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11920 SW GREENBURG ROAD-2 • r• •♦ r ,,• at , 1 S. 'ate ! , y J - ..f rt' ,�.: -r �i 1• =1�.��r �` .. ,r .. ala, ♦, t .1' .,7f'•. 4` Sr,r r. � ``• �' N�•w .�: Ij v1��'1�5�: ti'.�' �" �-( rr y i�•.ti. 'SS�� �, ~ I,'. L — •� a VAP %4 f , V t -� Z.., • � � ��������fir•.......,_..__.,-- , �" ` { , �'• � . `� ._•_ I v i�,I G i ... I'5-rI hl �! _ _1 -�J roti, V LST 5-rr—.M �____ 1 •� Jar , op r 1 PH � 1 /f ; 1p �y I cO 1�p. 00 t 40 60 11920 SW Greenburg Road Suite 150 ' 1 of 4 ,_ .. If this notice appears clearer than the document, the doctrment is of marginal quality, 3/4/97 I � � II � � II � iIi I � IIIIlr VIII I IIIIIII S I I i ` I I ! I I I I I I I ► ' � , . SII Ilillll _ IIIIIIIIIIIII , � IIIIIIIlII NCM -AD �N CH iN�► I I I I I I III 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 l I I I l I l I I I I A III I I C I � I ► II I I I I I I I I I I 4 I IIII III II . � I li1 • 1 ' iliioliill Jr__ GENERAL NOTES AND SPECIFICATIONS +DIVISION' 1 GENERAL, CONDITIONS DIVISION 9 FINISHES �- •- � I . Drawings reflect the final configuration only unless spec'd 1 . Gypsum wall board to conform to the provisions of ASTM C-36 ( O otherwise . The contractor is responsible for temporary and/or ' and be water resistant wren used within 4 ' of floor. in restrooms , N in progress stability & safety of construction . Protect alb exterior surfaces , behind sinks or other wet or damp locations . (p ,. 2s, r materials at jobsite from weather damage . Rated walls/ceil.ings require use of rated material . Joints and j'"/ �/ j ,' I 2 . A) Verify confirm all dimensions & conditi ns prior to fastener dimples to spackled as required for rating (all surfaces ) / t fabrication or construction . Notify & coordinate any changes and be finish s ackled where exposed to improved space, 'i xI ST �, QL P P A P (offices , x► ,•• with Engineer before proceeding . restrooms etc . ) Fastening to be per the requirements of the C� 4- t �' B) Maintain site tidy throuout the construction process rating where applicable and tables 47-G&H UBC. Max, fastener % 2�2• ! j cleaning daily if required . At completion of work remove spacing to be 7"o/c ( nails ) and 12" o/c ( screws ) . all debris , waste extra material etc and deposit .in an 2 . Finish to match existing finish at patchwork & mating surfaces . approved/legal point of disposal . Leave project broom clean 3 . Restroom finishes : with windows 'Washed, interior surfaces dusted etc. N) floor - sheet vinyl 3 . Applicable code 1991 ed UBC as amended by the State of Oregon B) base - 6" rubber # --- -- - - Des gn loads : C) Nainscote - plastic lam. on W. R . Gyp. bd . A) Roof LL = 40 pGf D) wall - enamel on W.R . Gyp. bd . B) Wind load = 80 mph(B) E) ceiling - enamel on Gyp. bd . C) Seismic zone 3 4 . Suspended ceiling to be : `_ . N( ( � •,'Z D) Soils capacity 1500 pBf ( UBC type 4 (assumed) ) A) 2 ' X 4 ' grid -"v 5 . Special inspections as required by chapter 306 of OR State Building B) matte white fissured finish (acoustic ) Code and this office are : C) flame spread equal to or less than 25 A) Foundation excavation and tube column prior to pour at wind D) meet req ' s of UBC std. 47-18 & ASTM C63-69 ( 76 ) I ICF H col only. A *X 15-T • DIVISION 15 MECti & PLUMBING �� (3� BIkE RhCt� i _ -- -- 1 DIVISION 2 ED SI`IE' WUPK 1 . Mech system is existing . ( has sufficient capacit for new area . 1 . Footings to rest on firm undisturbed natural soil 18" (min) below 2 . Provide downspouts and storm piping connected to the existing _f 7`�1__ finish floor!oriyi,, , ' or final grade. over excavate if necessary system per code in a manner not harmful to footings . - -- _ • '--- -- - to firm bearing . Compacted crushed rock may with engineer' s 3 . All equipment and ducting etc. to be anchored/braced for wind approval be used to bring up grade to originally intended levels . 2 . and/or seismic loads speed in 'div 1 ; bracing shall comply with Protect all vegetation and natural features not required for the SMACNA Restraint Manual Guidelines For Mech Systems . XIvTIC� _ removal . Remove only that minimum amount required to complete 4 . ENERGY REQUIREMENT$ VA . project . Coordinate with Engineer/owner about removal of any A) Extend duct ' g from existing system. V•I�J ( (3 .2) vegetation etc . in question . Keep all equipment to designated B) Duct insulation to meet tha requirements of Code section ' areas and away from features to be protected . 5304 ( c) H �CAP P.4R- C) System controls to meet the requirements of Code section DIVISION 3 CONCRETE 5306 r..� ]. . A) Protect all' concrete until sufficient strength is developed D) Misc . piping and plumbing to be insulated per requirements �a to prevent damage. of Code section 5307 & 5308 . `C\ B) Aluminum conduits etc not allowed in direct contact with E)- Hot water temperature to be adjustable and automatically concrete . regulated and with lavatory provided with device to limit `L C) Concrete finishes to be smooth troweled where exposed. ! flow to 1/2 GPM and outlet temp. to •110or. System to be 2 . Concrete strengths to be: (all at 28 days lab cure) provided with shut off device( s ) . - \ A) footings , f ' c = 2500 psi F) Mech subcontractor to provide evidence of compliance with B) Slabs , walks & paving f- ' c = 3000 psi above in the form of a completed "Oregon State Energy Code C) Walls , f ' c = 3000p� , �i worksheet( s ) . � �X T' G 3 . Reinforcing to be A3TM Gr 40 (deformed) UON. All reinforcing �. ' to be securely tied in place and supported as required to maintain DIVISION 16 ELECTRICAL A RICIN G� (4 1 '\ spec 'd clearances . Bar laps to be in accordance with ACI 318 . 1 Electrical by separate permit . 4 . Typical bar clearances : 2 . Electrical (lighting ) design to comply with provisions of the A) Earth formed surfaces - 3" Oregon Energy Code . Electrical subcontractor to provide evidence \\ \ B) Weather surfaces - 2" of complience with above in the form of a completed "Oregon State I �Q Energy Code worksheet( s ) . DTVdSION 5 METALS END OF DOCUMENT f 1 . Steel to be: A) Plates & open sections - ASTM -36 ( 36 ksi ) B) Bol is - ASTM A-307 �= IST'4 5LF-Zi a� I C) Tubes - ASTM A-500 COIjgj�] � f' D) Welds - AWS E-70 ( ;" UON) 2 . All steel to have a shop coat of rust resistant primer . � . Fabricate & erect steel according to AISC specs . f�fZIN`r P�.,L�N'�' DIVISION 6 CARPENTRY .S � T � 4,TZ E.Arj'.� ) I �C� � + = I GAO �o ' 1 . All structural. nails to be "common" . No "sinker" nails allgwed ( except at non structural partitions. ( "shorts" OK @ sheathing ) � . 2 . Lumber grades : (Verify available material ) . Material. of different C3�•-C��+1 A2F_A \ `� ,\ I r specie or grade may be substituted if providing equal or better EXI ST 1 3 design characteristics . Grades speed are based on values contained in table 25-A UBC; some grades may require upgrading . (WWP "size adjusted" ) grades may allow down grading . ) TOT 3 � '4 ��• i,� / A) Studs - 41 & be tte;: Hem-Fir B) Plates & blocking - #2 & better Ilem-Fir _ C) Ledgers - #1 & better. Hem-Fir L AN G SG�pe /�fZC,4 _ ( • D) Headers & beams - #2 & better Hem-fir Nil E) Posts - #1 & btu- Hem-Fir EX I.,1 lL, I D� SOb i F) Roof sheathing - APA 32/16 pl.yn OSB, or "COMPLY" with exterior NF Vr Ott fi i1 -glue. nailed wi:h 10d @ 6" o/c panel edges & ) 2" o/c @ interior supports , G) Wall sheathing - APA 24/0 p'y. %lith exterior Y/b glue . nailed with 6d @ 5" o/c panel edges & 12" o/c @ interior supports ; except 5/8" type ' X ' gyp sht 'g in 4 ' wide sheets @ north wall ( 8d coolers 4 " o/c all supports ) . 3 . All wood in permanent contact with concrete to be pressure treated per the req ' s of ASTM D-1760 . 4 . Joists to be laterally supported at. all supports by use of approved angers or solid blocking . X brace (metal ) all joists at middle . I 5 . Nail all joints not spec ' d else according to table 25-Q UDC , DIVISION 7 THERMAL AND MOISTURE PROTEC'T'ION 1 . Roofing to be Owens Corning #33-IC with white cap sheet - ( UL class .A ( UL 4 R-3533 ( N) O ) . T ►_ q 2 . Ineulat•ion to be : A Floor - R-12 FG batt. Underly floor insulation with a 1 ( ( 1 ) perm or less ) vinyl moisture barrier. -X, B) Walls - R-19 FG batt, * C ) Ceiling - R-30 FG batt.: 3 . Seal. perimeter of add ' n . against air filtration per requirements of Ch 5303 State Energy Code . 4 . Flashing & scupper to be 24 Ga Ga1v . & painted. Z Qi NO(ZT 1-I DIVISION 8 DOORS & GLAZING ` j �`" I•,•,•-� 1 . Glazing ( new) to be in accordance with chapter. 54 (all) UBC &be safety qlazed when in or within 1 '-0" of doors , in otheC hazardous locations and/ar as required by ANSI or UBC. p . Glazing to meet requirements of Section 5303 ( E) of the State II / ly Energy Code . rr�. Toy/y_7 3 . All new ( and designated "reworked" rl ' cap entry) doors shall be openeable without special knowledge or effort. Contractor to - --- _ submit "cut" sheets of latching devices to Bldg . Dept, for approval prior to installation . devices to comply with CH 3304 ( C) ALBERT Re KENNEY JR, PE UBC and provisions of A U" ba . 117 , 1 & A.D.A. • Handbook EEOC-BK-19 . CONSUL,INCA Er�GINEER/PLANK I� 503/244-9811 or FAX 244-9817 Handles to be lever or "!1" bar. 9817 4 . Sill ht to be 1/2" maximum (typical ) . nn �__ 1 (� •^�- _ _ _ _ rh� ` A I U l�D I N C�'� I-� L.J 1 I �� DATE ZCI /►� CI ) P'cSZM Qr7_ 1 `err QfV Ir�F1fLM ���� �(,UIt�1T�fZ.� CSF= ItJSU �� $•�tr1it+.,,? ham{ esaa I ' 11C,� 5fEVeV1 CDt"J O - Q4 JOB No.9,4 c'.�'� 11920 SW r Greenburg Road \ KENN� Suite 150 SHEET NO A 2of4 A vii ri --�.....«,..n..rw.r...•.:..,.......+.. - ---. _ .•.r..-.,»...._,.....�...«.........� ....... ...._.....�.._......«...... .._...._..................rrr _._.......,.-..._..._......._..........__...••-.-..._ .'..o ..... .... ........_...._...-_...., r, yuawr.rr..•+r-r-' ..._. .. '.!,�C4; !1nIMM'71�F1F'NII�'7M...,.0. RJ�i.^`^ W.o++•w - N ..... ...... .... ....,....,.. .. . ..... .. .+....... .., > -. .. - ,,.. ..... _.».wriMAleAbY :.,:. .ti^,q[1Ry.y,y,e,•rro+,......rnx ,.:.� _..._. _. .. - - .. .. .. nr '•v If this notice appears clearer th;rn the document, the document is of marginal quality. 3/4/97 , • `1Ii1+(il, l+l +1i1�I+I+I+I+ + +�+j+�+�+�+�+ +Ii�i�i�i�+�i +�i�i�,Ii�+�+ � +�i;��i�+�i�+ +�i�+�i�+�ili � ��i�i'��I�i�l ►�+Ii�i�i�i�+ � i�i�+�� i�i�►f +l►li i�i�if� i�i�i�i ► � f I tI. INGN MAKIN CHINA17 t�illl IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII1111111111111 I!Illiilt IIIIIIII! IIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIII! IIIIIIIII IIIIIIIiIIIIli�llllll!IIIIIII IIIIIIIII IIIIIIII II!Illill IIIIIIIII IIIIIIIII 111/1111 II II , • I I III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII FRMMMF""w 4 O 20*1 407-01 - - CT 1 1 C > I-1 rz c.o Q ST - - --I�-' x Co Cw E rL F LO I+-J.. —.. __—� � ' / " -- — — - — ,- — — — -- --- — -- — — 1 Ido" w sCUPRerL , , ,;i , 0 LU N G 4—I C) 1` I C_� 1 �� O �F I C( 0 W CEVA2 slorrvG, + MA�'CF-1 f�x1 T 3r% ► j � C�vErL" rYV�� " WJrLI>'r IY_ rT �L 3 x (M�Tc1-1 Gx ST� �9 X ' - U DS ; ON "rrYVE K' WW-AP I� f✓1iN 11 ' N WIND coL. - -- I H ATC r,k � c. W -I`T --7 v I , C-0 ry G �'T 21 i .�_ - -�, I 5 O UT I-I t 1..._tU I/4NY I _ AST �. ;�;T- ►O I .i �- �' 1. 404x0*, 1�OLO4 / V 41 _ o ,��. o�' 3..0' I`1�Tc�+ C x1 s7'U �f� �So�►o 4L-Y J ))ST'S �' Vh.1 flS G,oNT — ` _ _._ _—._—— _ -- r--- — ------_ -- . _X 3 Z/•Y GC C' _I� I Q�P'l1r�J F LA-,H �T Y P) l eXISr pN� f ►T 3.514- Hr'I6,12 / � Z TYf 'X ' SI�tT'c�� (QLOGK.. r-�k�c:r ro c; J v L .STUbs 5 16 FOR- 'SI fl�N LI- I-IT Mov Gf~\t- -i C� NtA'S'CI"1 EXtE,i 1(� cE�►-- �' 1,-4AX % I T ..� �1't.._ G C�. I/4 `' = I'-c�.• N o 2T H (t > HrL. C:o N G-r -1-F-1 1 G, '• � ! i At_L_ Or,j �� (TYKE MATCH ' ' X' f� i�l � E�� 1�E 5 '' t I VINYL.._ FAGmo HT OF E. X1SS W�►�JL�p�s /�, ,' R. .4z RC f L A C eE- -I Ae CA E / I (DRAP�U I I XIST' I gARrzIF-Fz- -- - I C ST E L EVA cl �.,T�Iz1 02) 1/4'' =ov T I ON P, 7"rLT p S /t." C� Aa SI f x d L W v �- �- ' q n W sfo' A aol.T Q -C-11)- IL I I 3^ v oQ Q O\v N RE al L. EXIST, (Z� Ind �s1DE v L' 7 0 y v I I .� L \ v DEC K 7(-'> q \ _ \ 4A l.. Q T x ? CH ©u7 W P �-r �(Z)5 a C M j I Cc'i �•.! A!_�- W 2) 4 T, I z _ coNc QTc. x Mcg sr. t3Arz.R IEft- �-YQ) � r N - II U �OG�fa 'y4 C'.. 2.4 " VE2.' I 122Q ►-� t,� I- �' r L I �'' �-' ATL > v � W4 e3 � (� ' I -- - - �, I 11- Al � - 1 .� V) r ' ---_ Mo►�� ESQ=.e.s1��-- -�. LLI 10 U \NTo I _ 2 d -o ALBERT R. KENNEY JR. PE CONT E,� �. . NEER/�LANNE�� '- 1 ,4 1 c)' JU 503/244-9811 or FAX 244-9817 w EN� ---- ------ -------- - --_ _ ----- 14'' x Co'' ►� rc. , ,-����� F�rr����; A. �v�I _c�+Nom, ,����-�- ,��.� � DATE g. � ° • `? } r� JOB NO. - f� U � ID AT i CN PLr AN - SW Greenburg Road Suiteuite 150 `Q1 w�N SHEET NO, 3 of 4 oAeoa+ewe vnn+,co -. ,,.. -•._r, ^-__'—+r+...«r+u•..r...w..e...._ .. .w.r. ..,...,... ._ ...._,. ....w........,•w............,.......M., .. -- --.............. If this notice appears clearer than the �/�/�� acument, the document is of marginal quality, s I�!ItlI,ItI L 1111111111 i !Itlilt1litli�t 1111111111112.111111111114 tlil!I1lilili jlililililil� i �nlili�ilili ililtlililiii J ililililtlili(i il►I� tl�l,li iiilili ►lilt i LL' I I 11111111111;f1111u1h1ulln11ul11unIn11 u111uu n11in11n1111111 InIhu1111111111 IIIIluuluulnu nuluu nnluulnnlull 111111111 unlnnlunlun1n111nu1nulnu m11nu 1u111u1 Iu11m1 uul24 uu 1u11unI1u111u1 u11h1u11u11uulunlul 1 II n11u111 I ----- -- C-.x t ST G vJ Y w/ �` sei_�,T T c D1 ��a lTb I-11SS JrII-JT F'L�.TC. p,LT, til F:�2`CT L +fIF .41 r 1 I 111 .4 I - •_1 es" x �' r /4 ..x E V`l OR c)CBRACING --- --- • FIRST LINE OF 4'-0'OA ' Cal L-.. SYjr TYPICAL ---.. -- -- --_-- _ _---- LESS FROM WALL BOUNDARY L 112'CONDUIT - �- _.7► I O _ COMPRESSION B9ACE, !� FULL HEIGHT, TYP. - - ccx-4-j'' VERTICAL WIRES r MIN CEILING SUSPENSION SYSTEM ` J� ��� Z `�I,�-1 �-� w SPLAY WIRE 12 GA. O 12 GA, O 48'OZ. MT L- , J P - 12,.0•o.c. IN EACH PLAN (,� � 1-10�F•J I � �� /� � I _ OF EACH RUNNER .... ^^ ' X eTUID,s 451 NIA `r r X ) I a ^� �� %C' 45° MAXMAx I �'�' 7' j 2 - � s�o� I M 452 MAx. S O U T+--� ( _� V 15°MAX 1 112 11 - 11 (111 r2 ,..4 it Z OI L->✓ ►+ Z I� LJr O I 2'MIN., (lQ' LL� J I X20 NOTE: AREAS SMALLER LS ON (4) SIDES T HICH EXTEND TO THE STRUCTUREN Al lr �pG� ,)p�E; GQ►JT >�` FLASH �, N U S tiF ABOVE r;EED NOT BE BRACED. 1 G� N NOTE I '2x BOUNDARY WALLS MUST BE BRACED TOP AND S �olsr� 19,z B01-TOM INDEPENCENT OF CEILING TO QUALIFY. W / C2� 1Cod C I(::0 Ole- \ Com. 8�I•.r� �- 3[� T IeoF'tT TO SNIT�. �� Q gC.O.L.8 _. X ,eco e I co w 2-I9 .---- - CEI LIIgG SUPPORT SYS`Pf:Ii / (Cunforminy to U13C sL-d 47-18 & ASTM C63-G906 ) j lu'-'' CZE►,.) (J',l` E111�1'L-� SI-IT'�. >\) VL'Il'P1CAL 1 ) llanyt rs to be illi ( fl 1U ) c�aiv . soft arineulua ALS rLE� Cv�fLI�Y k1r� 54r I1'IE�UL_ HANGERS 4 ' -0" ( 51 -011 )o/c a min . I l OC three turns Ott each end • lianjers must not attach to or be-nd around other muteri.rl or CMIL_ F7(CC. N kAI.a- equipment and shall riot be inure than 6" out I of plurab. ( size and spacing in t)61runLhuset; is Optional ) 2 ) CunrrecLiurl devices :'hall bt! ccrpablu of 1004 I (Mill ) capacity . 3 ) A ill )c p city . be uSecl at all ob6tructiorr5 r� INsl�t-ATS St�E '�F SO L'I� BLDG`- and be ;a Ill.nifl►um oL two ir•," C. R . channr l ; back I WAU, ( P1ATChl (L• , I+da LU back when spans exctaed 4131" . L� e C:�=1i- ii) P R1MET Elt 4 ) Runner:: shall be independently Suppol i at VA�.VR O'1. (=X IST LC(V MAX Ole, ,ln v ) . I INSvL-, lIAiJGlRS the p�:rir;rc:t�.r or any discontinuity ( �. --- wall angle or closure not allowed for support . C ) LATI.RAL 5 ) braciry to bo 12 ' °/c e/w & 8i thin 6 ' of walls llIt/1C1NG and be ( 4 ) diagonal wirL's yU f roln each other & 450 ( max ) from the horizontal & a compresslun strut vertical to the structure over . 'Phe strut shall be Able to r(:sisL L1W verL-.ical cu,oportenL• W/VIN YL- Fr--AC .4 I�Ro T2T induced by the wires . �G D) SPRLADING 6 ) I'It:rtlbers perpendicular to wall:.; shall. be sLabilj.zk2a EXTCNq Zx �ECI< against spreauilr.j without the use of Lhe ed,,je I �� L]N..- ,:-ZR AY TO track alLhouyh they r,lay be aLLacl-,cd ticl t Lwo ajacenL CkIST1e1 wji11 , c111Ci at the twe) others. �- E ) 1.iGU'i l ) all 1 i(jhL fixtures ntu;jt pob.Ltively aLLachcu F'IV1,URES to the susponslon syste,� with a capacity of _ I_I1 r ~.•' Lu` ��, ,�y> 1.001'of the fixture: wtis tjllt ( in i-lny dirccLion ) `J ) IiiLornlediate and heavy 6ut:y sy0terl: (only) luay1ST gA �- PO:�rs suhhurt liyl�rt Iixturc:s . Li (j;lt duty :.y::tur;r:; reel . wparaLe sUpPort ( vi re aL each curilul. ) . _ - -- 1ntt:rnrudiuL0 cluL- y cuil ' s require suppoi- L wilhi.n i 3" of fixture corner . 9 ) Fixtures less than 554 ::egLlire ( 2 ) 1112 %+iros (may be slack ) . 56 ii & over require ( 4 ) wires ,� while pE:naanL f i.xLu>:us require ( 1 ) IJ tai Uc . rc 6 to 60 cir 116" 10 ) ini 4 tn 1 spall (tor sc:paraLell. be esupport3prov ivied ) . CAL -Stt" C7 I CN 11 ) FixLuces shall not c�luse runner:l to rotate 110te than 2O frona Lha: vertical . 3G rain 18 915 18 min 465T- 455 54 m!n '"" 1 l 1370 T ^ 42 17 minj -305 min_ 430 I JI' 36 36 mox min 1055 TOILET LAV 12 min 915 12 min � 916 — PAPER m----- - - -� c C 305-- - 305 r�i CLEAR 1 a) I� E r, L-�: c I FLOOR o N Ih cD I E c? CM 0 0 o I SPACE 0 -t ---- M 7 M I ALBERT R. KENNEY,JR. PE I a==6-4 - cc c••) w I 1 I y ._ L_ _____ _ I I II \ ) NG NEEP? PI_ANNE�� 503/244-9811 or FAX 244-9817 CLEAR FLOOR I tD COI VSULT �C E SPACE I - c t q' 19 max E c - --- ---- -- --- - ----- -J - M :�..�: --4991 - o o c�E o i DATED - � - 0 48 ruin E N 1220— N M w� 48 min 1r`arr (h) side ►carr __..�._._ ♦�'c �t (a) Rai•% _- -- /"� sten 'R ^ ---- 6 max / - 1 zzo __-• ------ --.-- 8 mire 150 TOE CLEARANCE JOB NO. �� KNEE CLEARANCE zo5..--- 17 min F- 430__ LAV DEPTH \� �'< r I r ��b� ,ct;' SHEET NO "'yr 11920 SW Greenburg Road NC)rf 1h,she,l line uuLr,urti Ll men�",n rl clrarance ul ,rti"nal / .:� nndcrl;r�;irnry cnclnurc --.. Suite 150 --- --- -- - -- -- - 4of4 _ onena awe nm",ro ..........•.--•• ...,,,y .r+.PP�""— N nNn'�'1W�TA .. ,m,µr. �„n.g,!M. .. . .na...s,w...w.«>ro,r�-..,r.+�r�.ww.w . ,,,.�, . - -. ,,...,. ,... Iww.M.waMv....ff•r' ..twaM+,T.., .m_-,.... .. •<# ,wl7,y, ..,}MR�M".h4nlhr'lt��...�.�.�,,., ._... ovtNy„� .__ ..-..__._-_�. -...._._..... .. .....,.....,. ........�.�w—, . �..-..v,.,. . ...._ _ .. .... _ ..... - ... - .. ..- rW+nJe1•w..!.MLIMf1N'+^H.'tMM. 'NAYM4SR YM :'+n[tln?V' tyV'n a r P.I.tr n !F`^5l•"R,n1lltxfi"u# !•u ++4R If this notice appears cleat er than the 3/4/97 I document, the document is of marginal quality. , 4 2' 4 X j {!I1!Il�i �l�l 1111111I1I1I1II I1I1I1I1i1l1ll l�l�l�l�l�l�l I�I�illll�l�ll I�I�!II�I�I�I III�I�III�I(I I I�I�IIi�I(I�I I�I�I�II1�iilll�i�l�lll�l�l(I {II�IIiIIII�I I�IIIII�III�f ;�1 111101 MADE 0 C11NA 111111 IIIIIITII Illllulllnnlunlnlllnn unlnn ulilnn Inllnli nlilnn nlllnn nlllnn{mi!inl nulnl►mnlnn{nulnu�nnllln{nl)Inll�llnlinllllnlnntnnlnn nninn nnlnli luilun Ilullnl lullnn nnlun Inlluu{nnlnn{nulnlltlnilnnl OfmaMKAdM`1�k • r, v �.yn, ,. ix �R4Ut fi'. nk,W� �'�'�'r9F�:;!•�'r10� �� H:,l'�"•R'��rt;i". !6 .n 'i'I�q�,�..ryMt��h :y�i%rr-�'r, �!�1'�° � :_��: 1 41 P t f i:• i I i ' CITY CSF TIGARD CE OCCUPANCY OF OCCUPANCY COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : SUP94' U 91 � 13126 8W Hall Blvd.Tigard,Oregon 97223•d/gg (503)639-4171 DATEI ry�rlJEi:D` Ib7/0 /911 PARCEL: I S 1351)D- 044021 "i'CF ADDRESS. . . 1 11920 SW GRE ENBURG RD #S. 15 SUBDIVISION. . . . 3 ZONINC;%C--P 131-OCK. . . . . . . . . . : LOT. . . . . . . . . . . . . t t CLASS OF WORK. z ADD TYPE OF USE. . . :COM TYPE (IF CONSTR:`,N 1 OCCUPANCY GRP. :P:-: OCCUPANCY LOAD: 4 w � E t TENANT NAME. . . :CJRE GON FILBERT f i Remarks : Oregon Filbert- office addit; ion t i Owner; MIKE. STEVENSON 11920 SW GREENBURG ROAD 1 TICARD OR 97223 Rhone #: Contractor,: l TOUCHSTONE,HOMES, INC 13E'33 SW CHEL.5E:A LOOP l {` TI(W)RD OR 972131 g i Phone 639-3F219 Reg #. . : 313948 Thi ? Certificate gr,%nts ocrcupj.�tncy of the above referenced building or pot-tion thereof and confirms that the building h:?s been insper..ted for compliance with ` the Eitate of Orgon Specialty Codes for the yro!rp, or_cupaanc:y, aind urrie under � which the referenc:aci permit: w«as i %sued. ....rte � 1 >3 .1 n l N(3 I M'3PE TOfi BU 1 l._0 t Dr"F I C I Fit I i POST IN CONSPICUC11LIS PLACE : I i t � 4 I i t ! ! I I ,,,,n:, ..1++91MrMe1.e�?�3�,rQ,uy.:..,'..,;n ':ak-..ar•.,.r-..,' ...- '....:,;...:,:,rr;ccBja+Ywfgg.�i ,..�iel�!� etiy ,S4aca3x'� .JMn'�'A"-, ,r„.r.. L df CITY OF TIGARD BUI:.'"'4G INSPECTION NOTICE r; Inspection Line: 639-4175 Business Phone: 639-4171 " Footing Rain Drain Cover/Service FINAL: Foundation Water Ling Ceiling Post/beam Mech. Shear/Sheath Framing ec r Plbg.Und/Flr/Slab Plbg. Top Out Insulation Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. San. Sewer Gas tine Appr/Sdwlk Reins. 3 Date: A.M. _—P.M. Entry: Address. Tenant: MST: BUP: Con/Own: MEC: ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: 11�0��� --- ---- -- - - — _-------- — pv, 17 Inspect rO­ z/ Date:_/APPRVED ^DISAPPROVED/CALL FOR REiNSP. CF CO ' 1 ------------------- i i s �i k .. I i l l i rr r r , y t`r CITY OF TIGARD BUILDING INSPECTION NOTICE 9 Inspection Line: 639-4175 Business Phone: 639-4171 E Footing Rain Drain Co -ir/Service FWPluD` t i � Foundation Water Line Ceiling m Post/B,--.am Mech. Shear/Sheath Framing Mech. Z Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. FosfJBeam Struct. Mech. Rough-in Gyp. Bd. -Bldg. f San. Sewer Gas Line Appr/Sdwlk Reins. Other:. y ��� �� L ■ Date --- A.M. _.__-P.M. Entry _ G Address: - Tenant: 7 --- - te:- — MS BUP Con/Own: ___. _— MEC: C. PLM. _ UQ_1 ELC. _. THE FOLLOWING CORRECTIONS ARE REQUIRED: ELF.: — Date: Ins ector: - -- - --- — PROVED ---DISAPPROVED/CALL FOR REINSP. CF CO r4. t. I (, �J r r M1i t� N 1� r t _9� LY%t'r t,,':.�r r, ' �µ�qq•�f 3t b,. r3t`NS, ®� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 7 Vol, Footing Pain Drain Cover/Service FINAL:1}, ysF. Foundation Water Line Ceiling 44ti d' t r tl �I �A�o f";VI °` Post/Beam Mech. Shear/Sheath Framing ec �• � Yd til ltr i Plb Und/Flr/Blah Plb To Out Insulation -Elect. s', qG ire g, g, p ' fir I gs 'S Post/Beam Struct. Mach. Rough-in Gyp. Bd. n , 1 San. Sower Gas Line Appr/Sdwik Rains. 4 '. f�°i�il��.t `ro�j�k��tj, •: 1 t 1 n fna�'rr� t,�� C Date: A.M. —P.M. Entry; �' Address: Tenant: — -- --- �' MST: ` `> E Con/Own: -- MEC: ti�ts ` rrV� ! t4+ qr �• I t PLM: JL {' THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Yi�"; � � "*+ � �; rx yr t Illy- M 2f�r y I :jj, t t a + r ,'a"r�'1Yi51�iV�r.,�"tf I IN r� k4(�f,4 dl..'Y.'r�1 F.�k�!A�i N Pl MP t a'�AF]�it�il qq, y"i n tf j Ins 9Ct r: — _ Date � iV ext p r: n w nl APPROVED _—DISAPPROVED/CALL FOR REINSP. CF CO 4X e qs r �rri�t4tttt+y't 1 1 'd4�k� b r t }[ 7 d e• � �tr :� it�"fi 1 ��1�ryly ' r .1 MEC'HAN I CAL ®F TIGARD PERMIT #. ..CITY . .. : MEC94--02Ea7 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/01/96 , 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)830-4171 FIVIRCEL_: 1 S 1.35UD--04400 5I•TE PDDRES S. . . : 11920 SW GREENBURG RD #S. 150 SUBDIVISICN. . . . : ZONING: C-•P ` BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . CLASS OF WURI{. . :ADD FLOOR TURN. . . . : 0 EVAP COOLERS: 10 TYPE OF USF. . . . :C"IM UNIT HErITE:RS. . : 21 VENT FANS- -: 0 OCCUr-'ANCY GRP. . :B:=' VENTS W/O ADPL..: 0 VENT SYSTEMS: 0 E+TURIES. . . . . . . . : 1 -- BOILERS/COMPRESSORS HOODS. . . . . . . : 0 ` FUEL. l'`!F ES---___.____ Ill• HP. . . . : 0 DOMES, I NC I N: Ill 5-15 HP. . . 0 COMML_. I NC I N: 0 MAX INPUT: 0 BTU 15.. 30 HP. . . . : 0 Rf=PA I R UN 1 TS: 1 F IRE DAMPERS?. . : 30---50 HP. . . . : 0 WOODSTOVE:S•. . : 0 i GAS PRESSURE. . . 50+ HP. . . . : 0 CLO DRYERS. . : 0 j NO. OF UN I TS------------- AIR HANDLING UN 1 T Si OTHER UNITS. : 0 1 TURN ( 100K BTU: 0 (= 116000 cfim : 0 GAS OUTLETS. : b FURN ) =10111K SITU: 0 > 101/100 1[100 cf m : 0 i Remarks : Oregon Filbert.-- office .addition other l.lnits= dl.ICt extensions Owner: _ -____._.___--.--------______.__ FEES - ---- ___.____-• MIKE STEVENSON type amol_lnt by date recpt 11920 SW GREENBURG ROAD PRMT $ :-5. 00 CJS 07/01/96 96-281202: I PLCK $ 6. 25 CJS; 07/01/96/96 96-281202 1 TIGARD OR 97223 5PCT $ 1. 25 CJS 07/01/96 96-281202 Phone #: j Contractor: --------------------_--.-_-_-_---- COLUMBIA HEATING I'0 BOX 230397 1 T I GAF'D OR 97261 i' Phone #.- 624--2704 $ 32. 50 TOTAL Reg #1. . 76359 ------- REUU I RED INSPECTIONS ----___ 1, This pernit is issued subject to the regulations contained in the Di_1r_t Inspection _ Tigard Municipal Code, State of Ore, Specialty Codes and all other Final Inspection applicable laws. All work will be done in arcerdance with approved Flans. This persit will expire if work is not started ry, within IiIB days of issuance, nr if Bork is suspended for sore than 188 days. P e r m i t t e p S i n a t u r e r 4 / / 6= I s s i_l e!d B y : ��---- .7,._---- Call --_Call for inspection - 639-4175 1 ,pbernaeenr ;�.. j City of Tigard MECHANICAL PERMIT Pianck/Rec. # f_-2613 _ r 13125 sw Han Blvd. APPLICATION Permit # Tigard, OR 97223 (503) 639-4171 es,-nption Tabl6 3A Mechanical Code OTY PRICE AMT r. Job ' G U VY ) Permit Fee -- -- 0 0 10.00 0 �` P _t ' Address 2) Supplemental Permit 3 00 . .,, urnace o 1) incl. ducts&veats 6.00 n o ro ... Furnace arlT k' Owner 2) incl. ducts 8 vents 7.50 �t /'� ✓�Pe.• ,�� �urnance I I ° oor '7�y 3) incl. vent 6.00 auspenTod h eater,waliTeater 4) or floor mounted heater 6.00 en no inc.lin Occupant 5) appliance permit 3.00 Repair of heating, re rig 6) cooling,absorption unit �. 6.00 n0 mom—/ Boiler or comp at pump,air cond. C/e) �;� V16,16/7 7) to HP;absorp unit to 100K BTU 6.00 / boiler or comp, heat pump, air cond G1 �Jd r 1 ) 78) 3 15 HP;absorp unit to 500K BTU 11.00 Contractor y, , — ° i 9r er comp,FiEal pump,air con // eu 9) 15-30 HP;absorp unit .5-1 mil BTU 15.00 BoileF or comp, heat pump,air con 76 10) 30-50 HP,absorp unit 1.1.75 mil BTU 22.50 ere y ac ew ge a have road this app kation, is a --'1oi er or comp, 1 V,I T'It f,.ii., i l ltf-ittl) - r't I i f' I I.it F•'FIYttt:id i i_;t l I �1.•I N+..i. n'�ia x Ht�:#r+ F:tU i3O; t•ll�llltll�ll n '+r'; "'�at�1 6 NAME i..i 1"HU 1'k I N 1 1 NU i N(: I::.f 1'sl I HhII,II..fN! n Kl.+1J�► WT�TJCif tri i 1900 6W HREf-,NT3CJP0 til.) poymt.rt l I.i�l"i t 4'i 71dt1�' t T 1TyC ETi) OR 5L)F301.VV:JliJN n PURPOSE OFFa�IYME:.NY AMOUNT PA i X Mf pUR 't i,,i lit PAVM1KN'1 till'�il.11,lly l _......�. ... , ._....M..»..r... ..-,_.......r_. � P5.. 00+ I:i C'._..... l.l LI..C) Eel t� . ._..,.,...,... .............._.. ME-LHON T C'.'AL CSE: ME'.0 lAf4hi l fAil_ PLAN C,;t#t::C:K 6. 25 f d MV C96•-Il"liaS 7 1 S 14i.? 1 !-Aoi t•4HV Nf RI:., Ptl+ #1.:341( TUTAL (1111:UN'I Will) A o ti, r 4. rn 1 t CITY OF TIGARD BUILDING INSP I�NO�.Ins action Line Rec-O-Phone): 639-4175 Rusine "-4171 G Inspection: ] -� Footing I/ Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Uoderslab Mech. Hough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. I Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: C �_Time: AM PM Address:- 2-/ I C�.�'�e,'Z. C/ C; Builder. �n �C�- �} I Pe-mit FL"` THE FOLLOWING CORRECTIONS ARE RFQUIRED: i {i i i. Inspector- �-- _. Date:- Z'APPROVED _DISAPPROVED ^APPPr)VED SUBJECT TO ABOVE Call For Reinsp. a S Z- -t-'e"'Ce CI Y OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone):639-4175 Business Phone: 639-4171 Inspection: __—CLa-e Footing Susp. Ceiling 4nnk. Rough in AppFireplace p Foundation Plbg. Underslab Mech. Rough-in place Post/BeAm Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line Bldg. ' Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation Mech. Underflr. Insul, Shear Wall `--Z`yp d. EI t. Date Requested: �� Y S� Time: AM ' Address: Ll Builder: ��� �s t THE FOLLOWING CORRECTIONS ARE REQUIRED: r is Date: C. Inspector: 4{ �APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. y r 77 117 e,. r, � ' � .�ji:3' Ary ' . � `• t,,.,., .. ..:. •..•_- . . iF% .t` i l ay�,�;`1'Ah�;-, df� t ¢� ry N rL+( ,.p. w kr .u., tV. wd�p� f t�' 4�f:4�Nn �w' �•. �i i CITY OF TIGARD BUILDING INSPECTION NOTICE • Inspection Line (Rec-O-Phone): 639 4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprnk. Rough-in AppNSdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace 1 i Post/BP_am Struct. Plbg. Top Out Elec. Rough in FINAL: i Post/Beam Mech, San. Sewer 0(, Gas Line Bldg. P!bg, Underfloor Rain Drain (� \ Franiin� -Plumb. t�` sulation j Alarm Water Line -Mech. UndOlr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: �� Time;�AM PM Address: .2�S.cJ ��F� ✓ �,/,G� Builder. , ' THE FOLLOWING CORRECTIONS ARE REQUIRED: Date: Inspector: APPROVED _DISAPPROVED APPROVED SUB ECT TO ABOVE !�-� —Call For Rei,,sp. r.� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Zbin (Rec-O-Phone): 639-4175 Business Phone: 639-443. Inspection: ��' `" S rink. Rough-in A,) lk Footing Susp. Ceiling p 9 s Foundation Plbg. Underslab Mech. Rough-in Firepiace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beare Mech. San. Sewer Gas Line -Bldg. Plbg Undertlooi Rain Drain Framing -Plumb. Alarm Water Line nsulatio�n �' -Mech. Underflr. Insul. Shear Wall Gyp. Bd. Elect, De,te Requr,sted: 1 S l Time:_XAM PM Address:,�� �L �L Permit ft:�� � Builder: ;/ THE FOLLOWING CORRECTIONS ARE REQUIRED: I I I i Inspector: pate: APPROVED —DISAPPROVED __APPROVED SUB EC TO ABOVE Call For Reinsp. c�Er�'��711 jSCITY OF TlBta9ING $ sONOe Inspection Line (RF. O Phor ) 69 4175Business Phon639D Inspection:— , Footing 0 isp. Ceiling SP rink. Rough-in Appr/Sdwlk � � Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Ib . To O Elec. Rough in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plb1. Underfloor Framing Plumb. Rain Drain Flater+ L' --ine Insulation -Mech. Alarm -Elect. Underflr. Insul. Shear Wall GYp• Bd. I Date Requested: Time:_ Ab1 Address: �� 2 U SGc— �f � ,�' QZ 9� Builder: -��� 3��" Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Insp ctor: PPROVED DISAPPROVED __ APPROVED SUBJECT TO ABOVE Call For Reinsp. :a .v, lNSQECTION NOTICE City of Tigard Building Depart3w--nt 13125 sm Ball Blvd. Tigard, Oregon 97223 { Inspection L no (Rec-O-Phone): 639-4175 7ueineee Phone: 639-4171 Inspectiou:- W C rooting Plbg. Underelab Mech. Rough-in Appr/SdwIL Found. Plbg. Top Out Cas Line FINAL. -Rld Cat/Ream Stivet.') San. sewer Framing g• � � -Plumb. post/Beam Mech. Rain Drain Insulation Plbg. Underfloor Water Line GYP• Rd -Hoch. 1 t� Time: AM Date Requested: _ Mddresa:�� Builder: THE FOLLOWING ar)RRSCTIONS ARE REQUIRED: r lnapector: Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap, ., r'� rr, .renes ZONA NOTICB City of Tigard Building 9ePart0 nt I 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Lino (Rec-O-Phone)i 639-4175 Business Phones 639-417 � "r 1! Inspections_ , � plbg. Unders ab Mech. Rough-in Appr/Sdwlk i tooting Top Out Gas Line FINAL: found. ply' { Y San. sewer framing -Bldg. j ,P6"st/Beam skrlabk.n., Insulation -plumb. Post/Beam Koch. Rain Drain Plbg. Underfloor Nater Line (�(J Gyp. -Mech. 1 j T fine s Date Requesteds AM PM Permit Addreees� s Builders l THE FOLLOWING CORRECTIONS ARE REQUIRED: /Xh � S ' Dates � Inspectors APPROVED DISAPPROVED APPWJVED SUBJECT TO ABOVE Call for Reinsp. w INSPECTIVN NOTICE City of Tigard Building Department ti 1.3125 SW Bell Blvd. Tigard, Oregon 97223 WWI Inspection Line (Roc-O-Phone)s 6 99--41175 Business Phone: 639-4171 Inspection: ✓ �� YL Footing Plb(g. Undorslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Lino FINAL: i Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Sd. -Hoch. Data Roquestodt I I 1z Z I/(7 Y Timet AN PH Addreast ( � Z ) a �l<L�% Permit Builder:_ r. p TBE FOLLOWING CORRECTIONS ARE REQUIRED: Z 067 Gi_ c I � f I InspectortDates L APPROVED /DISAPPROVED APPROVED SUBJECT TO ABOVE u Call For Reinsp. low n INSPECTION NOTICE City of Tigard Building Department 1312S SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-P one)s 639-4175 BusineonI Phone: �63�9-4�171� i Impactions � oothp� plbg. Underalab Nech. Rough-in Appr/Sdwlk ill nd. ) Plbg. Top Out Can Line FINAL: I post/Beam Struct. San. Sewer Framing -Bldg. I 1 Post/Beam Nech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line y/ Gyp. Bd. -Mach. Date Requested: /► 1 / f Time: AM PM • Address: ` Builders I THE FOLLOWING CORRECTIONS ARE REQUIRED: j I, III l Inspectors ,�� Date: APPROVED DISAPPROVED APPROVED SUBJrrT TO ABOVE --_Call For Reinsp. f r 1 } • NSPECTION NOTA Cit? I Tigard Building Departrmt" 13125 BII gall Blvd. Tigard. Oregon y7223 Inspection Lina (Aec-O-Phone)t 639-4175 8uei,eae Phones 619-4171 u-�l ---- InepseCions � ootin lJ'^_ 1b9• Underelab Hach. Rough-in Appr/sd lk round. Plbq. Top Out Gas Line FINALS Poet/Beam Struct. San. Sewer Framing -Bldg. poet/Beam Hoch. Rain Drain Insulation -plumb. y Plbg. Underfloor Water Line Gyp. Bd. -Hoch. � 3 C./ - — PM iii Data Requeetede_� Time AM Permit Addresses Builders - 9 TBE rOLLOWINO OOAAECTIONS ARE REQUIRED! -- II i -- Inepec,-or: ,C h --- -- Date:_ / �- - •-/ APPROVED DISAPPROVED __ APPROVED SUBJECT TO ABOVE Call For Reinep. II is 1