAL 25599 SW 95TH SUITE A ---------- REQUIRED I N';PE CT T ONS -- - -_ WILSONVIILE C.)R 9.7070 Ceiling Cover Elect' 1 Service Phone #: 50,3-685-•9025 Wall Cover Elect' 1 Final Reg #. . : 10 47 64 This permit is issued sub)ect to the regulations contained in the Tigard Municipal Code, State of Ore, Specialty Codes and al. other Fermi tee Signa a -e applicable laws. Al) work will be done in accordance with _ approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. I s ruled By INSTALLATIOIV 'The installation is being made on property I own which is not intended for sale, lease, or rent. f`-- OWNER' S SIGNATURE:: DATE- LnN _—.._---•-__-_-. _ _.____.-•---_ ___._._....-.-----..__.._.___...__ INSTALLATION ONLY-_ � p S I UNATURE OF SUPR. ELEC' N: J� e �' DATE:: 111 L I CEN13E: IVU: Call for inspection - 639-4175 • Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. , Tigard, OR 97223 Permit # � Date Issued �j�� Phone (503) 639-4171 r FAX (503) 684-7297 CITY OF TIGARD TDD No. (503; 584-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development Number of Inspections per permit allowed Address—/_41,2 9-s_ _54�, P-5-1±1 Service included: Items Cost(ea) Sum City/State/Zip_,' u�� = ���__ 4a. Residential -per unit � � 1000 sq. ft. or less $111000 4 Name (or name of business) qg,�,� cu,•.- Each addiUonat 50o sq ft or _ _ 7-`- portion thereof $25.00 Commercial �i Residential ❑ Limited Energy $25.00 Each Manurd Home or Modular Dwelling Service or Feeder $68.(y0 2 2a. Contractor installation only: 4b. Services or Feeders Electrical Contractor I/aG(alp p� installation,afteratlon,or relocation CS 2 J� 200 amps or less I $80.00 G Address_ f jTIs ZA4c, S� �4 201 amps to 400 amps $80.00 _ 2 r 401 amps to 800 amps $120.00 2 City 6 J, -gA yr!ler State orz Zip- T70-70 601 amps to 1000 amps $180.00 —" 2 Phone No.� 61611-- C,Z_v— Over 1000 amps or volts $340.00 2 Reconnect only $50.00 2 Job NO. -� tet'r:o G 5' - - contractor's license NO. 2 r:- Br�f L _ 4c. Temporary Services or Feeders Contractor's Board Reg. NoI a 4 installation,alteration,or relocation Signature of£',.rpr.'E,,l,,ec'n i �1 1 i�r. 200 amps or leas _^ License No. �C� Phone No Gf3,S--f02 5— 201 amps to 400 amps $5000 401 amps to 600 amps -- $7500 Over 600 amps to 1000 volts $10000 2b. For owner installations: see"b"above 4d. Branch Circuits Print Owner's Name Plew,alteration or extension per pans Address e)The f(le for branch circuits with Cit State Zi purchase of service or feeder fee. ' City_ -- p— Each branch circuit LU $500 Phone No. b)The fee for branch circuits without The installation is being made on property I own wh:.ah is— purchase of service or feeder fee. not intended for sale, lease or rent. First branch circuit $3500 Each additional branch circus $5 00 Owner's Signature _ 4e. Miscellaneous (Service or feeder not Included) 3. Plan Review sectimi 1.' required): Each pump or"gation circle $4000 Each sign or ouiline,lighting $4010 Signal circuit(%)or a limited energy 2 Please check appropriate Item and enter fee In section 513. panel,alteration or extension 11140.00 _ _4 or more residential units In one structure Minor Labels Ito) $100.00 Service and feeder 225 amps or more System over 600 volts nominal 4f.Each additional Inspection aver _ Classified area or structure containing special occupancy the allowable in any of the above as described in N E.C. Chapter 5 Per Inspection __ $3500 Per hour $5500 In Plant -��-- $55 00 �-_-- Submit 2 sets of plans with application where any of the above — — apply. Not required for temporary construction services. 5• Fees: Be. Enter total of above fees g NOTICE 5%Surcharge (.05 X total fees) g PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ ��c_Er AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec.3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED. wxm eme..nwo Trust Account# Balance Due $ �,- 1 INSPECTION NOTICE City of Tigard Building Departsant 13125 All Ball Blvd. TLgard, Oregon 97223 (�y Inspection Line (Rec-O-Phone); 639-417F Business Phone: 639-4171 Inspection:_ ���_ —_ Footing Plby. Underelab Hoch Rough-in Appr/Sdwl}. Pound. Plbg. Top Out Gas Line NAI.: Pont/Roam Str.:ict. Stn. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requested:--2-15 � 7- �yy �4Tirfes _-4/—M PH Address:- 'pS��C� T � Permit #s��:C � W��! Builder: f'x�s�� L/S/LLt/ Ui4$% ME FOLLOWING CORRECTIONS AAE REQUIRED: H N H J U." J Inspector: PPROVED DIBAPPROVKD + _ APPROVED SUBJECT TO ABOV2 call For Reinsp. CERTIFICATE OF CITY OF T PERMIT #OCCUP. . a YBUP93-03;3:", COMMUNITY DEVELOPMENT DEPARMINIT DATE 1 SSUED a 02/15/94 13125 SW Hall Blvd.Tigard,Oregon 07223.8109 (503)839-4171 PARCEL s 281140A••-0111214 SITd ADDRESS. . . a 16295 SW 85TH AVE SUBDIVISION. . . . t ZONINgt BLOCK. . . . . . . . . . a LOT. . . . . . . . . . . . . a CLASS OF WORK. s NEW TYPE OF USE. . . tCOM OCCUPANCY ORP. tS2 OCCUPANCY LOADt TENANT NAME. . . tMOBILE PHONE Remarks# Interstate Mobile Phone- new concrete equipment shelter, Owners COLUMBIA CABLE 14200 5W BRIOADOON COURT BEAVERTON OR 97005 Phone #s 503•-644-318q Contr actor t ._____.____,.__.______.__.,.--------- PRECISION ________PRECISION CONSTRUCTION, INC. 8025 NE KILLINOSWORTH AVE PORTLAND OR 97218 Phone Mt 253-4827 Reg #. . s 60614 Occupancy of the above referenced building is hereby given, and certifies the compliance with the State Of Oregon Specialty Codes for the group, occupancy, and use under which the referenced permit was issued. ---FIRE DEPARTMENT /Rik, I)1 I NSPEC10R ~ L _. l3 OFF I C I AL.. o POST IN CONSPICUOUS PLACE a: J co r W J C11Y CF TIGARD BUILDING PERMIT (COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : BUI-'93 033U 13125 SW Heli Blvd.Tigard,Oregon 97223.8199 (503)839.4171 DATE ISSUED: 12/13/93 6:39•-4171 PARCEL: OSOOOXX-00000 SITE ADDRESS. . . : 16 '95 SW 85TH AVE. SUBDI V ISION. . . . : ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . ------------------------------------- REISSUE: FLOOR AREAS----------­ EXTF_RIOR WALL CONSYRUCTION- CLASS OF WORK. :NEW FIRST. . . . :336 sf N!, S: E: b : TYPE OF U 7E. . . :COM SECOND. . . •, s f PROTECT OPENINGS?—. -- -- - (YPE OF GONST. :`iN THIRD. . . . f N: S: E: W: OCCUPANCY GRP. :Bim: TOTAL-.__.-_._._.._: 336 s f ROOF CONST: FIRE. PET : OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: STOR. : 1 HT. : 10 ft GA13AGE. . . : sf OCCU SEP. RATE=D: BSMT?:N MEZZ? :N REOD SETBEICKS--------- RE QUI FLOOR LOAD. . . . .50 ps f LEFT: ft RGHT: ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: FRNT: ft REAR: ft FIR ALRh1:N F•INDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR:N PARKING: VWLUE. $ : 50000 Remar^ks : Interstate Mobile Phone- new conr_rete egi.lipment shelter Owner-: FEES COLUMBIA CABLE type Amo(snt by date l^ecpt 142100 SW BRIGADOON COURT PRMT s 283. 00 - 12/07/93 93-246441 PLCK $ 183. 95 -- 14/07/93 93•-1:46441 BEAVERTON OR 97005 GPCT $ 14. 15 -- 1c'1O7/93 93--246441 Phone #: 503-644-•3188 Contr-actor­: PRECISION CONSTRUCTION, INC. 8025 NE K I I_!._INGSWORTH AVE PORTLAND OR 97 :18 Phone # : 25:3--48c7 f 481. 10 TOTAL Reg #. . - 60684 -------- REQUIRED I NSPEC r I ONS This pet-tit is issued subject to the regulations contained m the Foot/Fo!_tnd Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Slab I n s o applicable laws. All work will be done in accordance with Final Inspection _ i approved plans. This pereit will expire if work is not started within 180 days of issuance, or if work is s•ispended for Bore a than 180 days. C2 �- Ppr�mittee Signet _Ire : -- I ssi_ted By : w J Call for inspection - 639-4175 Commerzial Building Permit Application Cit; (;f Tigard 13,125 SW Nall Blvd. Tigard, OR 97223 (503) 639-4171 Jobr'QeAddress: �cliZG�S � 7 �VC. lc�Ati I N rC Office Use On�T Tenant: A-0v 5•W4n'Avc - 2� PiancktRec# ( A Valuation: ovo Perm # sir 5 -�- Ow� ner. _LA)i.,1dj514 64A 5Y _.-� Address: 8tZj6Ci2oonJ a' Apprayals Re ulreri )1--a/� - C A) 00 5 Planning ---- �' Phone: 644 -3/80'; Engineering Other._��_- --- -- Cc,roractor: r'itE Lt 5ro� �.O�S�i��c7�o.J Address: P0 4 OIL Type of const. occupancy class: PMne: 2 5 3 4 2 Sprinklered? Yes o Contractors License # (o C>(o 4 (attach dopy of current Oregon license) Sq. ft. of proled: S,C _ ;tory (1 st, 2nd, etc.) ArchiteWErglneer: /nr? F,-oposed use: LucynH✓�/rC�Q ✓ ' �'ir Address: h 70�1�1�!�.2�3�,2 �.yy 5t�i; <'�� Note: Plumbing & mecha !ral plans must be submitted at time of ( J _30 ;�.✓� tea Z-i building permit application. Phone: 1 412 F0 COMME=NTS: _ :: —` �- L' tre Phone number Received by: ),P Date Received: Ialsk Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) _ < Plumb. Permit (PLUMB) Mech. Permit (McCH) State Tax (TAX) Bldg: Plumb.- Mech: lumb:Mech: Plan Check (PLANCK) ' �l Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF CAF-MT) Commercial TIF (TIF-C) irv:,jstrial TIF (TIF-11) N Institutional TIF (TIF-IS) - Office TIF (TIF-0) J a Water Juality (WOUAL) c7 '1 Watar Quantity (WOUANT) --- Fire Di1rict (FIRE) TOTALS: C'TYOFTIIFARD T � CITY(NIGAItilli E- NO M8904PE) ORIPN COMMUNITY DEVELOPMENT DEPARTMENT -O 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.Oregon 97223,(503)6394175 /1/ 3/89 I-,M 1 8'10 Q 2 6 16295 W t:35 T'1••1 AVE':. TAX MAP,/I ('.)T St.1F4. L'Y : IRK : 1 I)ND USEF : ITT, WORK Cl A5$ : 01-TUAIATTON F*tJPN6(:'l:.: 0-00K AIP HANDL 1:4 0.0 USE TYPE-, : (:"0MMI'-:l'X':IAl.. 1.001<-I- AIP 11AN1:)LIQ :1.0l< CIONST . Tyl,:'E' : W4 Fl-00P FURNACE-K C'001 E P HEKATEP Vl:-N'T* FAN VENT VENT . FiYSTI:i:M 131.1"S'/CIOMP <31--lP 1-1001) NO . STOPIA:�S DLAI/00MV, -,3 :1.51AP, INCINEKRAT014(UOM DWI I.- UNI 1*9 Eill IWINE:PAT011(C MM TYPE C.A A 5 PUPAIPI UNITS h A X . 1 N P UT 11~0+1--Ip OTHEA (:1UTLIETS V)PE:SS? I!I:::MAPl<!5 : 0 W G U it u i 1,;Ili III I to 1.0 00 N E !119 . 00 R1,1.)P,1::' $F 6. 00 ATF: 'T: AX to 1. El 't I IIAIER '0 N T R /7240 A 13 C 9-7009 T 0 R TCYT Al 111,16 . 00 This permit is issued subject to the regulations contained in Title 14 NO 5 01rc-/ of the TMC. State of Oregon Specialty Codes, zoning regulations ......••... ••••............•••••• 01 and all other applicable codes and ordinances, and It Is hereby JINFA) 1:NW::IE:CT':I:(.)N5 - agreed that the work will be dLne in accordance with the plans and (',(1!:i 1 :11 N E specifications and In complian,,? with all applicable codes and -J orainances. The issuance of this permit does not waive restrictive 11I.A.1 IANCA... GYSTV.::M covenants. Contractor and subcontractors shall have current city I I (N)l- business tax permits. This permit will expire and become null and .L) vicid If work Is not started within 180 days,or it work issuspended o, -J abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved. I tee 6 S Perm Itee S I l5bued 83y::: I 'I HIN 6 W el'I V) P P ARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE ®� CONSOLIDATED FIRE AND RESCUE1 Washington County Fire District No.1 City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT _ _— CONTRACTOR _ BLDG. PERMIT 0 PROJECT NAME ,ry• St✓D.'a ik"(_i�t c�L PLAN REVIEW dk �7 LOCATION 1�1 L c� �^-�'` JURISDICTICA: 1= Be. 2= Du, 3= I:.F 4= Ti. 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL SPECIAL l FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood Extng Sys Leff,s ❑ Conference ❑❑ Spray Booth ❑ Ceiling Cover Other _v (t r y :7 - W _._._ -- .•.,l-`"� �Yr°`�`: alt C ��''�./, Date: Inspector: s% CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire D strict FIRE MARSHALS OFFICE 9 (503) 526-2469 POSTED: OCCUPANTg /�Yti'7i/ �1�'/� n )/rl un/,rig/it•✓_s - CONTRACTOR BLDG. PERMIT 0yoyZ6 PROJECT NAMES C�Fi+/�f,� y j�/(�iUi:i��Di PLAN REVIEW 4k LOCATION 116'.2 JURISDICTION: 1= Be. 2= Du, 3= P..C. (4= Ti, Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER j) FINAL SPECIAL F'01-LOW-UPJREINSPECTION ATTEMPTED FINAL L=T Framing Separation Walls t_J Sprinkler System I J Shaft Fire Dampers (Overhead/Underground) Alarm Sy..tem Hood' Extug Systems Conference Spray Booth Ceilink• Cover Other _ (22 r N r H J — G] C7 LL) J 113te: .C7 D�� Inspector: t+101 !f 1331 36� BUILDING PERMIT APPLICATION TIGARD DATE_I_��I�1' Z4` 19 $3 7 THE UNDEI(SIGNED HEREBY APPLIES FOR A PERPAIT FOR THE WORK HEREIN INUICATED BUILDER PHONE 6/2- 'I3 Yy OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER,PHONE l7 I I LOT NO._. OWNER ARCHITECT�9P.�GAI#IJ0BAD0RESS 110l' ss"m &e• •" eiv ARCHITECT pati �/�1 few- 6 q- 33,13 4 BUiI�ER e v�I, y�magoM.�Ot1 .�"AODRESS U �A JQ� DESIGNER - - STRUCTURE �CNEW ❑ REMOUEL ❑ ADDITION _�I REPAIR C] RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE COMM ❑ EDUCATIONALL-1GOVT ❑ RELIGIOUS�1❑ PATIO C1CARPORT (:3 GARAGE C3 STORAGE C1SLAB❑ FENCE OCCUPANCY �LAP D USEZONE �BLOG.TYPE _g__&_.FIRE ZONE � PLAN CHECK BY HEAT__. -_ C`tr.��f� t� rrw�► [�A`�vr�33 o w�r •- t4�Gi•t�; t e'o o(N.- SEWER PERMIT N — OCC.LOAD FLOOR LOAD HEIGHT 100 NO.STORIES AREA NO.BEDROOMS VALUEIf�_ BUILDING DEPARTMENT S�BACKS FRONT LO – REAR LEFT 510E RIGHT SIDE — LF' rmit THIS PERMIT IS ISSUED :OBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING I v Q 2 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HERESY AGREED THAT THE �PlanCheck !/ 3� WORK WILL BE. DONE IN ACCORDANCE WITH 1HE PLANS AND SPECIFICATIONS AND IN COMPLIANCE ks WiTH ALL APPLICABLE CODES AND ORDIVANCES. THF ISSUANCE OF THIS PERMIT DOES NOT WAIVETIUtOotal [. REST HICVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS UGFNSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. ;Statm Tax J SDC Total . POCJI APPLICANT ON AGENT �- Approved Receipt No. ADDRESS PHONE s 0 C________ __ —�--- PGC u SEWER CONNECTION 5 �a Igl�t)0 _ • SEWER INSPECTION 8 SEWER SURCHARGE 5 BUILDING PERMIT APPLICATION TIGARD DATE— :arcll 25 ,19 83 4364 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 62f'­1344 OR AS SHOWN AND APPROVED IN THE Ar,"OMPANYING PLANS AND SPECIFICATIONS. ')WNER PHONE _Q9-1197 LOT NO._ _ OWNER -4r,1gx x CAI i.1? (_01p4 JOB ADDRESS 16195 9v 85th jive _ Inc. Newberg ARCHITECT un er ENGINEER BUILDER :;pbt Weetkind (;*T►.Contr. ADDRESS 2505 SS Portland Ave DESIGNER STRUCTURE :Q NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE [Zr COMM 11 EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO 11 CARPORT 11 GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _I�_LAND USE ZONE :-r+ BLDG.TYPE 2 FIRE ZONE_-- PLAN CHECK BY f1 HEAT _Construct C;mrjunicatibits 'Power all liar plans 4 cods L SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT 10,1 N0.STORIES AREA NO.BEDROOMS VALUF U BILDING DEPARTMENT -� --- SETBACKS FRONT i'1:.•• REAR LEFtSIDE RIGHT SIDE Permlt Us5U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check ?1.33 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES, THE ISSUANCE OF mis PERMIT DOES NOT WAIVE Sub-total f.; .Z RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS PEOUIRED FOR SEWER. PLUMBING AND HEATING. State Tan ', 2 SDC- Total 237,45 �— POCM AA PLICAliT G,1 AGENT J' By ;t Receipt No. ' f E:� Approved - ADDRESS PHONE /DATE INSR TYPE INSPECTION REMARKS PLUMBING DATE + GL I Contractor tL ^ Permit No. -- RaUph-In _-- - Fixture -� — Final HEATING Contractor Permit No. Ge:or CII — Rough-in a Final — tz SEWER N Final 1- DRIVEWAY _j Final Storm Orap,.., W J (Rain OrainI Final Sidewalk Curb h Street Final P,nprr•ach -Fi:6G. DEPT.FINAL TEMPORARY CER 1'IFICA7E CC_C PANCY — CERTIFICATE OCCUPANCY Flnpl Landfc�..�iny ;poni,q Final /ail 4 ��.3; _,�' W�4���: j .� •J•�I�,� 1,� •�(„� .;n N .7 ��� !�' I, t Q��.ti ' � �y yj,.•/�1�q�t7, � � � T^� �� _..r. .ti F^�.Y ¢ ( y�y'����[,r:.. ,N �''�,�I' A��'...V1 }�... `.4�� a�. F NW(� Sd11•... +1�! _ ! M1 '� J \ �/��lY — cv,. +• ,�ncv-crev -a�..-cnazv Ln Fl, ro / u 4" o O n , �./ � N N pu 0 41 0 U > Lr) 1-4 ►+ v� ver, .n N II / to r- 'U 1 w I, I w tdo / gyp• ' � �) o �� 'ftrCtlUL'CECf1�.wtlf�f. -- �^z..,vT7�--;-n• ��j � o ZAROSINSKI-TATONE & ASSOC!ATES, INC. CONSULTING ENGINEERS DONALD J.ZAROSINSKI,P.E. STRUCTURAL RONALD G.TATONE,P.E 8 P.L.S. PHONE(5031 236.8786 CIVIL RONALD S.SELLARDS,P.E. 3737 S.E. EIGHTH AVENUE WATER SYSTEMS WAYNE A.SAUER,P.E. PORTLAND,GREGON 87202.3761 SEWERAGE SYSTEMS JOHN D.TENSEN,E.I.T.3 L.S.I.T. PLANNING CHRIS C.FISCHBORN,P.L,S. LAND SURVEYING SAXON I PARCEL II RtVTSFD 6-4-82 A parcel of land located in 'he Northeast one quarter of Section 14, Township Two Southr Range One West of the Willamette Meridian, Washington County, Oregon. Said parcel of land being a part of that parcel of land conveyed to "Saxon I" , a partnership consisting of F.J. Scheffler and C. Roger Willette and recorded December 2 , 1980 by Fee No. 80-043687 , record of deeds , Washington County, Oregon. Said parcel of land being more particularly described as follows: Beginning at the Northeast corner of the Northeast one quarter of said Section 14;thbnce South along the Easterly line of said Section 14 a distance of 677.25 feet; thence South 89054120" West, parallel with the Northerly line of said Section 14 a distance of 15.00 feet to a point on the Westerly right of way line of Southwest 85th Avenue. Said point being the true point of beginning of the parcel of land herein described. Thence continuing South 89054120" West, parallel with the Northerly line of said Section 14 a distance of 225.00 feet; thence South, parallel with the Easterly line of said Section 14 a distance of 125.00 feet to a point on the Southerly line of said "Saxon I" property; thence North 89054120" East along said Southerly line a distance of 225.00 feet to a point on the Westerly right of way line of said Southwest 85th Avenue; thence North along said Westerly right of way line a distance of 125.00 feet to the true point of beginning of the parcel of land herein described. Said parcel of laird contains an area of 28,125 square feet. o. r Said Parcel I1 is subject to an easement forkhe purposes H of serving and perpetually maintaining sanitary sewer, water, and storm water collection. Said easement being more particularly J described as follows: m Beginning at the true point of beginning of the previously J described Parcel II , said point being the true point of beginning of the easement herein described= Thence South along the Westerly right-of-way line of S.W. 85th Avenue a distance of 115.00 feet; thence South 89054'20" West, parallel with the Northerly line of said Parcel II , a distance of 39.00 feet; thence North parallel with the Westerly right-of-way line of said S.W. 85th Avenue, a distance of 23 .00 feet; thence South 89054120' West parallel with the Northerly line of said Parcel II a distance of 186.00 feet to the Westerly line of said �e r' Saxon I Parcel I'I Revised 6-4-82 Page 2 Parcel II; thence North along said Westerly line of Parcel II , a distance of 19. 00 feet; thence North 89054 ' 20" East parallel with the Northerly line of said Parcel II, a distance of 195.00 feet; thence North parallel with the Westerly right-of-way line of said S.W. 85th Avenue a distance of 73.00 feet to the Northerly line of. said Parcel II; thence North 89054' 20" Fast along said Northerly line of Parcel II a distance of 30.00 feet to the true point of beginning of the easement herein described. Said Parcel II is subject to an easement for serving and perpetually maintaining an underground powerline; said easement being 5.00 feet in width and running contiguous to and along the Southerly boundary of the previously described Parcel II. c. a Y J .-r 00 CD W J �� r .'t t T `• � 1 N �r'! r 'h• AMY .r . r . •. . ;, -- � , .___-'-_-. ^. Y .e r �� t� � c, Y• .a w. M., r r' i ��'� o ! ( 'l�", r ` r 1. t• .,:..SR'>tlla��— "'wiY.Map� es"' _�'!M•�iy{C..1lY . ly i� WARRANTY DEED-STATUTORY FORM 0 2 0 I r 4y1 (individual or Corporation) 5 7 4 8 ' '� t. SA%ON i, a partnershipo consisting of FRED J. SCREFFLER And c. ROGER WILLETT Orsnla,conveys and wsrlants to BTORrR M=RD COKMUNrCATIONS,..INC.•, an e.eggn Corporatlan OUnt".the lollowmq deaenbed tool ptopeny free of eftumbranres except as saeUhcally set forth hare,n FOR TI!E LEGAL DESCRIPTION orTIEPROPERTY TO BE C011VEYED, SEE"EXHIBIT A.. A7TACIIED HERETO AND MADE A PART HEREDF BY TUTS REFERENCE.---------------- .r. aqm CD 5 D u I�� — LSI %+1 M.r 1. u y• K C (J Encumbtsnces The promises herein described are within and sabtect to the statutory powers of the Unified Sewora•le Agenr-y of Washington County I `��{t'{����••,�.�,�lt11Q�� �f I ftft, 'the Irue conpderehon lar Ihy Conveyance is S 111,116.00-+..++... Itkro comply with Ihp it gwtemenif tl.,�h tr"•��I Y:r \ C•lIS4' �t I ; of Ong 93 030.1 n s1.J�lu��y l Oued thm �k� day OI dune ... 1782:It e corponle grpmor .I has caused of"Amo to ba 111gned by order Of lie Boar$of u 1011011, y I t. fl no Ing partner I S(Alf or 0A11,0H I Stwlt a otltanrtco„n„el Multnomahcaw.-,Ax ltnnmah o R2 I rr June AJI If B2 uno Jen,wae,xemmnd C. Roger Willett e,•Irrn•, n •a•a�•.u •.,••,t Fred JL Srhef f ler, duly acting as slanaginq nrw rot n.,rrrn.,it rot w N,r»ant, a..t• ,n1i w i-. �f'•`••I�+rSrrhA•a-,y; partner of Saxon It A partnership AA partner flkfef/4t�►/e(a #!I stir wo•eR.e i y,..st.np ,n —.0— SAXON 1111 ,,1, a I rlt t 1 r•„nnre taw its .�,nvr n, m.i d..0 part I[ship i .r+�n•..«•nn .. .0I'll - .41. w.r, •t„,� "Ir �l'tM'p ltf�\111�.�.IC Irr i ww.....++.Mw.r.►,... I C,wry �� s�a•nn 8hlp•""�Y' •J,.a4nlM,mlJnt.relrawJ�1.�•,r•m '.•pert•- � �� ��/ � i a• •.n errs - °p• '+.. �f�� . � .r. `r�PJ .w.,w-.� /ln'Irr p.trt,•Jirtpn r p.B.+'— _ 'Y 4,tear up NMVf avow Ir taxa/- .1 .. ,, .♦ a ,� I ^r.pn.��'>•� 4r rMlmIp•en Han,l' � y . 4r +1 -Fi�J�1,c M Fp�,.`•v'r�_ ”` �3v�a\,r,•.. n In",•'1 rl r mtnrr. .stun,suit IM iMew.n„ �f Lrl f �♦ r e4 I' •gym❑i•• i un\er n,i ... i i r e„r p•rn er pn am wm,ha esn er ihr wn,r runt urynr•, W. !,AXON 1 VIP ' • I � U,M,1 Ns'Ir.rad AANrt, .�.t.N.wrr,._.1,.rr'.r.,\..A. •'•^ ;•.p►•.•-• j STOKER METRO CnMMUNICATInNS, INC. ' rLan•r.I PA.—,rd A...... t �i -•,y,~yf•'` �� w��' •.•i+i� ,y J r.. .n o•a n,u•.nn m � � u9f ♦ ,r-.. j-- .• "+f` Storer Mntro Communications Ina. •w.�,ry ,� 4q -enS lion Sw 0omptnn 1211 IIF / Tigard, OR 972.21 Adt tw ':ti'�1�,,+, ;� \•,air•� r', ,Yp►► �^7Axil•A 1 ,f n•��.r.r^,P 1 irqr r.e.n �.`•t et' • Storbr Ilctro Communications, Inc. •, h.�p,l,t� ,y y p] las above) .• r\ �(. ..�'4p u.-\w...... ....,......•.� N.,-r Ahbrrf I.n •x'i.w!y#J?�h%^I,r',1�.,i�.•/r+' LL) t•i L v 1 bl a..".x 1 It MA-9530-MN, M-21911 I'� f• ... » .«' -_. JUN 2 4 1982~ wr...Yl.� �►" n ,ate r ti _ 1111 ta-xl "I,IIRIi . r �A viewfi T t,,,, -it , �. . \ Ji► *y F �i '4 r �►. ,�r'L � 1A'�' ., . ilr9 ,, r ,�� ti r►pk-`"'f vy� wry 3 . w1R.�'ll'4t(,t�•f�pi 14 l�'j r;,�s " t';���'�11 n`�! ��,.„! ri.M "`1f115 ylt�� ,a1M•'�:• �:�*p'�I;r. 4,. /"'�r.x .�\,rC"y,V2 ny •h�. .M"yR,ti rf I ,11�" r •ft'.t �iltp. •1 r.t •i,,•.4� � �l.r,+♦. .. ,1►�a..:f• a•4.� jr+rY,.jrt(' 't6 1 IT•,x� ��i/ r v }xi•• t 14r♦..�r IIDd4�Al1.�It. • r• �. . IoKJ r,• .. . 't ��'r. .... '. f 1 1 A•i Dcscriptlon of Property ' �axon I/S tour Cable T.Y. / - E%IIIBIT A '�. A parcel of land located In the Northeast one-quarter of 3ectien 14, Township 2 South, Rnnge I West, of the Willamette Meridian, in Washington county, Oregon. said parcel of lend belnq a part of that parcel of land of r. J. Scheffler and cc. o sager WillettNand recordedeDucembern2,e1900 J by roe flu. $0047607.. :• rJtr,a, +• record of deeds, Washington County. Oregon. Said parcel of land being •6t,!y�} more particularly described as follower BCGINNINU at the Northeast corner of the Wortheaet dna-quarter of said „�,lf. •�� � r. Section lit thence South along the Easterly lino of sail Section 14, s F'1 �•j l..�y; ,,• . -- distanr of 677.15 teats thence South 09' 54' 10' West parallel with the Nortl,rly line of said Section 14, a distance of 15.00 feet to a point on the Westerly right of way line of Southwest 05th Avenue, said point being the true point of beginnings thence continuing South 09. 54' 20" West, parallal with the Northerly line of said section 14, a distance of 225,00 facts thence Soutn parallel with the Easterly line of said section 14, a distance of 125.00 feet to a point on the Southerly line of said 'sA.NoN 1" property; thence North d9. 54' 20' Cast, along sold Southerly line. 225.00 feet to a point on the Westerly right of way line of said Southwest 85th Avenue: thence North along said Westerly right of way line 125.0 feet to the True Point of Beginning. I d•, SVBJECT TO an easement for the purposes of serving and perpetually 1 �ip'ho maintaining sanitary sewer, water, and alerts rater collacticn, Said .'`r^� '�. f^• cerement doing more particularly described as follower NOW.-BEGINNiNG at tte true point of beginning of the previously described Y parcel, said point being the true Dint of beginning of the easement herein deseribeis thance South along the Westerly right-of-way lino of B.N. 05th Avenue a dir•ance of 115.00 toot; thence South 99' 54' 20" West parallel with the hirtherly n no of said Parcel, a distance of 29.00_ feet; thence North parallal with this Westerly right-of-wny line o se S.W. 05th Avenue, a distance of 23.9A foists thence South 09. 54' 70" West parallel with the Northerly of said above Parcel a distance of 106.00 feet to the Woaterly line of said above parcolt thrnca North along tr it-1lasterly line of said above parcel, r distance of 19.Oo fcets thence ,North 89. 94 20" Eeat parallal with the Northerly line or said Above parcel. a distance of I95•ooroots thence North parallel with the •-.»•�.t�rv.,w�7'�^,p'1N'"'''' Westerly right-ot-way rim uf,said B.M. 05th Avenue a distance of 2)'0 a distance of 70.00 0 Tt",•yf%�tts147 tearesis thvnee North 09' 51 20" East along said Northerly line of said above parcel at to the Nartlrerly line ul sold above p uNi ,r •' -`Y � , .N feet to the true paint of beginning of the easement herein doaerlbed. � rsr ' AND rlJRTIil:n SUBJECT TO an easrment for serving and perpetually maintaining • an underground pnverlinos said easement being 5,00 foot in width and ¢.r„•s running contiguous to and along the Southerly boundary of the above •� �r`•"•s', described parcel. e�F a r.,• ria •• •i• ' Blatt Of OatOoM 1 N /+•n+••• -...M.rw e I � ,.i•'� cwmry of W�,N•7Y" 1 t, •. �.w�,t1.►. +.'a./�'nM+tAt+r+� rlr�...nn.n.l t.ullrm�n'a•' c.n. .. ... ._ prrMr nal .. ..rµ.�..•. n^In.uA cw,.l,0o nr•Mr t�*M•�M�+fir�•• a; qR y I• .a pnnMn col•.an9 eK,.c� F vii, ,tea MMaa Ona nor,+a .e1 N •,1l' 141 ,1�• 1, 4. a,M,Inanl M 1r•oFw•t.• �4.!\..V V"^ I n•_ /���t•W'h 1..,, `�� r �+� x•�rN'l "1 0�F I '�It �41{�R l4'a"1r+4 111 .._m ,rs av,ret,,,..•. .-..a � .. .. .. Will __1 4.}7e '.� r•1-�ab'T`X� fr ••1 �f �I,- .t ,,fid "' '1, ��• . JUN : 1' ��T' �h w.e�r� tj+a� i�i MC's .a��j �:�itt'�'4's�1`a•�.Ct `�1 �S 'i''{If'� ► '�tr rla.' '�h � �S'rTl�y'titP' rrylr�r/ny4'�1 ,u ►r+i►� �^M�"S► �%►�"Mr•th`��`!A: .ru.+SMM.JIB:rr�^+'V..arJil��fr•a:�6V�6.�'�►. � t+i . ♦ Y 7_APOS-,INSKI-TATONE& ASSOCIATES, INC. DONALD ZAROSINSKI. P _ CONSULTING ENGINEERS RONALD G TAT"UNE,P.E &P.L.S. PHONE 15031 235.8793 STRUCTURAL RONALD B SELLARDS. P,E:, 3737 S.E. EIGHTH AVENUE CIVIL WAYNE A. BAUER. P,E PORTLAND,OREGON 97202.9761 WATER SVnTEMs .IOHN D.TENSEN, E T. &L S I T GEWERAGE SYSTEMS CHRIS C. FISCHDORN,P.L.S PLANNING LAND SURVEYING SAXON I ✓ PARCEL I 4-14-82 A parcel of land located in the Northeast one quarter of Section 14 , Township Two South, Range One West of the Willamette Meridian , Washington County, Oregon.on. Said parcel of land being a part of that parcel of land conveyed to "Saxon 1 " , a Partnership consisting of IP♦,7. Scheffler and C. Poger Willette and recorded December 2 , 1980 by Fee No. 80-043687 , record of deeds , Washington County, Oregon. Said parcel of land being more particularly described as fol' Lows Beginning at the Northeast corner of the Northeast one quarter of said Section 14 ; thence South along the Easterly line of said Section 14 a distance of 495. 00 feet; thence South 89054 ' 20" West parallel wit;Z the Northerly line of said Section 14 a distance of 15. 00 feet to a point on the Westerly right of way line of Southwest 85th Avenue, said point being the true point of beginning of the parcel of land herein described. Thence South along said Westerly right of way lane a distance of 182 . 25 feet; thence South 89054 ' 20" West parallel with the Southerly line of said "Saxon 1 " property a distance of 225. 00 feet; thence South, parallel with the Westerly right of way line ofsaid Southwest 85th Avenue a distance of 125. 00 feet to a point on the Southerly line of said "Saxon 1 " property; thence South 89054 ' 20" West along said Southerly line a distance of 380. 00 feet to the Southwest corner of said "Saxon 1 " property; thence North along the Westerly line of said "Saxon 1 " ro ert istance 307 .25 feet to the Northwest corner of said "Saxon 1 " property of I thence North 89054120" East along the Northerly line of said "Saxon 1 " property a distance of 605. 00 feet to the true point of becinning of the parcel of land herein described. Said parcel of land contains an area of 3.622 acres. J - 4] C7 W � I *-C. 1. Saxon T requests a minor partition of the above captioned property into two distinct tax lots. The purpose for this is to sell one of the proposed lots to the Storer Cable Company for their headquarters. 2 . The proposed use is not in contravention with Tigards Adopted Comprehensive Plan. 3. The public benefit derived will be in the increa6ed tax base , new jobs created and income locally generated by the construction and continued operation. 4. There will be no changes in environmental conditions. The economic aspects will favorably affect the area. The public service provided by the Storer Cable Company will significantly enhance the social and educational climate of the City of. Tigard and adjacent areas. The educational benefits have been addressed separately by the Tigard School District. 5. The access existing use and the proximity to central services make this ideal for the proposed use. 6 . The impact will be consistent with the present use and will not change the character or activity level to any degree. 7. There will be no new public services required. All ser,tices are now in place. r� ti J Cts U' U) J ZAROSINSKI-TATONF.. & ASSOCIATES, INC. CONSULTING ENGINEERs DONALD J.ZAROSI NSKI.o E. STn1JCTUnAL RONALD G.TATONE. P E.A P.L.S pt/ANE 1503)23x,8795 CIVIL RONALD 13. SELLARDS, P.1=. 3737 S.E. EIGHTH AVENUE WATER SV STE M3 WAYNE A. SAUL•n, P.E. PORTLAND OREGON 97202.3761 SEWERAGE SYSTEMS JOHN D. TENSEN, E.I,T. 9 L S,I.T. PLANNING CHRIS C FISCHBORN. P.L.S LAND SURVEYING SAXON I PARCEL II 5"r k.-"le- 4-14-82 e,4-14-82 See mvrsfo, JAW G- yee- A parcel of land located in the Northeast one quarter of Section 14 , Township Two South, Range One West of the Willamette Meridien, Washington County, Oregon. Said parcel of land being a past of that parcel of land conveyed to "Saxon 1 " , a partnership consisting of F.J. Scheffler and C. Roger Willette and recorded December 2 , 1980 by Fee No. 80-043687 , record of deeds , Washington County, Oregon. Said parcel of land being more particularly described as follows: Beginning at the Northeast corner of the Northeast one quarter of said Section i4 ; thence South along the Easterly line of: said Section 14 a distance of 677. 2.5 feet; thence South 89054120" West , parallel with the Northerly line of said Section 14 a distance of 15. 00 feet to a point on the Westerly right of way line of Southwest 85th Avenue. Said point being the true ioint of beginning of the parcel o." land her.ei.n described. Thence continuing South 89054 ' 20" West , parallel with the Northerly line of said Section 14 a distance of 225. 00 feet; thence South, parallel with the Easterly line o said Section 14 a distance of 125. 00 feet to a point on the Southerly line of said "Saxon I" property; thence North 89054 ' 20" East along said Southerly line a distance of 225. 00 feet to a point on the Westerly richt of way line of said Southwest 85th Avenue; thence North along said Westerly right Of way line a distance of 125. 00 feet to the true point of beginning of the parcel of .land herein described. Said parcel of land contains an area of 28 ,125 square feet. .2. h-B -bU 49 J G] C7 0 cs: .:1 '1 S H °54'20"W. 620.00 I I ` tf� CO -----•• 3 f r - - 0- -- - - Fd.R.R.S 605.0 -. --Cylone fence on ProPorly Line v4dod 7Conc.0 rD 1--r � j , r 'I . N u � _ 9 'ST0RM - MN. - —_ 12 S701tM _ - ------ c.a. ---- - j �- 15" j Concre»� I .Side.,Dlk�� LU ' H ►� I I m Q 5'Concr.n PA R G E L I Side"lk 3.622 ACRES I ac I n O O N 19 M 1 L h - - --- - `Vib"5420"W. 225.00'----- -- I 5 5'idemik SdewalA I r 0 PARCEL7T , , 0.66 AISTO CRES- 10 STO 2 R tf - —o H' WATER 1/ b �o i T -.-- N.890 54'20"E. 1;20.00' o _ ao n- — - 15' w wl NL 1 DING PERMIT APPLICATION CaF TIGARD DATE_� �• . Ig ° #/7 THE UNDERSIGNED HEREBY APPLIES FOR APE RMIT FOR THE WORK HEREIN INDICATED SUILDERPFION !7�=�-3`�J OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS ANdECIFICATIONS, LOT NO IY A JOB ADDRESS _ ��+• I�^j•�% yC_ ARCHITECT �` /',a 3UI-oz,, • ��A004ESS %i. �(_/ i-�',l// �..C��l�J�t ✓/• r±c � `bf f-1 319 ./ STRUCTURE _ NEW ❑RFN1nDEL DADDITION ❑REPAIR_ ❑RENEWAL DFIREDA_MAGE DDFMOLITION RESIDENCE COMh1 DEDUCATIONAL DGOV'T DR-LIGIOUS DPATIO DCAR PORT DGARAGE ❑STORAGE QSLAH ❑FENCE OCCUPAfJCY %7"-LAND USE ZONE_/,`�4__DLDG TYPE-4t A_.FIRE ZONE PLAN CHECK BY HEAT_� 10r 121 C04&. T -SEWER PERMIT 9-U LOA-Q—/� FLOO.R LOAD SO FIEIQ!T__Z4e__ NO,_!�TURLE 5 AREA.260 > NO LEFT SIDE LS�e&BEDROQ =V�,U SUILDIN�. DEPARTMENT rr��'� Z — SET BACKS FRONT I•Jti REAR /0, LEFT SIDE Permit V 33 /. -- THIS PERMIT IS ISSUED SUBJECT TO THF REGULATIONS CONTAINED IN THE BUILDING CODE, .ZONING I F,qn Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THLT THE r--�!'— WORK WILL BE DONE IN ACCORDANCE WITH THE PLAYS AP40 SPECIFICATIONS AND IN CON'PLIANCE WITH total 3 7, C2 0 ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Q RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY PUSIN_SS mate Tax �3•�U LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND nHEATINGGw. Total -U�({ SDC - /Pat.% -,-J& //JCA) PDC ,---+++ - ` APPLICANT OR AGENT Approved Receipt No Ar1ngE55 PHONE�ec PDC SEWER CONNECTION $ At.P+- q•tc) SEWER INSPELTION $ SEWER SURCHARGE $ 3te.";" tR4 4. =440� ✓ P — — -rh�c� . ►�I�� E a1C.5 .els 0� (I � r S of pe'A iL II Comments :CIO I e Pc lift4 219-6.5, t 13) 50 = iso. s� _2�►•y' P.�. X 8.40 ;Qe 1.0 $r ��►�1�tM �u�cYvC� , oxo. 4�� '�� �f1. Zlc � j 74 0' u pe, 1� 2 �0 q � � f3 BUTAING PERMIT APPLICATION TIGARD DATE_ SewL _ 19 U2 4179 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOM T HE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE U� ' LOT N0. 2:,1 lhA OWNER :.corer t;ahle Clrw JOB ADDRESS 11;295 S.W. 95th Ave ARCHITECT Non Iallr.r - 6<"+-334? ENGINEER BUILDER _A11_U it Cow;sgrcial klldpWDRESS 7100 S.td.Jj x On :>t DESIGNER _ STRUCTURE D.NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 11,COMM ❑ EDUCATIONAL ❑ GOWT ❑ RELIGIOUS ❑ PATIO 1-1 CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY f;,.2--LANDUSEZONE ___BLDG.TYPE �'�_FIRE ZONE___ PLANCHECKBY it HEAT-_--�_ s.a„struct a cable cown,unicatiurs buildin ; all per plans & code. L -- -- `e►larate plumblt117 b merebanical permits required. SEN/ER PERMIT 0 n OCC.LOAD FLOOR LOAD HEIGHT ('' o:).STORIES 1 AREA °'11� r' NO.BEDROOMS _ VALUE BUILDING DEPARTMENT Li SET BACKS FRONT REAR LEFT SIDE �r�.F. RIGHT SIDE _ J Permit 337•ty(J THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE �37.f111 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF TH'S PERMIT DOES NOT WAIVE Sub total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS P.EOUIRED FOR SEWER.PLUMBING AND HEATING. State Tax 13�" - Total 5U.4SDC — PDC# APPLICANT OR AOENr By A: -- — - Racalpt NO. 111 /C,1 s�� ° 1` '� Approved _ __—_ \\ .�� ADDRESS PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Permit No_`._ 3�_ b-rX' I S38-9,k76 / 7. Rough-in Fixture - Final HEATING -- Contractor 's- . _- Permit No V r Gas or Oil Rouph•ln � ----- ---- __ _-- -_ Final SEWER Final DRIVEWAY Final CO LD Storm Dralna9e I_ Main Drain)Final I — Sidewalk - - — Curb&Street Final Approach y11111G.DDEPT FINAL j TEMPORARY -TI-CERTIFICATE OCCUPANCY Final v CLRTIF1CA1'E OCCUPANL i ' Lendsraping Zoning Final BUILDING PERMIT APPLICATION TIGARD DATE_ 17 8 TH[-UNDFR SIGNED HF-RERY APPL-IES FORA PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOM^ANYIP,IG PLANS AND SPF(,IFICA I IONS OWNER PHONE LOT NO. ' -• ! ',.. OWNER _i;•;,%Y, _ ,JOB ADDRESS - - 'ARCHITECT Wt ENGINEER BUILDER 1UTItir' (41 41WTCi-al t;ld:ADDRESS :'100 SW_lis,ioton `;t DESIGNER STRUCTURE _ ❑ NEW_ ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOVT ❑ RELIGIOUS ❑ NATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB[.] FENCE OCCUPANCY _ LAND USE ZONE ---`► BLDG.TYPE _ _FIRE ZONE_ — PLAN CHECK BY HEAT .. 1: 1i,c:i ;,rani , pavinC. cone. work, util. services, sewers, irriratiori system. SEWER PERMIT# L t` - $47,0f) for i BPevti, f•>c c ly. OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE - BUILDING DEPARTMENT SET BACKS FRONT ? REAR LEFT SIDE RIGHT SIDE _ Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check _ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS 10 HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State Tax --- - SDC— :`_`•' �� Total _ PDCq APPLICANI OR 4(3EN r,, —� ey Receipt No. � / -.,/'I I ' Approved ADD 99- - - PHONE - DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor a C _ 3 8•/!$78 -- -- Permit No. -- Rough-in FixturoFinal HEATING Contractor Permit No. Gas or 011 Rnugh•in CL -- -- _ � Final � � SEWER Final DRIVEWAY co Final Vr Storm Drainage —� (Rain Drain)Flnel Sidewalk Curb A Street Final Approach M.Do DEPT.FINAL TEMPORARY CERTIK'ICATE OCCUPANCY Final CERTIFICATE OCCUPANCY -- Lands(:ping Zoning Final 16 BUILDING PEHM.T APPLICATIONTIGARD DATE L19-& 4/76 THE UNDERSIGNED HEPIEBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE GQy a33 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE - O.JNEfiP'G}O+�`�l.l1�� LOT NO. OBADDRE5S I�QZ9� S4� s,i •/�ye. SARCHITECT-!Q, ►k G8y•�343 Qi. ENGINEER BUILDERAjIQA4r&CbbII"Wt1j0 QMDRESS 7LOQDESIGNER STRUCTURE YNEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE COMIA ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CAR POHT ❑ GARAGE ❑ S"TOR E ❑ SLAB❑ FENCE OCCUPANCY 'Z LAND USE ZONE ��BLDG.TYPE '^_FIRE ZONE � PLAN CIIECK BY� _HEAT SEWER PERMIT M _ OCC.LOAD FLOOR LOAD = HEIGHT NO.STORIESAREA — NO.BEDROOMS VALUE3Z,OW BUILDING DEPARTMENT SET BACKS FRONT fe 04NDEAR LEFT SIDE RIGHT SDE Permit ,Z_oo THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE LEIMING CODE,ZOwNG ,,rr�ae REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT TEE Plan Check VDRo WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE n WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE sub—to �2 tal 70•QO- RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS p 5 LICENSE_SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax G7� 2 Total 7 ."/$ m, 111" FULA APPUCANT OR A ENT By Receipt No. K 4.14WA�Acis Approved ADDRESS •--�k PHONE soc 300 iso.' iF 13(.3oV- eZAb PJ. = &8.90 POC SEWER CONNECTION $ � P.t• �'��T' Cb` . Ir..1d) 9ee*"/096f 17 Do SEWER INSPECTION $ ��� �•Z6/Se. SF'UER SURCHARGE $ 3 s: 00 -J Cnmm cY�*Ca a�V" �_` Y`i �-'�Ij. �V � �11� '�/���" 7�0•�'t,P/�,��� �8.� eff s;� RIA5.R1 ' URN BURR Rt PRUME EMU P O BOX 127 • TUALATIN, OREGON 97062 • PHONE 687-2601 J STIRRER C#4QLE COMM. (NEW) JUN 30, 1902 P 0. Box 1514 Portland, OR 1381- 1 353B--013--000 Dear Ron Miller, This is a Fire and Life Safety Flan Review and is based on the 1979 edition of the State of Oregon Structural Specialty Code and Fire and Life Cafetu Cade (UBC ) and the 1979 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) and local of dinances. Fire stops, blacking Or' framing members pierced for utility runs require p -4cking to equal. Lire resistance prior to such Piercing. Wc ,d frame construction requires firestopping of both veritical and horizontal draft openings at maximum intervals of 10 feet. UBC Section 2517( f ) Hardware for all doors required for egTrss is required to be Of a simple type having no provisions for locking against egress, u.­ith Obvious method of operation. Flush bolts other than listed automatic are not acceptable. UBC Section X303 ( see exception ) . Surface flame spread rates of walls and ceilings, minimum requirement: stairway 25, corridors - 75, other rooms UDC Section 4204. All exposed insulation materials, including facings, shall have a maximum flame spread rating of 215 and a smoke density not to exceed 450. UDC Section 1710( c ) . Thermal insulation shall not be installed within 3 inches of a rrrassed light fixtUTi e enclosure, or ballast and shall not be installed above the fixture as to trap heat. UBC Section 1718( d ) . A firefighting water' supply is required ( prior to any combustible construction ) within 250 feet of all portions of the building (UFC Section 10. 301 ( c ) ) . LD Submitted plans are approved for construction subject to the J above noted items If you desire a conference regarding this plan review or if you have quE-stions, please contact Robert G. Chenette at ( 503) 682-2601 . Sir�crrr3 im floc wort i Fire Prevention ureau .rl ^7( *4 •1e77 l,C+nf ;P:4 rrTl^_".!- I I ' 1 I I µ in 20 ON z 0 'Z O�a � � m I u 1 I w .�. i o �5t u u .J o N N K m IL I I + M N b U) b a 0 J aro 4. ,A u 4 2 I O NPI u h d m 0JJJQ. N A mtn dad o {L [p� 1 if C•� 0 •1+•v•., u C d a N C^�J 1 1 Fl j W ro.. L •.+�+a.w�i o c h S N b 0'. ro t� N JI H d x a+4•LL Y O dQ O m r+ k cn++ A N i + cb I N E th IZ>w Q O o O 7 u y UI 4. .r d m m 4 Vf , W l m o w u y •N L a 11 u d > b b •A A. 7.V. > $N y sl 4• �.�y R a Y h u (.� I U K O O LLC 4m O h..ktl�tl'A ? U a 1 urmw �a-W44 I mL7 da• ror+ � I ' FO dbabN 42 + : u F L •O (. 0 0) d•/ a O C. 4 0 r C O•A i C,. 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I v N f• + ►+ II ! }} N V I I " FINAL ACTION STAFF REPORT SITE- DESIGN REVIEW TIGARD PLANNING DEPARTMENT SW Ash ITY F T'OA� Tigard, Oregon 97223 C44 WASHINGTON COUNTY,OREGON July 1, 1982 DOCKET: Site Design Review SDR 9-82 Storer Metro Cable Communications APPLICANT: Storer Cable Communications, Inc. 7100 SW Hampton Tigard, Oregon 97223 OMER: Saxon I 7p 1 SW Columbia, Suite 1222 f-ra - Portland, Oregon 97258 SITE LOCATION: SW 85th suuf-h of SW Durham Road (Washington Part of Lot 1100) , County Tax Map 2S1 14A, REQUEST: For site design review to allow construction of a 2,00 building and accessory uses on a 28,125 sq. ft, lot. 0 square foot PREVIOUS ACTION: On May 24, 1982 variance to the Tigard city Council ordered approval of a Of the 28,125 s the minimum .lot size in an M-4 Square foot lot. zone to allow creation On March 2, 1982, the Tigard Planning Corrm.ission a construction of a 100 ft. radio receivin pproved a C ower. onditional Use for t SITE PLAN/DESIGN REVIEW: The applicant is ro foot building the �pSite to construct a 2,000 square facility. The building will include Offices site to house a c applicant and an access studi.oableIn communications buildin is proposing to erecta 100-foot radio receiving g rind receiving tower meet the setback requirements tower on the site. the lined in Section 18.52.040 of the Tigard Municipal The under. the �irements for the M-4 zone as out- maximum height allowed in th` Code. The proposed use permit was issued M-4 zone. As stated earlier, building is maximum height i to allow the tower to be constructed in a conditional F �irement, excess Cf the 75 ' " The parking requirement for 5.7 this facility is 6 s ces. '~- access is)ad The applicants have provided 9 's` (2.000 square ft, office -� equate to serve the site, paces. e existing 24' wide two-way 85th as it is already improved to City street impi•ovemenUs a,-e necessary to SW Y standards in fr�,�,t of the site, The landscaping -' plan provided by the applicant is ad t Plan was submitted. adequate. However, no irrigation T� ' applicant is proposing to serve the site with s 71 applicant lis which run through ewer and structures to the west, g the property water by connecting to In addition p Percy to serve the two warehouse office line which serves those properties ' the applicant plans to run storm s p pert.ies. The applicant ewer into a —'�----- 12755 S.W. ASH p ►�ay t i� into 1�1 vi i ncr mer O. BOX 23397 TIGARD, OREGON 97223 PH:639-4171 FINAL ACTION STAFF REPORT SDR 9-82 Page 2 and storm sewer lines. However, the applicant sna11 + ;nto the sg= main in SW U5than s He into the existing private line onthe In addition, r e app icant shall assurestthe City that an easement exists for the sewer, water_ s��s .Fnd storm sewer linetipg oR e proiDery serve e property o e west. �� STAFF ACTION: Staff approves the site plan for construction of the 2,000 square foot cable communications facility acid erection of the radio re- ceiving tower with the following conditions: 1. The owner shall apply for a sign permit. X2. An irrigation plan for landscaping shall be submitted and approved prior to Y issuance of building permits. ✓� 3. The owner shall assure the City that an easement exists on the site for the 6" sanitary sewer line`;T-11 storm sewer line and 8" water line which run through the site to serve the property to the west, prior to issuance of Building permits. 4. The owner shall connect a private sewer line to the 10" sewaer line in SW 85th. A street opening permit will be required for work in the public. right-of-way. The sewer line shall be constructed and connected prior to the issuance of occupancy permits. Prepared by: Reviewed by: Eliz eth A. N . t n Jeremy M. Coursolle As iate Planner Associate Planner WrE: Sign below to acknowledge conditions set forth for this project, and return to the City of Tigard Planning Department. Failure to acknowledge will re- sult in no further action on this project with regards to issuance of Building permits or engineering approval. Signature - Applicant Date U; J Signature - Applicant Date .J N� _ l r, r— �i6a xa5 m v �t m c = 4 � •t g I,y m In cn In vl In cn y e ,� '• e �;� a a€ NN N N 10 N N N N d 8 a• .M Mr IIoG _ � S • Ss � • 3 = 5sf S = atR 5 -aF$ 5a 's � s, S - gssw3 S � y", •S 3s� � 6 ^• ��g R . « w r a ^ •. r r r a n <�w e • n • r S • • n a e a = r Z r w S -r- r N r h • w M ♦ N • P . �. r r • ., • r � r . n ♦ • w • � e F w � • .. y • N r n F M N n N . w «�< y�r • . « N n N . r Or ds V N N • ♦ s N Add- -1: wws • r • ti w rr1� • w ♦ • y n � w . � • n ♦ • . M• • r ti • N t « • • _ _ • < « f R O ry ♦ M w ♦ � P • P r • � P n w a w .r < h ♦ N . r • • n ♦ V � • � • i • j w w ♦ •• • '• • r w w ♦ a r Q .•. • h w n ♦ < • ♦ ♦ P N • w + ♦ . A♦A f r • w w)n•' N A ♦ F r w w e n f w ♦ 1. 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R w ♦ w a ♦ rel'. < ��F�•. . r !# • r w • ♦ n ♦ • N • ^ . � .. r a w s . Zr • w � « w r w � Y N 0 w • h ♦ o ♦ e . w »r ♦ N r • . w r a • n . • ti P . P . . . . . . . . ... N N h . h • r . « h n . • M cc J ♦ ^ • • r ♦ . . r r w • r f • • . w . • • r • n ♦ . ♦ _11LO1-IN a 1 0 INN I I ov a a = ADDRESS: TN v" U in i:lrecordsVnicroflm\targetslt)uilding.doc DEPARTMENT OF LAND USE&TRAlSPORTATION / WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,OR 97124 COUN'T'Y, INSPECTION REQUESTS: 503/510 3561/693-4415 XXXXXXXXX---> 640-34'/U OREGON Page 1 of Oate 01/24/9b Time 16 : 0U Permit 'Type Commercial Electrical Permit Permit # 05063231 Permit Status APPROVED Applied : 01/24/95 Situ:_: Address 16336 SW 85TH AV 'T1 Issued 01/L4/95 Permit Title USA DURHAM PLANT LUT VOL`1'AGE. Completed Permit Descr .. ELECTRONIC ACCESS C:ON'VROL To Expire 07/23/95 Project Title USA DURHAM PLANT LUT VULTAGE; Project # P0047U44 Project Vescr, ELECTRONIC ACCESS CUNTRUL * LROSION � Parcel Number 2S1'Tl - Land Use District Valuation U Leiai Desc.r. UWner 1NSPECTION - TIGARD Construction LITH Applicant Name ALLIED SECURITY Classification 900 Applicant Addr. : 1b03 NE: MLK JR BL Occupancy PORTLAND OR 9'/23:1-3345 Validated by E8 Applicant Phone: 2131-1177 Inspector Area !•'(,e description Units Fee/Unit Ext fee Data -------------------------------------------------- Limited Energy/Alter ./Extension 1 4U . 00 4U. 00 Ubt.otal Electrical Fees : 40 . 00 estate Surcharge of bt 2 , 00 'i,otal Electrical Fees : 42 . 00 ** * Fees Required *it * *** rens Collected & Credits *** Method Check # Receipt No , Date Payment CA:iH UUtt U1/Z4/5'S 4Z , UU TOTAL '1'H 15 DA'Z'E * ** * * * 42 . U U E'ees : 42 . 00 Ad3ustments : , uu 'Total. Credits : . 00 'Potal Fees : 42 . UU 'Total Payments: 42 . 00 Balance Due: . 00 J G] wNOTICE This permit becomes null and void If the work or constriction for which It Is Issued Is not commenced within 180 days Once construction has started, J the permit becomes null sod void II construction Is interrupted for a period of 180 drys. I certify that the Information presented by the applicant and his agent or agents In support of this pe-mit Is true and correct to ti,e best of our knowledge. I acknowledge that the Rullding Department's reliance upon false and misleading Information may Invalidate this perm:r. All provisions of applicable laws and ordinances governing the construction and use of this building or stricture will be complied with whether or not specified on the plans or noted on the plans correction sheets. I acknowledge that the granting of a permit does not grant authority to access private pro,ierty or to use easements. I further acknowledge that the use or occupancy of the structure or building permitted depends upon my calling for Inspections at varlous tines during the process of construction and the building Inspection staff verifying complisi ce with the various codes. Use or occupancy of the building or structure permitted prior to approval by the Building Department Is solely at the risk of the applicant and such use or occupancy Is revocable until all Inspection requirements are satisfied and approval Is given by the Building Official. I further acknowledge that a lien may be placed on the title of the property upon which the permit Is Issued spec:fying that the use or occupancy of the building or stricture Ie provisional and revocable until the satisfaction of all Inspection requirements APPI'-ANT'S SIONATUAE WASHINGTON COUNTY RESTRICTED Department of Land Use & Transportation ElectricalNorth Inspection Section ELECTRICAL. ENERGY 155 North First Avenue, #350-12 Hillsboro, 97124APPLICATION Information: (503 6464 (0-3470 Fax: 503)693-4412 PLEASE PRINT Please complete all sections, 1 thro.ugh 5. Permit No. 1. Location of Installation Date Address ��- �" igIA- - — city_ Zip Code 4. Type of work: Map No. Tax Lot RESIDENTIAL Restricted Energy Fee $40.00 (for all systems) Thomas Map Book: Page _ Section ^_ Check type of work involved: Directions Audio and Stereo Syst-ms* Commercial � Residential Burglar Alarm Telephone Systems' Tenant Name Garage Door Opener' (i.' commercial) Fire Alarm Heating,Ventilation and Air Conditioning Systems* 2. Contractor application: Vacuum Syhems' Other Electrical Contractor AL IC 0 i t e mry _ -- Address — ( it/`r A I L K• r. U( t/17, COMMERCIAL Fee for each system $40.00 City 61- LA,-t7 _ Stated Zip q f.233- P(c (see OAR 918-260-260) Date i129,/9r' Job Number Check type of work involved: Property Owner - 0. S A -- Contractor's License No. 7•(-'1 10 Contractor's Board Reg No. G_; y (v - Boiler controls Clock Systems Phone No. Dais Telecommunications Installations Fire Alarm Installation 3. Owner application: HVAC Instrumentation Print Owner's Name Phone No. Intercom and Paging System Landscape Irrigation Control' Address Medical Nurse Calls City State Zip Outdoor Landscape Lighting' This permit is issued under OAR 918-320-370. The applicant agrees Protective Signaling to make only restricted energy instalInVons(100 volt amps or less) Other [f t r 7(r-A-11( 4, e t1 S S under this permit and to do the following: 1. Only use electrical licensed persons to do installations where required. (Certain residential and other transactions are exempt Number of Systems from licensing. These have asterisks(0). All others need licens- Ing �C 2. Call for on Inspection when all the installations under this permit 'No hcensef are required Licenses are required for all other installations. are reedy for Inspection. 3. Purchase separate permits for all installations that are not ready S. Fees 1 Jfat Inspection when the Inspector is out to inspect under this ., Enter fees $ permit. 4. Assume responsibility for assuming that a!l corrections required j by the inspector are done.and X total.05 5% Surcharge l above �t 5. Assume responsibility for calling for a final inspection when all of g ( ) $ C the corrections are completed. The person signing this permit must be the applicant or a person Trust Account $ authorized to hind the applicant. ,16 Total $ / • r) n Signature Authority if other than applicant — This permit becomes null and void If the work authorized by the permit Is not commenced within 180 days from date of Issuance For Inspections call of such permit or If the work authorized Is suspended or abandoned 640-3561 Dr 693-4415 El a time after work is commenced for a period of days. Electrical ical Permits are non-refundable and non-transferable,ble. 24-hour recorder, one working day In advance of need BL24.114 CITY CSF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 PLUMPING PERMIT PERMIT #. . . . . . . : PLM94--0116 639-4171 DATE ISSUED: 06/24/94 PARCEL: 2S113BO-00600 SITE ADDRESS. . . : 16336 SW 85TH AVE SUBDIVISION. . . . : ZONING: I—P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . CLASS OF WORK. . :ALT GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . :B2 FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . : STORIE3. . . . . . . . : 1 WATER HEATERS. . . . . . . CATCH BACINS. . . . . . . : FIXTURES---------- --- LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . , . . . . . . . . URINALS. . . . . . . . . . . . . GREASE TRAPS. . . . . . . : LAVATORIES. . . . . : OTHER FIXTURES. . . . . : 1 TUB/SHOIJERS. . . . : SEWER LINE (ft ) . . . . : WATER CLOSETS. . : WATER LINE (ft ) . . . . : DISHWASHERS. . . . : RAIN D14AIN (ft ) . . . . : Remarks : Durham Waste Water- Tvs:-atment Plant— capped off a sewer- line Owner: --.__.____._—.-----------------.--------------------.____.__ FEES HDR ENGINEERING type amount by date recpt 16336 SW 85TH ST PRMT $ 25. 00 5PCT $ 1. 25 TIGARD OR 97224 Phone #: 684-4615 Contr-actor: ----------------------.—____—_.- CONTRACTOR NOT ON FILE ---------------------------------------- Phone #: t 26, 25 TOTAL Reg #. . . - ------ REQUIRED INSPECTIONS ----- -- This perait is issue subject to the regulations contained in the Top—out Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. AH Morn will be done in accordance with ` approved plans. This perait will expire if work is not started within 188 days of issuance, or if work is suspended for Rare than 180 days. Pev'mittee Signatut-Fa : Issued B y . Call for- inspection — 639-4175 City of Tigard PLUMBING PERMIT Planck/Rec. # 13125 sw Hail Blvd. APPLICATION Permit # P/& lao 1/�, Tigard, OR 97223 (503) 639-4171 Description --_ Durham Wastewater Treatment Plant ORS 814-21-610 FQTY PRICE AMT Job 16336 SW 85th St. FIXTURES Address 7.50 _ Tigard, OR 97224 Lavatory 7.50 "'^ '^ Ub or I u ower Gomb. HDR Engineering, Inc ower Only 7.50 ^• Water Closet Owner 16336 SW 85th St. (alts -y(cIS rwaster Garbage Uisposal Ti and OR 97224 Washing me 7.50 "'^' rain HDR Engineering, Inc. at�eater Occupant u ry Hoorn I ray 7.50 16336 SW 85th St. loy- 1 Urinal _ Other Fixtures(Specify) Tigard, OR 97224 �. � 1.50 .�. 7 7..m Contractor __ MISCELLANEOUS Sewer ist ea. ddt. 100 -- Water Service Ist-TTieM30.00O re y ac ow ge a ve rea is app ica ion, ha a Water Service ea. Addit. 200'information given is correct,that I am the owner or authorized agent ofthe owner, that plans submitted are in compliance with State laws, that I Storm d Rain Drain 1 st 100' am registered with the Construction Contractor's Board,that the number Storm d Rain Drain Addit. 100' 15.00 given is correct (If exempt from State registration, please give reason below.) Mobile Home Space 25.00 Back ow Prevention Device or Anti-Pollution Device 7.50 " ny rap or Waste Not Connected to a Fixture 7.50 Describe work new U a3aition U alteration U repairTj— Catch Basin . to be done residential O non-residential Q See attached letter Insp.of Exist.Plumbing per hr _ Permit to sewer line capped o f yr Specially Requested Inspections per hr Existing use of Rain Urain, rjn&family building or property Removed Trailer from site dwelling 15.00 _ Residential ac w prevention — 2 Proposed use of devices 15.00- building or property xcepf residential ac ow prevention devices) NOTICE 'Minimum Fee$25.00 SUBTOTAL ` + it PERMITS BECOME VOID IF WORK OR CONSTRUCTION 5%SURCHARGE AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS PLAN REVIEW 25%OF SUBTOTAL COMMENCED. TOTAL Special Conditions -- _ _— Date issued— i — —by k.PUA BPVT CITY OF TIGARD June 22, 1994 OREGON ✓UNC �'� 3 1-99 HDR Engineering, Inc . \ 9500 SW Kruse Way Lake Oswego, OR 97035-2569 REF: Sewer/Surface Account #820163360 Dear Cheryl : I discussed your account with the personnel in our building department and was told that you will need to purchase a plumbing permit, schedule an inspection with the City and once the inspector signs off on the plumbing inspection that your sewer line has indeed been capped off, I can then write off the sewer charges and close this account . I apologize for not bringing this to your attention when we talked last week. This is a procedure required for closure on any sewer account . Please call me if you have any questions or concerns at 639-9171, extension 326 or 639-1559 . Thank you . Mary. G uss Accounting Manager R X33�o Suv 1�b '- N 10 c�ctir2LQ ,V n- 1 H J C� C.7 L1) J 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772