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SHEET NO. r/7L S E C T I O N 9575 SW Locust Street ! 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If this n+;lice appears clearer than the MAY 1 91997 document, the document is of marginal gnalily. ��I �I �III �I �I�I I� I►,I � III�I �I � �� I I�I�I�I�I�i�l�l I� I�I�i� lll�I � I�f(!jl� l�l�l � I�I�lil�l �{�I � I �I�i�lll�l�l I i�l �l�l�l�ijl � I� IlI�I�i�l� l(I'I ��I�Ili� l�l�l I�j �l�lli�l� lj INCH MADE IN CHINA ��li�iil��iilifulnnlililllinl11u11n11n1i!u111nn�1n11nn n111 nlllnnln111nni11nlu►i11n111n1�n1111n111nl11n1'!nlllfin!n111nliiu�llnnlnnllnl�,IIIIIIIIfIIIIIIIIIIIIIIIIIIIIIIIlII111IIIIlIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIlli111111111111,Inlnnl1u11un!�Inl;n'i1t�` , ( � 1 .�w 7 ) J i (D2 t y'—Q' !2'-6" ,2'-6" ' r i , 1 I I I I X. 1 I I I r I ! I to 1", ...•.I LG� if 6Ct , i L r Z t I oeai>� f l L f - , SI R - '. �I / .. ~ � fir.. � �� - - `—�' �../ Wim, 9 .__ �.� ��•! ' ``,'� � 1 �11 � ^� / 7 its _70 bL IT 0 io rd FLOOR PLAN C ..fes �• T r � J w r` — 9575 5W Locust Street Phoenix!nn 4ofIn I ,4A Mc �9cax :c r�tealra��G If INS notice appears clearer 111,11 the MAY 1 91997 document, the document is of n>;arginal clllality. Il�l �l �l� ijljljl Ijljljl'ljl�l f Ijl�l�l�l�ljl ! I�IjI�llljl�l) I�Ijljl� ljl�l I I�f�!jlll�l�l 11�1�1jIIl�l�l I I � Ijijill�l�l I I�IjIjlll�ijl I i� ljljl�l�ljlj+�I I�Ijll!iijl(I I�Ijl�l liljlj r� INCH IAADE IN CHINA � I I IF 24XIhl�llll�llll�lllllll'I�IIIII!11IF 11111!111111111111111j � IIIII111111Ill InHi111j11lllllllllllllll { ELEV. S1- ! � ' 7 -- r - , c— p 146 r� V 10 13 i --�I 4—_-. it 3 a .JU N - 19 I U• I V I I _ I • i3' G G `.rte - -f- - UNI - MINI 7YrE 2Rd .l u � - _ l O L {�: ULA 3 � ........ -i--- —� ,I. lb I� ---- I I -� I O 1111 1 LS40 H D6L--j 1 - , 1 'I TYPICAL UNIT 6 -n-�I , - _ ---H - - rx �o .'r I ,30 CL la SNO/WER ° ^uB/ 19 °i l� I 1U8 is �! `� I I� NB 1B ` 31 — / .I I, �le eei /� e I SNDWER SNOWER I SNO'WEF 18 SNOWER 1✓ I I 110 2J ' 23 2t r i 23 J1' 0 13 � III LHJYN rpt-� -lSc�V/ - am � 1 . I4O • is IOUI(<y - b _�-�I t,4 2 • IQ' \I QI--B�1LrJ_�II. , .�-nZzWij Il. �JIG Q .---O__._--_ o_i 1,�, '- • V ✓r__ _____�s,7 I ,J • M� -_ _.. , �' .-�_��R�._�-am.-�,1�K-=_.--S--L�C��FA/=---��..%a_N. GiJ__.�.I•iSJ-..i_��H.��.LraCJL�'S%JI.S\�` _-�_ (f�,i2_�__sP QUEEN --_._- ._R- J, "T7 I C OPE ,nCMICROMA.E W MICROWAVE ---==Mm -- _ - -� _/aOW QRWBWCB ) , TV VE_ ,c KIN^. [Ei:L.l:.-:✓.�� -1 �'� 4W � REFlOG. SINK cELAN CTR. Ci, VV� UNDER 7t T N 4 s ; cR rows �R) ,.PACK20 T' ALS MIAACAL) I Tv Z=- KING K;FD ENS ;kmsT II ��f�•t�es1r�. �Z`J(1f"�iV\ .�' - Q[t��•\! I v . ^-,�- ��- � --• -` i � O i � �'�:��"=,cam.. '[�,".'�.! <��-�J '\.A A%�Y H%14,c- HV .G O I � ly - - 12 HdA ,c �. I _ �. .� / � � 311 3t. ��x4° s l :VI ` _ - Y J� r'f a - 3 C \ _` - t� � ' —M"- � n�Itn ��, x„�n� �I � ! :e! 311 �pl ,_ 31l fit !G� v�.a.'x� I � `��✓ Yi ._ - '--.5 � � � J l i rJ l /'1•'`.'. r 3� �.''" F ')M— A7 > _ �' / _' °��L�1�•ra TJ - Ar �z 1 - _ 1DRESSER Sa A I 1 TYPICAL UNIT 1 TYPICAL UNIT 2 TYPICAL UNIT 3 HANDICAPPED 5 TYPICAL UNIT 4 TYPICAL UNIT 5 SCALE; SCALE, 1/4•."-0' i SCALE. '!4.;•_y �i SCALE. - 5575 SW Locust Street Phoenix Inn 5 o110 — In If this notice appears clearer than tlae W Jmdocument, the doeument is of margin11l 1q11u,n1liIt,yI., IIJII I;IllllIl,lllfidl —l,fll, MAY ID:II 9,I1I9I9II7 IIIIIHIII 111111111114 1111111111111 K MORINN !hI I 111,111Ill,l,l,lll,l!fi•!II II II II II II II IIII I ,!I II II( �II II I I I I I III I I I I I I I� 24X I� !! I!iu Iudnlllunllntlludllu uulun mdnu mlhm ullhm L,Ilnn mdri ulm!�nnhm nulnuhu!lnumldmdmllm lnnlumnlllt!1!IIIIIIIIIIOOIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII!IIIIIIIIIIIgIII!IIII .u.r.Ar �Hi. EN / X ANN 7-,1- 4� ice; 5 Lt. =oCceS y U a3 T L4 k 35 /ate i,. E Hx :;; 76 ryl/4P 47 ,�. � "' TcTi,:. l 7 2.4 i it 10/ � yrr j, e 'fir � � %.00r, ,,AOS f r � �. ,,n,. ,* � � CIO 'Q /13A, ' tr., rT F T,ii C. Y M' J�F� ,r W.R. CWB 'TYPE Y J � EACH SIDE OF WALL -SOUND 13LANKET INS, ATION - ONE SIDE f ,!I i I °LUMBING STACK (1 HOUR CHASE) --- + k 2 LAYERS S Ar I {f GWB 'TYPE Y 'SEE MECH. - PLANS) KkM FAN AT ROOF EE WECHMACAL PIANS) 17 EXK#, ST' GRIL' ATTACHED TO 4'• VENT PIPE. UP 2;c" INTO --+--- - MECHANICAL CHASE. 2X4 O 1Ir 0 `C MINERAL FIBER INSUI_A710N 5/8' '"'PE C. 3 1,17' SOUND 8LkNKP INSULATION. L 2X4 STUDS O 18' 0/C W/ 5/8' 'TYPE X GWB EACH SIDE PLUS1 2" SOUND BOARD ONE SIDE. SHEET NO. / AUNT �Atil SHA � " 9575 SW Locust Stieet I J ,, Phoenix Inn F, r. 4 CAS. 6 of 10 S If this notice appears clearer Than the document, (lie document is of marginal gnalil3,, MAY I 11) 1997 �i�lllll� llljljl I� I;IjI� IJljl I IjIjIjI�IJljl I ;;+!!jl�ljljlj) Ijljljljljljl 1 Ijfj!jIjIJIJI I IjljijlIJljl I I ;IjijllljlJl I Ij►JIjIJljijl I Ij !jljlllJl;I(I I IJIJI IJIJIII Ij; Jljl IJIJlj INCH MAGE IN CHINA 1 21 21 n J iii►1111►Iiiiiliiiilc�iilii+il►ii�lui►lii+ilii►�I��►I�n�lii►�li�ii ��►Ilii►►II�IIlI►ul++I+Itt++I�►+�h+�+I+i�+��++Iiil+lilt+I!iiiluunl++iin+iil++I+I►+i�+lili�+11111+I��lilu�IfIi !I��I1ii!� ll+�olllliliiiiliiiiliiiiliiiiliuilii+ili+i+!li+ilill'�it� - . Y 1 MIN. 3° A C IN 2 OF IS GENERAL NOTES 1. TRAFFIC SIGNS TO 13E 48` X 48' �c ►'' dam, � 51ItEE r RHEAS I OUT OF STREET AREAS I •( -` __._��_ _ _ _- - ""s"'�"" O BLACK ON ORANGE. 4 • j, n+Rusr DLpCK - SAW CUT ---- I 2 4 C.,: TG TUAI.ATIII VALLEY WATER 10 LOCAL PLUNIMNi �• T 1 [4 + DISTRICT STNIDAADf - WDE SIAAtDARDf EXISTING SECIIt� I DtsT.vc1 APPRwcD -" ` 100' 1 2• NO COLLECTOR STREET I-ANL CLOSURES r g 1. " o RETAINER GLAND \ __ _.� RESURFACING I MIN. OR LOCAL STREET CLOSURES DURING ,� '3 b v . W MCIt\pV OEvIC[ _ l�• MIN --_ 2. OF 3/4' - p- •- •r-rF�r-s /� SPOOL rt.ax Pr . } ----------{---_._. _ _______� •.• • . ..• iT'T'�•0 0 Y' THE FOLLOWING TIME PERIODS: I - rLAIAX CMPLrWc ADAPTOR No t m Cj t t� 7:30 - 8:30 A.M. ° » • o 0 0 �// 100' I 4:30 - 5:30 P.M. t QV ° o.• o° MIN. .......- .... . .■ . t. :off ,I,t„o O I 3. THE 0 TYS STANDARD SPIF0FI!CATION N N FOR TRAFFIC CONTROL IS 'MANUAL 04 N SIT BLLASS [1ACKFILL e° f/ 1 ► 7 100' I ON UNIFORM TRAFFIC CONTROL. 11j r•1 � CLASS A yr MIN. DEVICES FOR STREETS AND HIGHWAYr-.J•, � 000, currRAcrr3R To SFAL ALL j I 2- - J' -_ _?_-_° o ° BACKFILL U L� - _! U.S. UEf'T. OF TRANSPORTATION, ,Q OPENING IN VAULT Vlftl 141 I f 31' YIN ( • ° / / LL FHUA, 1988 ELOITIC►N, 0 0 /. � FLAGCEJ YNRINK GkWf PRIOR TO / � • --- DA(7CiU11116 I - j + TIRE tK.PARf/1ENi o /// Q ( , l _ I `L 'I V� - ctr+Nccrta+ o °°° e ° a 100' 4. ACTUAL_ SIGN PI_AC'E MINT TO [TE OSHA APPROVED LADDER ( � o W l` ----- --- ___--___. -,�_:: J 4. - 0, � ° ° 0 MIN. rr / ° ,, z '10' MIN. ADJUS1Efj IN FlElll. DO NOT REDUCE Z I I • BELOW MINIMUMS WETHOUT CITY ° 0 - PLAN GRANULAR BACKFILL • •° o ° ° e / m -- ---1 -- _■ ___1_ APPROVAL. 7. _ �. (� -V AIN rp CURD OR o °° °° ° < MIN. �____T _ ___ )�•1 O caouWn LINE - - ---"-'-- - STORK DRAIN - - 1 I °•a ° a 1/ J+� I :i. THE CITY RESERVES TETE RICHT TO Ano TO "' �--_ '- Lin'----_ F---• ;• :!:-1 1 •■ 1� j OR MODIFY TRAFFIC CONTROL. REQUIREMENTS � � zN" . 0 A- MAY BE NECESSARY TO EFFECTIVELY 0 MIN. - W - c� / • Tri CONTROL TRAFFIC AND TO ENSURE f UBLfC 3 U __-------- - ■ rJ v1 q (IL7kGGER / I 1 _j III �. -'_-0 - =-•• !.) C__,_ � � SAFELY. C. �'1 < 1 �� 0 1 II �. 1 III • • , I rL f-. _ - I '� � - .. -r-,--•raF - � , : ••• I 1�, < 6. NO LANE: CLO`;URES WIT11IN 200 FFET OF - I r. ►.- ,. Ll �ALVC -� II i � -�� -� •• •-' � + . Mf. o APPROVAL. SIC;TJAL WITHOUT PRIOR L7 TY - I I 11 I INLPIE CHECK VALVE � O �•".o Z I PIPE BASE n.-r 100• jig BACKFILL IN STREET AREAS �-- •- •- � _ MIN. L I I I-EGEND -RODENT CONTRACTOR TD INSTALL I III SCREEN cINn+ETE NALLAST 3 CU. ra =- JL------=-_ - - ---r- / 1. IF S/W IS AGAINST CURB, FILL- O o,c t�•r MIK 041111 VFCRE rLOODING 011 STANDON' I3 twN ROCK TO BACK OF S/� + cm 1 A041 AO Mat GRUUNQ•�ATI� EXIST I /' PIPE STNW11�_.� - t__ / I _ 1o" Q 1RAFFIC SIGN ��rt-------- � --t---� ----� 100' 2. IF S/W IS NOT AGMNS f CURES, CURB JOINT MIN. ® CONSTRUC110N TONE MIN. - SEE NOTE 5 ,LOW � 't' INST�L�SU+P'PtRo' � FILL ROCK 2' BACrC f�tOM CURB. ELEVATION CONTACT Dl21RIII f0R l Puntr srEclrlcArlDNs 01 �tzosl,n+c.a, ■ 1RAf-FTC CONES OR • I . . 2x _.i.- w --- �) T Fl �.• : APPROPRIATE UEUN n ROAD FIRE LINE DOUBLE CHECK DETECTOR PIPE BEDDING ------ - _---_ ----- _ . _. _ TION - IR AN J - DEVICE. BACKFILL DETAIL t;4'•'; ,,.;; t�j��I i ��r UTILITY VAULT OR EQUAL BiLCO nf10R � `. :�Ea I SIZE WITH F.L.C. WITHOUT . 7t L vC% 1-V M o p � U •r 16s 'I o 0C. 1✓• 100 4 U 61 H F.D.C. DR EQUAL / , TRAFFIC CONTROL -.2- OF 3/4--0- BASEROCK 4 676-NA 577-WA J-5AL -; N Yo L- V M IE G'r �L `O ~` CQUPACTED S GGRADE ___JJJ 6 _ 687-SIA J-5AL I � 1 �� rCF ��_�'I `= � � �_ - -� TYPICAL DETAIL 676-WA I�� l '.. To f% _� 7e.- I �,.) I 1 - r (_ 8 5106-LA 687-WA -,D-3AL G• �' • �I L 1 f' �' ' f � -` 10 5106-LA ~ 5106-LA JD-3AL '�� R��J El' IJ r= L` SIDEWALK ADJACENT TO CURB 1._ _ _ rnoF1^ (9, It I- UYr1�� It 1�1 ► /r,AjE• ��i _ � 1 � ■ DItTRICT ENGINEER APPROVED CtaUAL ' / ,, ,� ' � ` Q• r i"��( � tn' _ ri ' '�" ,�cr h ?' -• 5 MIN DOUBLE. CHECK DETAIL No. 22p.4t�► I L 1�. Fr .' -'T V,► �•2� S' \/�/7~'., L._L_ ��220,y �_ ►� ) ,Z b T W•?.1.7 �• 4 C� 1,� T. V 1 Z l) M ROW ' i TuAlatin Valley Water District DETECTOR ASSEMBLY D C D A �: � t � � ` � `� + i " �,'="�'', t•-. - 211,'3 i.r `" - oD ROAD .-- I Y ,.� ' ► ,- � -� . C._ _ -- -'f Z F- L.1CA4 ,�—. 16,ti\,QIU.S' .� \ B.W.Zl0.5 g�.W,210.5 S V SEE NOTE 5 .T P N Cs�'r'fa 1~�, " OLE" p l3•W —- tS• ■, / A,S ;. _ �1„ Z (`� 2' °r 3/4'- BASEROCK ! 1�� ~E' = ,,a�1__._ _ / 2 Io.33 - ~� COMPAC,JFfl JE3GF,At7E -- - LYI 1____ --� / \ • '1' P �V ,LL - O 5 1A r �A ) Z Or 2S' �'�'� I l►0 Cv ', ! f •. /i MAt�ti �'}` 1t�I/ tCa�lp• \_ ' PL?r1 r. l ' Q l Cr f � ►,1 � ITnfr , . ►� � ►� fi ��o�'K �r�7N IN THIS � / r �` -- j `� SI EWA K A FRC - - � �- - ,- - ._. , __ NCI-S: L AW CURB II�.�I-IT o �= �.,,�. � � ��. �� cc .l-�. ► IP� uC?� I� .r>• �1 ' ' -� �- I �� — .-.,-.-._ �' , - - 7 ��( /, K z ► \ ``� t��► t„-� P I f'e., ;-•J K <� I-_1 I I,'-�% A I"/, „►r_ I T I ��, f' r—M1 r r- Y,0 w �� -- 1. CONCRETE S!iAl1 HE 3000 P.S.I. AF' -ER 28 DAYS, 6 SACK MIX, SLUMP RANGE \��A C) (A (;. l l I 1 I `�� _ _- ' -• "�� / _.�2 IO, I� F1 G �•• _-_ - _ ! - �•. Z 13 OF 1-1/2' TO 3'. 2 PFEET ./1 \ t 5 �EET LC+t�G. ( � .T U �I T � C> � �T 16-- 3. 3. EXPANS70N JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, f�` �� •' .� . - ._ . 1 __. - � N UTILITY VAULTS, M iE ELCHAIR ;RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 'lam, �;�NT C' P+c D I�- �.-� (' I�•o V I D �- " � r I � --*- -'� �I '� �d ' V 4. FOR SIDEWALK ADJACD4T TO THE CURB Al"D POURED AT THE SAME TIME As THE Go Q �' r'L o c_-. c::,in Q �T 1211 N!�T 1'� 1''• •>,, S, y Ir)• ?i ' .-/ ?� /t- I - �" • d- �� T CURB, THE:. JOINT B ETWEL�ti "THEM SHALL BE A TR O wi-1 F O JOINT W1 TH n MIN. 1/2' P.AD I U S. !} l �� -r 1 �`.� � 1-r Y �'rJ�.� � 2� f-1�'-� P��I~'c�l� (� ,� 711• � � ' '�' i .�"`-� , h---r•-•- --_- �j SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCITES IF MOUNTABLE �� T I 121 II,1 �� ► 1 I (.� �� ' �� I -------� .��1i s rl o �^ \-1 P"--I CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. ��)V 1 � L.c� � � ^n -T,L:,21 1.2 � / T , ! � ! � (�,S // b r /� 01-HERWSE S;DEWAI..K SHALL HAVE A MINIMUM THICKNESS OF 4 INC?;ES. 1 r HA 10 50 E2-15A G9- I�^T� �j •��' ___--- _ � f � �� ,� _ l _ __— _ _ _�r __-• _ _ ib•- - � , s•, 11111111 tl� �, • _I ' 1 �� -r rt 1� P'0^0 o F� •�'rz t� I l �� S� �� .� 1______ , • G. DRAIN 01_OCKOU'T5 JN CURBS SHALL BE EXTENDED TO BACK OF 90E�1N.\LK WITH 3• DIAMET>=F2 -� 1 H I'lU O� 'Ly��L (r?A�S ll_)OK- K-- • '" --+�ti _/ - PLASTIC PIPE AT Z'G SLOPE CONTRACTION JOINT Tq BE PLACED OVER PIPE -I-' { ° 30'-0' MAX . 10'-0• MIN. -T ' C A � �` J /' - reels Lot,tt�( {- -z '� �► \, (SEE TABLES) ('' G=al f',�i�1 , R7 ..'b'Jt3T� , �c. ,,'*'! '�-�,,ti� .ld,� '_ a / `,� 210, r-,8' 1 �'L�D 5 Z 2l° •S (� 7. v I IT ,�� ...-1- •� P, �� -- v. - _ _ _ 1 1 EXISTING DRIVEWAY �' �„�„ - .n 1 ` WIDTH VARIES ►. I/1, I I 1 i'A I i 1 F, M o Gj 16) II J 01.1 T 12 L. D E V it re-, .f ----S �' vs VARIES MATCH GRADE (Q _-.-- _ -- -- - 1 (SEE TAULES) - 1 � I'.r) �1� I� l.�U I:�i )� 7>� l) G C! 1 .1 'C" �„ {7(,� V L4=sT , SI r - poll v„ ' ' _ I •�• 0 VARIES '6 l ' U 1`\I A 1 IJ T ice. tJ I`1�_ O C� �� J _ h' e ' 21p MATO i WIDTH � 1`� - ! , T . ( -' -- \ y --- �L 1 H r V*) 1\) E:.1? � F',t-,S ( t b L_ I / 40 4 _� c� ,1 'a �• �� Z R/W LINE I11 ! L. I r0 (°>E� C� C L_ I p, U _ _ �..:,�,_. _ --_ ,',� ? -�' ?0�1 r 5' - -�-- f co ` w � ! � N ,•�1•�.,' � '_ J' � .. �- 1 •-^� � 111 � `\, _.., E�CPANSION s x s I I,1 •= i� E_'� (.-I I�_ U I oct. n , } 7 1 • JOIN TS 10 GA. MESH 5 1 V 3 -- y t , / 1 U ` I 1 I ` t CONTRACTION r� DQ•e aF ocwALx + - , t- A ?3 o O (10 JOINTS I"r `]es 1 •�QO T - (� F' - _ mac, i- CURES J01 Fs __._ _ � �J Q - � 'li � - , ,- �- �' r '� _0,,_ D r� � , - 1,_ cuRa 1 Tor- 12 �. ra' t`1 I . U •. I _ �� c-ij ,::p 6EA0t~ ETor z '� ' /1KEYi 0 1 a_ a 2 OLl. , ^�l 1 ( r 2 ?�,1 v 'G'� t.r �, I G I ,�� .L O Z> G P5 ISN 6 r4.w AV n 3`� ..J � A F,acE of cvRD 2 _�.lj _ - tt ;- m a L1 EEG V6I e -- E$1'�As's cAe I0.I.r'.tvN • F-- -0' MIN. 5'--0' MIN. �� •� -_'- _, r �. N I) t �''� r7 \� 5' 7 e T �{• t 1 l /11 , -- r r 1' r” L ©�.O I W AI UL �r 4►F 2 �j G,,d 3 wwl■ V t M Mot. 15'-0" MAX. 3'-0' f .?(� - j I - - ,- ---- ____ _�__.- _ _. ` T ' --� 1y .� -�-- �» ��• 8 .- - .,- •. a�K• t_.c>.,v �_ � _ . � - C1(t A,µ- / �t r v.It �R I v r-,��✓� ,�' � �J � L _ _ _....... \VA V1G. L�� Iuv. T I f'�► ^/ - �__,_, r./ /-E3 r r L � +MJ t U� Ir.l n�.1�- �= ` '`a r I U- Y f✓: F �I O K- �P e :IPT , 1 t - �_.. -, , ,E F [�1' Y/A L r �x 1`7 G1. G,5 � �ri �}}; -. ._... _ 4 I? F}A N 01 c�/s,F _ --- - •� -----M a - - 'U, t >~I r1 7r)�.2�+ (� 0 (,,;1 I I - USE E"X7 S T}NG EXPANSION Ja N T `'Ci .-•�Tr..•��`�"�" -------• _ �;... i-.! .��1 F��,M � 'N/ 1`� • , q - '�---�---- 4 3 2_- . 4 - » _ _ � I # E �� - !IN'" �••�, ,, r "Z'I /h E j� 1� i'O"1.G lo' - _n _ `� I - , x<< I J c:U R 1! I 1 OR S,AWCUT AND PLACE COIF 1-1 2 EXPOSURE �''"\ �.�► T' C,�?� �k1;�1 ; ••••• •••• *•�•-- �•`1�,. �.( ., r ,�•�O 55 N L i ) f •�• ��, E 1� ., I rte, m I JOINT. / / I I t'/1 "� i lY+ �" IJ l��► ra' ��1r� VIA 1^L ---� .. I t �l� _ _. �- ,a U ,..•. �„ _ C-3a.1 1 ,� -- �Xt' T'�.,.�. err Ailx1�-T' �T + ! �- I �T I_ SkJ . =-�`\1 of� --- ••*�. C7 I o i ,x E / r�I r�1 Z. B , . D I,-( 1 ~' ,a _ N C`� S �'1 �.�1+(�►,t- t > ELEVATION 8-Q 10 GA. MESH :: I *.: I r,,1 -.. jou �� Y. � a1�.o I �..YI >1 1�� .. 1'��/► ��3 �' ,� - �Q -. ,�_ . - - l�l� r,r II f'. T It~•l�. - 1-1/? A13OVE DASE �••-•' i �� 1N t _ '� �� `�' N -'' �,�/ Ir ` 0 • i��,J� \ , - �r/'��`�••� � �` x 1 f II r A t 4• 1C�x t rGI �/1• �I( C � , Q©� ��4..f:r'I: 1\ I ,■■ {-� . F. ...._w" r. '� rtl'- '- •�/ .+. T T r') ! v 1 ,\ 1' '�' .+ ,,, 7 w ♦ I t� • :. -. -;'�v - •, _,. 'G�� Zl�l't! ~11r+tJkl ` / 2t�7'�. /' '1 it r 1 ( L' E T , .. .. D > y .T 0 r� r / ( 1d3,«,A T 10 l� L'��4y ___ ._. ? ¢ ft 1►'A 2 0". l (� - •_- f \.11A �• ' L-I 1�.1 _... .""..1.• ..,4r. .■ ....h. + —•------ g, _ _._. ____- - -..._ T ...._.. _ -'�• --... _ _ � -r=_;•�11\I�/ S T fes•.", I l�x 15. ' 1!0 ` , r. m sTR P � T � , � �Y�r� 1 � � ,, `- ��Cl I �� _ M /` ;til `iA (' h I f 1 G• eS r . '''• •- 2 OI� COMPACTED 3/4 o AGCPECAn „ �'' i � ` `i, _.--- �_ � .�• " � � � � •_ � � � �I�Er-: �.n. SECTION A-A \�1 �1, L.. N l.,�'�.c;�...�_I___ _� _ N �1 t ONCRETE SHALL BE COMMERCIAL MIX. �/ Y I .f , -. /..�q�. 1 ' t �/'I \\\ yp�+(�J'�"/'•� �:..11I \ =h j? \'�ST'' ':• P.I,1 • t'- X r f'`� �•j . ..•....... ........ .......... �M. ma ..s I"ll /t. ''"'«+ �.�T.� ' 1 �, I 1f•-! '.�✓ ` \ _ _ _ �E}•.J`•ti/,,, f�+" '"v ► � 7.. I,URH JOINT SHALL ©E A TROw1=LFD JOINT WITH A MINIMUM 1/2- RADIUS 1 I 1 I �,� f t _ �,, © ,. }Q \I _ t� - 's- I N ► .� _ _ _ _ ALONG UACK OF CURB. N �\/ w =� = ( (10-1. 3 I NV4 '�'.L' +raj t + � 3. EXPANSION JOINTS "HALL ESE 1/2■ PREMOLI)ED ASPHA.-.T IMPREGNATED � `�� - T, \ �I � l -�` S T EA1�TC(;IAL C?ft E QIIAI , F XTENI)ING FROM SUBGRADE --0 1INISi GRADE. E f Nr" \ - 9575 SW Locust StreetL I ( ' 1-I• F-y I 1 1 0 -•_ Phoenix Inn ...■w ,..■r,.,rlyw .,w.�..`.,.�._-„,°,.., .- �.. _,,a�., ,.r, , 7 of 10 1' - _ _._ .. .T....,. .-... _. ...• . ', �'. \ / � 1i: 4' '� -. - P'w�da:1''Y ; y;+'.i „r rc.`iW .,; t, - - .,. - . ..�,.tir: - Je, _. .. -_- - ..._..,, _ �` ,p 1' ,.;y ,., , �. °:ae�, �' 1.a.•'eT .t � . ';1•,y�` % � v fi+k to t_ °' 6!, �' r,J"`�C� Ip,:�A.l�. , ,r '!� tDVAmom" +.►t.+''”4r' MMM'�FeAII�Df�,"'7aM•Yrn, 'v..!,�.. �'N��t"A}R""'�'zF,.- .,. If this notice appears clearer 111.111 the MAY 1 91997 document, the document is of marginal I;Ilality. IlI �I � I �I �I�I 111lI �I� I�I �I I I�I�I�III�I�I I III�I�III�I�II 11111 I llTill lf ISI I I�I�Ijlll�l�l I I �I�i�lll�l�l I I�I �I�Ill�ijl I (� I�I�III�I� I(I I I�I�III� I�I� I I� I �I�I� I� I�Ij W j J INCH. MADE IN CHINA _ 7-7--T t�l�lllllllllllllllllllllllllllllltltlllllllll!Illlltlllll Ilttltlll III111111 III1lllll�ll!lIIIIIIIIIlIIIIIIIII!lIIIIIII1111111?llllllEllnnlnllllnlltnllllllllnllnnllllllllttllEllttIIIIIII! Iltllttll IlttltltlllEt IIttIIttIIllttlltttllttlEllltllllttlttllltltllltllllt11111111111111IfIlllnlEt� RECOMMENDED STAN"ED NOIES FOR EROSION CONTROL 1•t AN,; Standard Notes for dim nl Fene•es. / r^ • The filler fabric shall be purchased in a continuous roll cut to the length of �� .J�) � • Approval of this erosion/sedimentation control (ESC) pla,. does not _ \ constitute an approval of permanent road or drainage design (.a.g. size and the barrier to avoid us: of joints. When joints are necessary, filter cloth shall Drop Inlet location of roads, pipes, restriclors, channels, retention facilities, utilities, etc.) be spliced together only at a support post, with a minimum 6 inch overlap, ;,with Grate and both ends securely fastened to the postczti; C Stakes (2"x2•x3} • The implemetation of these ESC plans and the construction, maintenance. •,. rep'acement, and upgrading of tnese ESC facilities is the responsibility bf the The filter fabric fence shall be installed to follow lite contours where - l 1 / applicant/contractor until all construction is completed and approved and feasible. The fence posts shall be spaced a maximum of g feet apart and vegetation/landscaping is established. driven securely into the ground a minimum of 24 inches. n e �,e�°scs • The boundaries of the clearing limits shown on this plan shall be clearly ' When standard strength filter fabric is used, a wire support fence shall be Me V. Pct flagged in the field prior to construction. During the construction period, nu fastened securely to the upslope side of the posts using )ieavyduty wire pa ,ss�sr6�a� oo S!i disturbance beyond the flagged clearing limits shall be permitted. The staples at least 1 inch long, tie wire or hog rings. The wire shall extend into Q �o PQQ c e ap 0p° ��n. flagging shall be maintained by the applicant/contractor for the duration of the trench a minimum of 4 inches and shall not extend more than 36 inches �. o'oo a odppa• construction. above the original ground surface. .i. w,9D DD abOpo •aobDu ( �•• ° 1 OeOo•�e• 1. 1° ° • The ESC facilities shown on this plan must be constructed in conjunction The standard strength filter fabric shall be stapled or wired to the fence, and V Z o e„ boo«4%8.Qe,p4e,o°o. / Filter Fabric 12 inches of the fabric shall tie extended into the trench The fabric shall not 0 Z a• O'r• ee° pro• a // O°•pitcloS p 10, a ° with all clearing and grading activities, and in such a manner as to insure that .e O,.r ovQQ"Q/0pe Qo. sediment and sediment laden water do not enter the drainage system, extend more than 36 inches above the original ground surface. Filter fabric ao p o roadways, or violate applicab:e water standards. g ) shall not be stapled to existing trees. Z 0 • °e0ga.e J Radius = 25' min _ ea . ° • When extra-strength filter fabric and closer post spacing are used, the wire xO 0 The ESC facilities shown on this plan are the minimum requirements for mesh support fence may be eliminated. In such a case, the filter fabric is 3 p Clean Pit Run ort"-Minus Gravel anticipated site conditions. During the construction period, these ESC Q y facilities shall be upgraded as needed for unexpected stapled or wired directly to the posts with all other provisions of the above B mm. / PS petted storm events and to standard note for standard strength filter fabric applying. ,'^•t Subgrade Reinforcement depth /. Stakes ensure that sediment and sediment-laden water do not leave the site. V o Geotextile,as Required Provide Full Width n 0 of Ingress/Egress Asea* Fii•er Fabric The ESC facilities shall be inspected daily by the applicant/contractor and ' Sediment fences shall be removed when they have served their useful Sta •led to _ _ _ __ _ _ _ _ _ purpose, but not before the upslope area has been permanently stabilized Sta�es �i� maintained as necessary to ensure their continued functioning. e 20' min. for single family and duplex residential • Sediment fences shall be inspected by applicant/contractor immediately Runoff Water '-" 7're ESC facilities on inactive sites shall be inspected and maintained a after each rainfall ind at least daily during prolonged rainfall. An re uiied with Sediment Filtered Water minimum of once a month or within the 48 hours following a storm event. )' q � repairs shall be made inimediatcly. —a • • • .V At no time shall more than one foot of sediment be allowed to accumulate within a trapped catch basin. Ali catch basins and conveyance lines shall be Buried Filter _ " " ' - - ' cleaned prior to paving. The cleaning operation shall not flush sediment Fabric � laden water into the downstream system. (min. 4" Depth) • Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for the I 3 duration of the project. • 1 Erosion Control Plans Figure 3-1A Erosion Control Plans Figure 3-7A Technical Guidance Handbook Gravel Construction Entrance Technical Guidance Handbook Filter Fabric Inlet Barrier cr- a- � RI; TAI NtntC. L T.w. 222 WALL 2� 20 rw. 21b � � h r _� fiber robot nui°ruI36' JCl� �b.�l� �LY� • .�41 - 21b ` wide rolls Y - L Q ause msupb or wire rings to , - _ _ _ _ �• ' .tush � �• 1 lr d tobnc wire _ 2'bv 2•by 14 ga v.�rc �' / -�J • �� .r I•bric or igu , 214 A �; / / rte; m --- \21o,s' 21o,s' �� f� EjAlatU� N � 1 7.W 2 13 1 .............................................. I �. ►I I / _ ff� Ir- Ir Min.-i Gravel(12'min.depth). i 2'b Pwood nu, I I C. (f . �,y� ILTE•}�K F t3Klc- - r nandard or bepier or Runoff Water .R J / 1 F: C,12.{� $ / N I �Jrp+�I� equal a Inmate:Siad wfdl(ledllnelU .► . '. , • 1K-•'e ••. r•.q _n v Ee' 1"(�� I L - post, Notes -Bury Conoco of filter 12' �` N EQr— E 5F_f- (Q) rnatenai in 6'by 12' -- - 1 trench Sediment PU V111"Water FabrieMeah with Filter51 t7 E S to Lher labn< - an top ,d rtuterul 7 `^1 2-by 2"b) 14 ga.wire \ r1��C✓FtV//"l\ �rie�J�y .��... r�T.�•LL. _ '.� l/�t� 1 fC , _ n / \ 1=- ' 1•--1 LL fabnc or egwv �, r� Q ` i•�. 1•.•► _ 7 _- .� �• �r0C HG HG -r� �iCE K / / �O �jGi I I ` 11G �- IOtJ �/ � ftp N P \ / • , 4 NW 7151 ob tee - _•_ 11 •i' • �� r �./ • 20� Is DRM^}' �, Erosion Control Plans Figure 3-2 Erosion Control Plans Figure \ — t � ' � � 122 � �,. Technical Guidance Handbool; 5edlment Fence Technical G�(idance Handbook Gravel dr Wire Mesh et Barrier . 4' • 2 0 (' c.�• 1-_X-16- 1NG o. E!�,. E cl<T'a Rrn4 a 2o7. z' c5 w. 1 Phoi SW loeUat Street phoenix inn J 1 aot,e OF Ir this notice appears clearer than the MAY 1 91997 doenment, the document is of mnrginal qunlity. W ' MI�I�i�l�l�l�l�l�l�l�i�l►I�I�I�I,I,I,I,I �,l,l,l,l,l,l I,fCl,l,l,l,l 1,,,1,1,1,1,1 I,I�l,l,l,l,lII41,1,1,1,1,1,11111,1,1,1,1,1,1,I'III,I,I,I,I,I,II,I,I,I,i�l,l, ,L NMt M DIM2 4 - T Ihulllulull mdnu uuhln un6ul,lndun unhm uidnu onion nnhln uuhudnnhm unlnu nuluuhudnn unT luuinldml lull) IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Iilllllll IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII I t z $ � 2 m 4v 11� N N CION pP N ^1 960 W 30 h t V — �j I . 1oa IZ-• ILS 1 N N U-j S S E (5 - �) S 1 T V w o Oc K - Kit 7, T N V V M E, o f 6, U `j'' I(o 3)-7 O O CO r- �If YO I— VMIE DF L (o.) 154 Tow VSA , _ r-.T.W• �.1? — �J ?.W,2 2 0. � .,�,u r_�r� �, I �� 2 2 moi. - 8 P.a'_�f�'_ � 1' --- -- !98.•�l�' �l.�4 ' ) � CO o 21 .� p.: ZF. l� 210,33 s• _ __ -- , j4M a VA - � ? k <, t' AT _Q _ ` IHJ�t Ds . ,.h s w/ t--�- �'�. N loAl r. '��^ �-•Q-S�c' 1`'� f-'F=� tcl / p' — i H c 2 13 -_✓ `�T 0��/ ��_ `^fir.__. I r - �L. •, �1 i Imo. ' _ �210 1f� - PIA) �( , �. -- - / '1,► O ,oc l l 40 �. --.-,-� -'�' l— T 2 � � '01.,1 L�.�' ' -- ' p oo' * 0.53 . T I G , r z 1 - — — — -------' IHt2E DE-D CAP w - �� I bit ;pK I F l C E AA - Cr-=�til Com. r�, �--� , �'- . , � � . �—-�'• _ ('o o�., L.��Y t------- =-'L-- O ` _ A _ . /�- - °. • _ ,• Q � � � 210 _`,G� � 2�� H � .,--. 214.3 In OeW • ' ` • . ,. -4 210 W/�r ��i 6��FL.C1`� � -1•e, � 140Q��L 2 0 6 ,15 , Z.O. _ ✓,*,o, LU '1''o P f3A N IG 2 v°1.•25 ' �( � S (( � � , U I�- a 7.01 '!.Z' h 4 1 �!3A G IL `N - ,r' �}I W O o U.J A 1.►� pft t - ' - I V-E N o t� -- R .� _ — v 1NLeT P►We _ A5M Lt2�c�/-- G� PI I''!r: 7�, _ 1 -..0 07 t_e�' 2 a S , s' - ��"o tip$ `•__ Iz cc ItoV1 r F5 Ilk 9575 SW Locust Street '~� Phoenix Inn ., 9 of 10 --+-w+•� -�"�NAMAF! '�'�`•�.NI14"Nr�p11PM�"n"W. .. �M�qlANrs.a.v+�.w....: ...r,�...,,��!,�nnnow,w8«r,,.R.�* nr�,'�prwwl►MMMI.1,IMli..* '�','riM+�r�u"1�O�.wvlFlr- If this notice al)ltears clearer than the MAY 1 9 1997 document, the :tocument is of marginal gimlity. �I�IIIII � I �IIIII IIIII� I� l�I�! I�I�I�I�I�IjI I� I�I�I�III �I�f� I� I�I�i�l�l�l 1 i�f�!jlll�l�l I I�I�i�lll�l�l I l � I�i�l�l�l�l I I�I�I�Ill�ijl I I� I�I�III�I�I(I I i� l�lli�l�l�l I� I�I� III�I� I�124X INCH MADE IN CHIMI' 31 tlll Ililliiillililliillllilil!nllnllllnllnninlllnn�lnllnll lulinll l.nlnnlnnlnnllnlluli!nn!nn nillnlinlllnnlnnlnn!unlnlllu�llnn!I!nlnlliunllultnll{nll nnllnl lnll111111►n1n1111tllllnitlnllnnlnullnlltnlllnllnnlnl 111111"11111111114 i t Btu, Ca�-*J 74P. I 100 `� 'N I N N ! , 1 i i D � N Urfa TR�: L all - i r TO �E G�S+L.•+'JgD W t � , � � � i � i � � T � ! 1 � i i � i � r 76 PLF Gr PNRA+�► ! € 1 r ± i 3 t Y i / 2 Al i 1ter 1 1 ! H •�D�1 Al AN , Q �js 90oF TFZJ:,`, L�.YdVT �q � f I M �{RvEl2 0 2-0 A � Ir T M , Z5�i2 I/$ I10" L4 Zo — 4 LL y. ��E Grr j .0 C>CTAI L „ 1 7r'<,j5:� L,AYav T Foss tit,►k/F -TN pv Zia' k1 NIP F, rzXK Awe 1A z rZ w _. a GENERAL NOTFS: r O., 1. 11TTACII "r:ItTG AT 10'-0"0/C �— M!,;; �' TrUS EOTTOM CHORDS, �' chi'USE 2-1!, ; � ::It CONNECTION. I 2 S17,E INDIVIDUT AL TRUSS DRF,WINGS FOR ANY GENERAL NATES AND CONDITIONS ,�rtvr'�tt "WEI3BItF.CIN "I1`QUtRED. A APPROVAL OF LAYOUT CONSTITUTES ACrEPTANCE. ANY ,f.E ��1 �tU 3. CONSULT Il'i' P 'GREEN:,HEiT"BEFORE ' 11 INSTAi.Li'LTION ADDITIONS OR DELETIONS MAY AFFECT FINAL PRIG; _ B T. V B. S. IS A MATERIA_ SUPPLIER, NOT A �14 2 SUBCONTRACTOR. THIS t18T 18 NOT V GUARANTEED TO COMPLETE YOUR JOB. PURCHASER MUST �.p �'O'�f� 3;0', 8 Sf5 � , PROJECT •'�:�e' r.11 �. I J�l�� ( VERIFY QUANTITIES, SPECIFICATIONS AND DIMENSIONS. _ ROOF S FLOOR TRUSSES LOCATIO,S\ T.Y,B.S. l3UARANTEES MATERIAL AND WORKMANSHIP. 3 .0� ��'' GLU— LAM BEAMS A/'MOV[Dh: WHEN FACTORY ERROR OCCURS, WE MUST BE GIVEN THE LUMBER <<a" =� Q" Ili.._ I. o.. PO R T U N I T Y 'f 0 M'A K E THE REPAIR. NO 8 A C K C H A R G E S TUI1lATIN vALlty Nu1LpEN•s EUN�t r SIMPSON HARDWARE DATE' REVISED • l1RE ALLOWED WI TROUT T.V.A,S,' PRIOR APPROVAL. SaoJs.nRd,Lake aw*go.o�a7ao� CEDAR PRODUCTS ARCHITECT; C CONSIILT ATTACHED T. P, 1, Td GREEN SHEET FOR PROPER 9575 SW Locust Street CaNnaw.Nwvcenter--asint WINDOWS i DOORP INSTALLATION P,ROCEDUREr, Phoenix Inn Truer Pkw—a&r731 .. 10 of 10 JON NOCONTRACTOR; CMAW1NONUMOM 7 �' 1Gyms w %a ferry Re SU r1 pro If this notice appears clearer than the documrnt, the document is of marginal gtlality, MAY 1 91997 • �1� III�� II� I11 � i� �li � i�tl�j� ► i��j��iI�II � �I�I�I��I�I�JI ►I �I�IIj �I�IJ � �ICI!j��II�II I �III�j��IIIi � II �IIII�IIIII I Il�I�II�IIIjI ► IIIIIII �I�I�(� � (IIII �I�IIII IIII+I► ►II I ' INCH MADE IN CHINA I I I t � / t 124X W-71 Wyk Iiii!I►IIIIiIIII►II I►Illi!!llilllllllllllllll!lIIIIIIIIIII !IlIIIII! lIIII1111 1!lflllllIIII!lllllllllllll!!II!!I�!lIIIIlIIIIIlIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIII±IIIIIIIIIIIIIIIIIIIIIIII±I±tIIIllllll IIIIIIIIIIIIlIIIIII IIIIIIIIIII±IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf < J � IAF ;� F�f ,• i `. .,� i��:, '•.wri�rvat�Flvdr/N�Fnbw',�.w....;:.l...t'.�i ,........,,.�X,a..�.»-.y.. �r. p�lx�A , .rlYj AGGRESS: �S IS SUJ Low-A t*/cx* 9 i:\records\microfIm\t argets\buiIding.doc i RR I s i '�'14''AElK+1 E a MEMORANDUM CITY OF TIGARD, cREGON � s TO: Finance Department FROM: Jim Duckett, Development Services Technician I C DATE: December 11, 1995 w SUBJECT: Receipt #95-264527 dated 04/21/95 .a Please be advised we collected $718 . 00 under the the above mentioned receipt and credited it t+ the wrong account . The receipt credited the money to "WQUAL" for. H2O Water Quality Facility Fee . The correct, account should be "FLS" for Fire Life Safety Plan Check. { If you could please direct the funds to the appropriate account, I would appreciate it . Thanks in advance, c: Jeanne Flaig, Building Department VIP' S MOTOR INNS, INC. 280 Liberty Street NE Salem OR 97308 oc WIN a j�' y Permit# Account Descriptfion D ( Amount Amt. Pd. Bal. 0 � i �0 Bldg. Permit BUILD Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) { Bldg: Plumb: Mech: Plar, Check (PLANCK) Bldg: j Plumb: r Mech: r Sewer Connection (SWUSA r(D°U bo V/- Sewer Sewer Inspection (SWINSP) i D Parks Dev Charge (PKSD(,) (N I)Storm Drainage Chg (SDSDC) 1 J�� p Residential TIF MF-R) "J - Mass Transit TIF MF-MT) (p �' 0 Commercial TIF (TIF-C) / p L U s Industrial T;F (TIF-1) Institutional TI1- (TIF-IS) Office TIF MF-0) Water Quality (MIJAL) Water Quantity (WQUANT) to 00 Fire Life Safety (FLS) l- U�✓, ) -�Q-_aa Erosion Cntrl Permit (ERPRMT) ILEV UT, Err,sion Planck/USA (ERPLAN) - -- /__ 37.6-�✓ Erosion Planck/COT (EROSN) TOTALS: i I i CITY OF TIGARD Journal Entry Form / ,f Deecr = CORRECT 95-264527 At - - VIP'S MOTOR INNS JE # 1.5 _- - - -- Month Ending: DECEMBER 1995 - Reviewed by: 13-Der-05 - _- -- Debit(+) 4 Ln # Account-# _ Credit(- Amount 1 10-0000-101000 _ + 718.00 _ -- - 2 10-0000-433020 _718.00 3 — — 1 — i 4 24-0000-101000 - 77-8.00 ----.— _ 5 24-0000-445002 + 718.00 — — — 9 -- -- `----- --- 10 — -- 11 t 12 i - - ----- j 13 -- - ! 14 -- - -- x 15 16 17 - - ---- - -.- 18 19 ----- -- 2 0 - --- - 21 _- 2 2 -- 2 3 ----- - - -- ---- - 24 2 5 - - ------ - ---- -- -- 26 _- 27 28 --- --_ - --- 29 - 30 r,. Pg of 12/91 a. i. kVA' r �I From: "Greg Berry" <FINANCE/GREG> , To: FINANCE/JIHAD Date cent: Mon, 11 Dec 1995 13:10:35 +0000 Subject: Phoenix Inn Copies to: FINANCE/JDHNH From your message I understand that there was a misentry and the water qui..'lity fee has not been paid. Thanks for checking. On your desk is a 12-22-94 memo suggesting a partial fee for ;he 6,999 sq. ft. the on-site faciiiry did not treat. So the fee would be $477.7.0. called Frank Paeola. He said he would be in today to pay it. f i ;y w .M� it c i . I .F � f i i , y. • 1'yI' .dP�13 ` 6 (l a P-3,.3 3 0 _ 6, 9 � �J �' •.�-- Crr�eL�.�••r ? 3 CY/»•t /�'t0-7 C2�tJtX/l�. �'7F Gfiv+� .e�O .�t�� .�,d� , %�j�oy.�.� �lc�� o� �,.:fd� ..��-sr�x..��,/�c�R,,�,�,��,� �•�r�t..��.s-7.a `,.�cJ �, ._._._._ ' �e �� " � -�.� «,,.�..•P�,�, �,� 1, )r'.Q ��Pc�..Q�.�� Post-ft"Fax Note 7671 Dato 2 pay s� fn / From ColDept Co. YY�� Phone a _ --- Phone# Fax 0 � � Fax 0 (� , r r 1 F L—I I Y 16- I a ('i410,11 III 1 (;I i.t 1I-'1 h1(r« ';� 1;t It••1;14 Nhlt)1.lT�I t fi..5ta., 4�t,, 1'•Iiltrlt" n 1='b l ll. 111 t I�'►1h11', I,F1i;,V{ {riYlUl lhl l y Ir7,• Q11-I Hif,l,f? :!IEi two i?1 Nt V11I (.TFC 1!(11'ht'r-NI 1)rlIF.. o !i.'iI1 � ' I +.it lkVd)I.U.l I V►i1*11-; il)Vt lty Wr► ),>r,r,;: i IILIRIIt',0 I IF 1-4-IY'ht1-1A I I'•IN1l:7ON 1 I'►-d)I> I "I r+ 1 11Pit.VIA 1 101,11 It ll'I I I'r•4.1 II (,r!II II SUP94 M?17 ('OR WW•TV,P 141)(-)1. 11`e tti T(2( F 1 I I(A I T Ili))P9 4.1 4'Ioof—t 1 1 Cf'Tf•IL_ HIh1_aI liV 1" f�'c•l l:l� .. ... .-) F, ••;ti. '-►(.• I i, f o; I CITY OF TIGARD CURTIFIC14TE CY OF _ ocr,UPP,NCY ' COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : BU17194 -0277 , 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639.4171 DATE I SSUED: 11 /21/95 PARCEL LS1%?.6DC,-04700 1 I TE ADDRE.f. 5 • . ft 0;1575 '::)W Lt.71:.UL a l' 61 :�UBD I V I S I ON. . . . : L EHMANN ACRE TRACT '1..LIN I NC3 i C. 1 BLOCK. M . M . . . . . LOT. . . . . . . � . . . . , i • • ....ax w..rn.._..r..w w..w•n..«... w.«..,. «.......�.�w._�.«......n_....r•......_..«..�.......i•.............r._....._.... _.....«..._.«.. ...... ........................ _..._.........._«..... ..........._r....n_rrwr«_..�,.w.r w•... CLASS OF WORK. i hIEW � TYPE OF USE. . . :COM OCCUPANCY GRP. a-•LHR �. OCCUPANCY LOAD: ■ TENANT NAME. . . :f"POEN I X 1 NN I i RopmAv,ks : Npw Hifi unit mntel � �! Owner. ...._.._.._..._...-._.....-__................... V I PS I NDUSST R MS, INC 29757 SW HOONES FERRY RD WIL.SONVILLE OR 97070 ` Phone wr 662-9;i- 34 Contrar..torc ____,._.__._._._............_..._....._..._.. ........._.. .._..___.__ ... l SUPER ONE, INC BEAVERTON OR 971005 Phone #t 643-•° 721. Reg *. . s 5719 s I11-:0,.tKaancy �%f the above r^eferenver:i bui. lciing is her eby Liven, And cet'tifieta -Fhe :cimpliance with the '.itate Of Oregon Special 1, ndi hs fcii- the group, nwr.uEattncy, end +_ISE under whichthe r pfer enced Eger i. w�f.: .,.i. >ts�.IFd. iJ L.DING/IfISPECTOR D1,1IIJ)INt: OF'rl .I.HL PCY31' IN CON SP I L'UOI[ a PLACE l �—j i 14r T CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 M OVr Inspection: _ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk V Foundation Pibg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line •BldD Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. 4 ° U.iderflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: /— 2 t eq � _S'S� Time: AM PM Address: � f s Builder:_ Permit #: 4 2.7 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: rL rJ'�6 Inspector: _ f Date:��L/— _APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE » .. Call For Reinsp. �r i r } I i r r y i i ., . . .., ....., .:. .. _. ............ .. , C1 CITY OF TIGARD BUILDING INSPECTION NOTICE I Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. ough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace j 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 -Mach, Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Reouested:______// �7C Time:TI AM PM Address: Builder: — Chi Permit#: THE FOLLOWING CORRECTIONS ARE REQUIRED: I sp Date: APPROVED DISAPPROVED -- i_APPROVED SUBJECT TO ABOVE _Call For Relnsp. PLUMBING F'LRM1 T r - ;,+'i • CIT'Y OF TIGARD DATPERMIT SUED , . . . : 7/95� 45: r i HATE ISSUED: 11117/9. - COMMUNITY DEVELOPMENT DEPARTMENT00 ` ( . 13126 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)63g-4171 PARCEL: 1 S l l:'b DC-047 SITE ADDRE55. . , 0()575 SW LO(-[.JfiT 51 I SUBDIVISION. . . . : LEWMANN ACRE 'TRACT ZONING: C—F"' a{ 'LASS Cl!"' WORK. . :ADD GARBAGE 1-I1;1-'(.5AL-S 0 MOB IL1- 1-iOME G1''f-aL'ES. : 0 TYPE. OF Uc;E. . . ,. :Crar'1 WF'.aWING hIALH. . . . . . 0 RAC:F<FI..QW E'RFVNT'F1S. . F`OOR DRC..1NS. . 171 TRAPS. . . . . . . . . . . . . . » 0 OCCUPANCY GF2F'. . :R1 1 STORIES. . , . . . . . : 3 WA"I ER HEATERS. . . » . : CATCH BASING. . . . . . . : 0 I AUNDRY TRAYS. . . . . : 0 cif RAIN C)RWINS. . . . . : 5I NKS. . . . . . . . . . . a UR I NALC. . . . . . . . . . . . Lr SPEASE TkAPS. . . . . . . . 0 LAV ATOR I EG. . . . . : 0 U711LR FIXTURES. . . . : 0 � TUB/SHOWERS. . . . : O SEWER LINE:: (ft ) . . . : 0 WATER CLOSETS. WAlf'R LINT= (ft ; . . . D1SHWASHER'S. . . . : 0 RAIN DRAIN (ft ) . . . : CA i R�+rnC�rl•<� : Cackflow F,r^eventi.on devi.(_e i Owner-: -- ----- ________ __.__.________.._._________. ______._____._- FEES VIPS INDUSTRIES, INC tYloe arnol-int by cute re(rNt; 29757 SW BOONEC, FERRY RD F'RMT $ 25. 00 P 11/17/95 95-273038 5PCT $ 1. 23 B 11/17/93 95 273038 WILSONVILLE OR 9707D Phone #: 682--9284 Contr-actor: 1 PSS' I NC F'O B()X .:,1 F•!6 VANCOUVER WA '-)866£1 __________________ __._________--•--__._.__.._ F"•'Irone #: $ 26. 25 TOTAL Reg #. , : 012794 _._____.-•- REUU I RED INSPECTIONS This permit is issued subject to the regulations cont&ioed in the RP/Saakflow Pr-pv ...... _ Tigard Municipal Code, State of Ore. Specialty Codes and all other Final I n 5 Feet i on applicable laws, All worr will be done in accordance with approved plans. This permit will expire if work is not started �.____••._ _.__ _ __.__� r within 190 days of issuance, or if work is suspended for more than 180 days. x Permittee ::iir �tl.r, r•? : 1. i�I_Ie(1 By : A✓ 1 __. e t: i on - 6.39-•4175 IY 1 i 'c icy .i.e,. .� is1,.�# Q✓s :.r ` - A:i-, City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # 13125 SW Hall Blvd. Permit # Tigard, OR 97223 (503) 639-4171 MINIMUM $25.00 PLIMIT FEE + ST. SURCHARGE "''�y°i;•"a^•^'.__ New Single Famliy Residences Only_ ••• �I _ ❑ 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.J0 (j J ,S. 5&-)f-v264S T ❑ 3 BATH HOUSE$225.00 Fee incluues all plumbing fixtures in the dwelling and the first 10U feet of water service, sanitary sewer and storm sewer. See fees below. "• �^•^"o1&iwm' v FIXTURES QTY PRICE AMT `l Sink 9.00 arnp �•" "'"'• Lavatory 9.00 q Owner �1 rrt ,-� - �1, ( Tu h or Tub/Shower Comb. 9.00 �"+"�'■'• zip Shower Only 9.00 j� Water Closet -! 9.00 l ""^•'^^"^•°"" ^"" Dishwasher 9.00 uarbage Disposal 9.00 Occupant I ,,,,,,o,,o"„• ft- Washing Machine 9.00 Floor Drain 9,00 °N+"81.1. Zip Water Heater 9.00 Laundry Room Tray 9.00 "'^" Urinal 9.00 Other Fixtures (0,ocify) 9.00 M"'°Aftm p"■^' 9.00 Contractor e � C', 1;2- 9.00 c".It a" 9.00 L 4_1-ex- jSewer 1st 100' 30.00 ""'•""'"""""° °"y"" To No Sewer -ea. Addit. 100' 25.00 Water Service 1st 100' _ 30.00 1 hereby acknowledge that I have read this application, that the Water Service ea. Addit. 200' 25.00 information given is;-orrect, that. I am the owner or authorized agent of ---the owner, that plans submitted are in compliance with State laws, that Storm &Rain Drain 1st 100' 30.00 I am recistered with the Construction Contractor's Board that the Storm &Rain Drain Addit. 100' 25.00 number liven is cnrrect. (If exempt from State registration, please give reason below.) Mobile Home Space 25.00 Back Flow Prevention Device or Anti-Pollution Device 9.00 "° ^"'°•"""'0'^"- -- °"' Any Trap or Waste Not Connected to a Fixture 9.00 Des'vibe work new addition alteration (� repair Q Catch Basin 9.00 to be done residential U non-residential Q Insp. of Exist. Plumbing 40.00/1hr Specially Renuested Inspections 40.00/hr building or prooperty Existing use Rain Drain, single family dwelling 10.00 _- - - Residential backflow prevention devices 15.00 Proposed use of building cr^ropprty -- '(Except residential backflow prevention devices) NOTICE "Minimum Fee $25.00 SUBTOTAL 1 �� PERMITS BECOME VOID IF WORK.OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE 7�� CONSTRUCTION OR WORK. 13 SUSPENDED OR ABANDONED --- FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS + COMMENCED PLAN REVIEW 25% OF SIJ13TOTAL TOTAL Special Conditions -'""----- Date ssued _-by __-__--- --- 1 �J r tl 1 t ' iI.,J ► r 1IF I It�rlttl, t,l. �'1 .I(..I lit 1!r-lvPrMN1 1411, E i, I},r1 No. NAm17. � M(atJl._, r (•ci►NI<,1.. t r1 I� HIIIJIM r c P 1 V INN. IV 1 I.►r1 I A t` I r'/`�", i Vt'4NI AJUV(1%H WI)186 rl hrll►ti'ChiE: OV V'HYM}:N'}' 1 OM1 n IrJ1 }��a 1! ► ►IkVI l;:;l. ill P11'r Pau. N I fifth ION 1 1-114.11, i F'�l.11M(•t�N(� 1-'F�►1M y",'�. �,nrl `�,I . k;l i I I I i }•yF 1 t � . f I � �i 51°r7`i £yW I 1 OTAL. AMUON I PAIL) i e �� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 _. Inspection: � --- Footing Susp. Ceili Sprink. Rough-in App,,/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Olt Eloc. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Flbg. Underfloor Rail Drain Framing Plumb. Alarm Water Line Insulation -kiech. Underflr. Insul. Shear Wall Gyp, Bd. -Elect. Date Requested: Time: AM PM Address: Builder. Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Date: J __APPROVED —IIISAPPRO\/FD APPROVED SUBJECT TO BOVE- _Call For f;einsp. e j' I i CITY OF TIGARD HUILriNG INSPECTION NOTICE Inspection Line (Roc-O-Pho,i,,. 639-4175 Business Phone: 639.4171 4 Inspection: Footing Susp. ,eiling Sprink. Rough-in Appr/Sdwlk Foundation clbg. Underslab Mech. Ftaugh-rn Fireplace Post/Roam Struct. Plbg. Top Out Elec. Rough-iu FINAL: Post/Beam Mech, San. Sewer Gas Line Q52—Tc�}. Plbg. Underfloor Rain Drain Framing -Flumb. Alarm Water Line Insulation -Ne:h. Underflr. Insul. Shear Wal Gyp. Bd. -Elect. I` Date Requested: ( C/' `..� Time: AM PM 'f Address: _- L<. stir�,l Builder: / THE FOLLOWING CORRECTIONS ARE REQUIRED: u A Inspector: Date: _APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. wo v Li 'r i CITY OF TIGARD BUILDING INSPECTION NOTICE � Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639.4171 Inspection: I I Footing Susp.4iling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace PosVBeam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing - Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp, Bd. Elect. i Date Requested: `1 Time: AM /U ' M t Address_Z -5— Builder: `)Builder: C � -L� � Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: r r Inspector: /2z Date _—APPROVED _DISAPPROVED PROVED SUBJECT TO ABOVE Call For Reinsp. 1 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Hec-O-Phoney 639-4175 Business Phone: 639-4171 IInspection: �Q Footing Su, . Ceiling Sprink. Rough-in AppNSdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in F NAL: Post/Beam Mech, San. Sewer4 Gas Line -�,j Plbg. Underfloor Rain Drain yVl Framing -Plumb. ? z Alarm Water Line Insulation Mech. `r Underflr. Insul. Shear Wall Gyp. Bd. Elect. Date Requested:_ I �f Time: AM PM Address: f,�� Builder:_ < Permit I THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ y`_APPROVED 4`15_ISAPPRO� _ APPROVED SUBJECT T')ABOVE _Call For Reinsp. I 1 i ■ CITY OF TIGARD BUILDING INSPECTION NOTICE I Insper!ion Line (Re(.-O-Phone): 639-4175 Business Phone: 639-4171 k Inspection.-- 12<_ Footing Susp. Ceiling e Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace 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 Gvo. Bd. -Elect. Date Requested: ---- l ^ ',me: AM PM Address: fI 5 / r, .� c Builder:—C � Permit #:(nZ2 3 L% THE FOLLOWING CORRECTIONS ARE Rr,, ARED: Inspector/--A ,� /40-f1/ f Data. - _APPROVED _DISAPPROVED NPROVED SUBJECT TO ABOVE t CITY OF TIGARD BUILDING INSPECTION NOTICE `~ -- , Inspection Line (,9eC-O-Phone): 639-4175 Business Phone: 639-4171 I Inspection: FootingSusp. Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out P Elec. Rous. -in FINAL: � Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain j Framing ,um Alarm Water Line .k Insulation -Mech. Underflr. Insul. Shear Wall GYP• Bd. -Elect. Date Requested: _ Time:_ AM PM Address: Builder: Permit C(ijal� C, THE FOLLOWING CORRECTIONS ARE REQUIRED: eL r � _ _ Inspector: —�'— — Date:_/ _APPROVED _DISAPPROVED 7"—APPROVED SUBJECT TO ABOVE /—,GWI For Reinsp. I 4 I. JI . CITY OF TIGARD Journal Entry Form Deecr _ 9S IS- SGJ L jZ s- _RECLASS CHARGES 1 FROM RECEIPTS AS SHOWN BELOW wa JE # 55 Month Ending: OCTOBER 31, 1995 Reviewed by: Date: 31-Oct-95 Debit(+) - Ln # Account # Credit(- Amount 1 10-0000-438000 + 270.00 a 2 10-0000-437000 - 10.00 SUNRISE SIGNS 95-267698 3 10--0000-437000 - 25.00 TYLER'S AUTO 9S-268933 4 10-0000-437000 - 10.00 LUMINITE SIGNS 95-269039 5 10-000c-y37000 25.00 AISRICAN LIGHTING 95-269814 6 10-0000-437000 25.00 PORTLAND SIGN & NEON 95-2698,x0_ 7 10-0000-437000 - 60.00 MARTIN BROTHERS 95-269945 8 10-0000-437000 - 25.00 CLASSICAL DIMENSIONS 95-269901 9 10-0000-437000 - 25.00 MARTIN BROTHERS 10 10-0000-437000 - 30.00 MMR SIGNS 95-270992 11 10-0000-437000 - 25.00 RAMSAY SIGNS 95-271470 12 10-0000-437000 w - 10.00 WALHOOD SIGN 95-271870 13 - 14 15 - --- 16 17 - - 18 — 19 20 j 21 0 • * d 22 23 24 -- 10 . 00 + _ 25 25 . 00 + 26 10 - 00 - 2 28 25 . 00 - f 29 2. 5 . 00 * 30 60 . 00 * _ 25 . 00 * 25 Ou - 30 . 00 25 - 00 - 10 - 00 + 0010 . 00 * 011 270 . 00 * Pg of 12/91 i i � ,rq ; r:. CITY OF TIGARD � Journal Entry Form Descr RECLASS CHARGES FROM RECEIPTS AS SHOWN BELOW JE # 55 Month Ending: OCTOBER 31, 1995 _ Reviewed by: t Date: 31-Oct-95 S "? Debit(+) - Ln # Account # _ Credit(- Amount 1 10-0000-438000 + 270.00 _ 2 10-0000-437000 10.00 SUNRISE SIGNS 95-267698 3 10-0000-437000 - 25.00 'TYLER'S AUTO 95-260933 __ a 4 10-0000-437000 - 10.00 LUMINITE SIGNS 95-269039 5 10-0000--137000 - 25.00 AMERICAN LIGHTING 95-269814 6 10-0000-437000 - 25.00 PORTLAND SIGN & NEON 95-269840_ 7 10-0000-437000 60.00 MARTIN BROTHERS 95-269945 8 10-0000-437000 - 25.00 CLASSICAL 'DIMENSIONS 95-269961 9 10-0000-437000 - 25.00 MARTIN BROTHERS 10 10-0000-437000 - 30.00 MEYER SIGNS 95-270992 11 10-0000-437000 - 25.00 RAMSAY SIGNS 95-271470 12 10-0000-437000 - 10.00 WALHOOD SIGN 95-271870 13 14• _ 15 16 17 le 19 20 21 0 22 23 _— 10 0O+ 24 25 25 . 00 * _ 26 10 . 00 *27 — 28 25 . 00* �.. 29 25 . 00 * — ro,. 30 60 - 00 , Y, J 25 . 00 * ,. 2q - 0u � 30 . 00 + 25 . 00 �. 10 . 00 * r O11 .,� 2 7 0 . 0 0 1 Pg __- of 12/91 f' : CITY OF TIGARD BUILDING INSPECTION NOTICE + Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 63 Inspection: _ Footing Su . Ceiling Sprink, Rough-in Ap IwIk Foundation Plbg. Underslab Mech. Rough-in Fireplace �J Post/Beam Struct. Plbg. Top Out Elec. Rough-in C- 9 Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -N1ech. s Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Q 3 25�— TTiim—e: AM PM Address: �S—7- E' Builder: Fermit # -f U� 77 i THE FOLLOWING CORRECTIONS ARE REQUIRED: X/P i 0,27-S i�U[` ��n i✓7S Inspector: Date: VPPRJVED _ fJISAF PROVED /,APPROVED SUBJECT 10 ABOVE _Call For Reinsp. "'' 10/30/1995 13:42 5032402274 WORLD SECURITY PAGE 01 If11f i6 400 5( IRIT1 PAA( DETATL9 ACCOUNT ACTIVITY PI1NTOVTj2?2; rN51 1 TA 9999!9 AFGTS LI1 150,5 T9 L41 1666 IO/3f19S TNROUGN 11/31/95 9s 7S" L a C S f 421 A.S.A. TEAPORARY ACEOIINT ES Attli 111 115F PNOENIY INN 4;76 % IACUST $T ° �\ TI6AND 01 $1,221 �PENDlN6( PIS 13!13:1; FINNEN1t OIQUEST TAY 601-7791 1"`' 11111/95 131/2161 [ONAENTSU0IPE,1N4TAY _ A \� /` 11/11/0 111,2152 DNP 4112 CAtt FROM CUSTOMER 1413119S 13127111 FT? 151 FIRE 780011E '1 f1i 111.IJ9S 13!27131 02 ?151 FIRE TROOIIE RESTORE IT (� 10/31/96 13124:11 F12 161 Fill 110001E AT FT2 v 11/11/96 13;2105 F1? 2951 FIRE TROUILE RESTORE °T 11/11196 13124111 Fil ISI FIFE TROOVI! 11 FTi 11/31/95 11:?311! F32 2161 fill TROUIIE RESTORE It 11/11/95 13;13:48 FY? $11 FIRF 1N91'ilE 11 FT2 14/31196 13:1311! fl 311 RESTORE 'T ; 11/31196 13123111 FA1 115 FIRE ALAIN AT FAt Q IIJ10J!b 11113!58 F11 1!41 FIRE TAOUIIt RESTORE 4T Y, 11/91/06 13t13r40 1112 161 FIRE TROUI(E It rT? 11131196 13123.10 F3 2110 RESTORE T 10/31196 17!27:25 FA3 116 FIRE AIAAN 'T FA5 11J3111S 13;23!15 Flt 2161 FIRE TROUILE RESTORE IT 11111196 11123:75 FT2 !41 FIA( TIOUO(t IT F12 111311!5 13113125 F3 1111 RESTORE °T 11131JI6 13:11:66 FA3 11S FIRE PLAIN IT F43 11/11/95 11122166 F12 2161 FIRE TROVItE RESTORE '1 11111196 13122166 FT2 Ill FIRE TAOUIIE IT FT? 11131/96 13122156 F3 2111 REStORI 4T 11131/96 llt?2:55 FA3 115 fIAE ALAIN '1 F43 11/31195 19:22!63 F12 2eS1 FItt 11OV11E RESTORE "1 1' 10/10/96 111122:66 FT2 161 FIRE 1116118(( IT FT2 i 11131195 13:22t66 Ft 1111 RESTORE "T 11/31196 1302:33 FA3 116 ITRE AIANA IT FA3 +, 11/31196 15:2?:3T 02 2IS1 FIR( TROUIIE RESTORE 11 11131195 13!22;31 FT? TF1 fill TROUOIE IT FT2 11131196 15122:13 F3 2111 RESTON[ `T 14111/95 13:12132 FA3 11S FINE ALAIN 11 FA3 11131/95 13122:32 F12 2151 FIR[ TRO1111E RESTOAF 'T 11131195 13:12132 FT? 161 FIRE TIOUIL[ '1' 1T2 11131196 19t22!32 F3 2111 RESTORE i 11131/95 13:21111 FA3 ll5 rip[ PIANO IT FA5 !1111155 13:22111 r?? 2841 FIRE TROUIIE RESTOP.E °T 11131195 11!22:11 FT2 OSI FILE 1001111E '1 f12 11111196 13+12,19 F3 life IESTOAE r 111)1196 11+22199 FA3 115 1`111E MAIN 11 FA3 11,130195 13112:19 F.12 iou FIRE TPOUILE RESTORE 'T 11130/96 11:21;0 F17 161 FIN[ 1ROU111 '1 FT2 1131196 13:2219 FT 2111 RESTORE T f + 1 4M�n1 I!, 7=1lMlP3'l a a C. +l;�i r.nhL,t�r 1 yrr :_iM�y, 1i - _ .. �rw ;, �y� n� r• �:'� ,r.[Rti r '� au'l'r +��y�+:1.•��+ c r'�yi v r ;yyrn v �rw w,4 n ,,a1 r :• r i 4 tiy,Y '•'�'a � S^ia ,,r��•: ..1 { 1 '.'. r,a�: 'h'��•� 3�� i� '��1#�.1 a..�. r e aro ,�+`�� , i !' r. '� .Ji;i :�L r • Y' t t 1 x`4' 1' f r,a +4r,. �9A,�Vr s 10/30/1.195 13:42 5032402274 WORLD SECLI2ITY PAGE 02 IlJllils uoRll SECURITY RA1E DETAILED ACCOUNT ACTIVITY PNINT007(222) INST 1 TO 999999 6CCT$ 111 1656 TI 111 1656 10131/96 TNIAUIN 11/31191 ,4 ,v 11/31/96 13111114 FAS LIS FIRE ALARM IT FA3 0/$1196 13:21111 F32 1151 FIRE TROIM RESTORE 'T 11/11191 I312L144 F72 151 FIRE TROUILE IT F12 11131196 13121;14 Fd 2111 RESTORE AT 11131115 13:21:44 FA3 116 ME ALAIN IT 11161196 13711144 Fat 2151 F1IE TROUIIE RESTORE 21 11131196 13121144 F12 ISI FIRE TROP M '1 FT2 11/31196 13:21:44 F? 2111 AiiMORE it 11131195 13721111 FA3 115 FIRE ALAIN T FAI e 11131/96 13:11:17 FJ2 2151 FIRE TRIUIIE At STOP( 'T 11131199 13x21:11 F12 151 FIRE TAOUII( IT Fit 1113119b 13t21t17 F32 2161 FIRE TROUBIE AMORE 'T + 11/31196 11121:11 FT2 151 FIRE TROUPE IT FTI 11131196 1)711117 FJ2 1151 FIRE TRIUIIE RESTORE IT 11114/95 13121ttl FT2 ISI FIRE TIOUIIE IT IT? 11151195 13:21111 02 2151 FIRE TAOUIIF RE MAf IT 11131199 13119:4!1 FIZ 161 FIRE TROOILF 11 M 11130195 13119134 F32 2151 FIRF INOUIIE RESTORE IT r 113/19$ 13!19136 FT2 $51 FIFE TROU M 'T FT2 T 1' 14131116 13!19136 13 2111 RESTORE 'T 11131/95 13119736 FAS 116 FIRE ALAIN IT FA3 j, 11/31195 13:19:3$ FJ2 2161 F U'E MUM RESTORE 'I 1If31J96 13119136 112 461 FIRE T000ILi 'T FT2 1113119$ 13:19:12 11 2111 RESTORE "T 11/31195 13:19112 FA3 Its FIRE ALAIN IT FA3 , 11131/95 13:19112 02 2161 F 11 TRIUIIE ASSTOIR 'T 11131196 13119712 FT2 151 FIFE TROUBLE 'T FT2 11131195 11119112 F3 2111 RE 1401f "I 11131/96 11119:12 FAS 116 FIVE ALAIN IT FA3 11131195 13119111 F32 2141 FIVE TROUBLE RESTORE IT 11131196 13119:11 FT2 151 FIVE TROUBLE IT FT2 11131196 1x71/149 F3 1111 0E1401t IT 11/11116 13111149 FAS 115 FIFE ALARA 17 FA3 11/31196 11211149 FJ2 2151 FIRE 1000IIE AM ONE "T 11131195 13!11149 FT2 851 f 111 TIOUILE IT FT2 11131195 13:1/!40 F1 2111 RE1000E AT 11131195 1Jt11111 FA3 11S FIRE ALAIN 11 FA3 llf>IIf95 11:11111 F32 2161 FIRE 1401111E RESTORE IT 11/31195 13111111 F12 151 FIRE TROUIIE 'T FT2 11131196 13:11:11 F9 2111 RESTORE AT 11131145 15:11:19 FA3 115 FIRE AIAIN �T FA3 11131195 13710:19 F12 1151 FIRF TRAU M RESTORE AT 11131195 13711:19 FT2 861 FIRE 1001711E tT IT? 11131196 11:1714, F1 2111 IESIOIF 17 11151196 13717:13 FA3 115 FIRE ALAIN �T FA3 !1131195 13111143 Flt 21SI Fit( TRIUIIE RESTORE "T ' 11131196 1311:43 FT2 III FIRE II101tE '1 FT2 s 11131146 19:11:11 0 2111 RESTORE AT 1 11131195 13117114 FA3 119 $LRE ALAIN IT FA3 i 11131195 13111111 FJ2 2161 FIRE TAOUOIE RESTORE 'T !1 11130195 1311111/ FT2 I51 FII( TROUIIE IT F72 11131196 11711.11 13 2111 RESTORE 'T t IP 10130/1995 13:42 5032402274 WORLD SECURITY PAGE 03 11/311!5 40110 SECURITY PAOE 3 OETAILE8 ACCOUNT ACTIVITY PRINTOUT(M) TMST 1 TO 999941 ACCTS 141 1556 10 111 1656 14111/95 TRIOU60 11131195 11111195 13:16:47 PAS 114 FIRE ALARM IT FA3 111911!6 13:16;51 F12 2851 fIRE TIQ01[f RESTOPE IT � 1 11/31195 17:1061 F12 851 FIRE 1ROV8'E 'T FT? II/lIJq 11116151 F1 2111 RESTORE T 1113119E 1311913; FA1 116 FIRE ALAR# 'T F03 11/31195 13;16+1; F.1? 2951 F:RE TROl11LE RESTOFF '1 11/71/96 11;1605 FT2 8„ fill 111011111 IT FT? 11/11116 111t6135 F3 '1111 RESTORE `T ` 11116196 13116111 FA3 116 FIRE AMR IT FA'I 111311!5 1311F.r13 FJ2 1151 FIRE 1RIIUIIE RESTORE '1 1113//96 1306:13 FT? 151 FIRE TROVBIE 'T F1? 11/11/96 11116:13 F7 2111 RESTON( T 11131/96 17116110 FA3 116 FIRE ALARM IT FA3 11/91/96 11111:5? FJ2 1151 FIRE 11001LE RESTORE 'T 11131196 13111167 FT? 161 FIRE TR0U1ll 'T F71 a 11/)1/96 13:11135 FJ? 2161 FIRE TROUBLE RESWE IT 11j31/96 13111117 FT2 PSI FTRE TIOUILF 'T F12 e 11/11195 13-11:11 02 2161 FIRE TROUBLE RESTORE IT 11131196 13:11119 FT2 IST FIRE TROUBLE 61 FT2 11111(95 13:11116 F3 2111 RESTORE °T 11139116 13169/51 FA3 116 FIRE ALARN '1 FA3 i 11111/9s 13119151 (31 Wit FIRI TROUBLE RESTORE IT 1117/196 l3:00151 FT2 161 FIRE TROUBLE 11 FT? 11151196 13119161 F3 2011 RESTORF tT 11131195 13119119 F43 115 FIRE ALARN '1 FA3 11/s119S 17:19:19 02 2161 FIRE 1009ILE RESTORE 'T 11131/95 111191?9 fT2 851 FIRE TROUBLE IT FT2 II/31/9S 13:19:29 F1 2111 RESTORE 'T ll/11191 11:19:?9 FA3 115 110E ALARN IT FA3 11/11195 1111!111 932 1961 FIRE TROLIIIE RESTORE It 11111195 13111112 FT2 051 FIRE TROUBLE 'T FT? ( 11111/96 13,11112 1`9 2411 MI ONE :7 11131195 13:19;17 FA) IIS FIRE ALARM IT FA3 11171/9; 13:17151 F32 1851 FIRE TROUBLE P!STOPF. IT 11/31/!S 13111+;1 FT? 811 FM IROURIF IT FTI II/lIjl6 1311141 0 2111 RESTORE 'T 1111/196 131111;7 FA1 115 FIRE ALAR# IT FA3 11/3119; 11 1!, FJ? 2851 FIRE TROUBLE RESTnRE `T 13131195 13:111+,` FT2 151 FIRE 711 011AtI 'T FT? ll/!fj9S 11:11:14 F3 2111 RESTORE 'T r 11/31196 17117111 FA3 Its FIRE ALARN IT FA3 II/71/95 11116:1P Flt 2151 FIRE TROUBLE IESTORE '-T 11131195 13116111 FT2 151 FIRE (MILE 'T FT? to/31195 13:16119 F3 1111 RESTORE 'T 10/91/96 11116111 FA3 115 FIRE ALARN IT FA? 11/71/96 17:16115 F3? 2151 FIRE TROUBLE RESTORE 11 f ( !1/31195 1311611; FT? 851 F1Rf TROUBLE '1 FT1 IJ tl/31;95 17116115 F3 1111 111,1011i -T ` 11131196 13116,/6 FA3 115 FIRE ALAIN IT FA3 11/31/95 13115:31 f.)2 21ST FINE 190911E RESTORE 'T 11/31196 13116t34 FT7 851 FIRE TROUILE IT F12 11171/95 1+115131 F3 2111 RESTORE °T 4 i .116111 MIYII+ �. """`*a�M +�Rflp:is9ktd1'i�l}'J41!'DN6tcriW.ew,.«. ._ . ..,r l � '`?zpY!fM4�% yly4,�1'��911�!xt17i'rTAA� x v,�t"v't qyo , g5' iY 1��•w '�� -K-. N r 6 T•' s �'.r I G Y! Y C t s� g M1l t!` v Y M1 i. ^ 1•. i N _v 1 '� �15� �x�l � i.� i �.�. � �'��,p � 41� �'�, TCL ,V Nre�M Y Y oo t 10/30/1995 13:42 5032402?'4 WORLD SECURITY PAGE 84 11(11)96 NORIO I(CVRIIY 541E 1 OETAILEI ACCOUNT ACTIVITY 9RINTOUT1222) Ilii A TO 199999 A M$ M 1666 TO 141 1656 11/11195 THROUGH 11/39195 11111196 13:1504 FA3 116 FIRE ALAIN T FA3 11131195 1144144 FJ2 2161 FIRE 110411E RESTORE IT 10131195 13114954 FT2 O51 FIRE TROUBLE 'T FT? 11131191 13:1144 F3 1111 RESTORE 'T 1111/116 13114163 FA3 115 FIR[ ALAIN '1 FA3 11131195 1,104:15 F32 1061 FIRE TNOUILt RESTORE IT R 11/3/195 13r14114 FT2 161 FIR[ TROUBLE 'T Fit 11131196 13:14:14 F3 2111 RESTORE 'T 4131196 t9:14:14 FA3 116 FIRE ALAIN 'T fA3 1 10131195 13:93:31 F32 1051 FINE TROUBLE RESTORE IT j 11111195 13104:31 FT2 161 FINE TROUBLE 'I ►T2 11131195 11:13:31 13 2111 RESTORE 01 1113119S 13:13131 FA3 115 FIRE AIARN 1'1 FRI 11111196 1T 102:4/ FJ2 2161 FIRE TNOUILE RESTORE IT 11134196 13:12:10 M 151 FIA( TROUBLE IT fT2 1031196 13:11:41 F) 2111 RE1101E 4T 11131195 13:12148 FA3 116 FIRE ALAIN 'T FA3 11131196 13111:13 F32 2161 FIRE TIOUILE IESTORE 'T 11131195 13111113 FT2 161 FIRE TROUBLE '1 112 11131195 13:11t13 F3 2111 RESTORE. 'T 11131195 13:11113 FA3 lib FINE ALAIN 'T FA3 11131/96 12:65:17 FJ2 2041 FIRE TROUBLE RESTORE IT 11131196 12:65;11 FT2 fit FINE TRO111E of F12 11131196 12:53:41 FJ2 2151 FIRE 70011111 RESTORE IT 11111195 12163:41 ►T2 161 FIRE TROUBLE 'T FT2 11131195 12:53:41 F3 2111 NESTOR[ 'T 11111191 12x51:10 FA3 Its FIRE A!ARN 'T FA3 11131195 12151154 F) 2111 AMORE 'T 11131195 12:51161 FA3 116 FTRE AIAIR °T FA3 11131196 12161:11 FJ2 2161 FIRE TAPOILE RES70IE IT :1131195 12141.11 ►T1 151 FIRE TROVIIE 'Y FT2 14134195 12:51130 F3 2111 RESTOAF 'T 11131196 12A M 1 FA3 116 FIRE ALAIN T FA3 11130195 12119:11 511 2151 FIRE TROUBLE RESTORE 'T 11131j?6 12140til FT? 151 FIRE TROUBLE IT FT2 i 11111195 12141:41 F3 2114 111TORE IT 11(31195 12141:41 M 116 FIRE ALARM IT 143 11131196 11;11:16 FJ? 2161 FIRE TROUIIE RESTORE IT t1131196 12:11116 FT2 1st FIR( TROUBLE IT FT2 11131195 12:4106 F3 2111 RESTORE IT 11131/95 111 4111 FA3 116 FTI[ ALAIN ^i m 11131195 1206141 F32 2151 FIR( TROUBLE O,STORE °T 11191195 12146:41 fT2 161 FIRE T;O0I1[ 'T fTt 11131196 12146:41 F) 2111 10TORE IT 11(31196 121451/1 FA3 its FIRE ALAIN IT m 11111196 12:44169 CONA►,Nir START TEST11IM 01161119 11!+1196 12144169 041 4112 CALL fF"M CUSTOMER 11131196 11144123 FJ2 2161 11TIF 1IOU111 RESTORE '1 11111196 12144123 fit 151 110E 741111E IT FT2 11131115 12:43:44 F32 1151 FINE 141011E RESTORE It 11131195 12:41144 112 161 FINE TROUBLE IT FT2 11(31196 12142:11 FJ: 2161 FINE TROUBLE RESTORE 'T 10/30/1995 13:42 5032402274 WORLD SECURITY PAGE 05 WQRL9 SECURITY PACE S , OEIAIIEO ACCOUNT ACTIVITY PRINTOUT{221) TRST 1 TO 914999 ACCTS 111 1666 TO 161 1556 14/31195 THROU/N 1113)/96 11131/96 12962111 fTt 051 FtRE TROU8IF IT FT2 14j31J95 12!11:19 F3 2141 PESTOAE 'T 1 IIj3119S 12:41149 FA3 115 FIRE MAIN "T FAI 11130116 12:39!21 F32 2151 FIRE TROUBLE RESTORE IT 11/11196 1109121 FT2 151 FIRE TRO1'BlE IT F72 11J3111S 12:31:15 F3 2111 RESTORE T w� 11131196 12139115 FAI 115 FIRE ALARA IT FA3 i 11131/95 12!39115 F32 2151 FIRE 1NOUNIE RESTORE '1 I 11131/95 I2l39m FT2 ISI FIRE TROUBLE '1 FT2 11134195 Q:39111 FS 2111 RESIORE 'T 11131195 11139104 F13 116 FIRE ALAIN IT FA3 11/11/95 11:21134 DRP 4211 PLACE 00 TEST CATs 5 11131196 1101:31 CONNLNTI TEST-A11. PRI 113195 1111 1113/196 11:26131 FOANENTI CMOCAJPCINSTRY 11131196 !ll26137 UNP 4112 CAME FROA ALA1N60 1113119S 11111;11 F3? 21ST FIRE TROUBLE RESTORE 'I 10131195 !11111 U FT? 151 FIRE T001181E 1'T? It/31/95 11111:39 F3 2110 RESTORE 11131195 11:11139 FAI 116 FIRE ALAIN 'T FAI 11134196 11116:56 FJ? 2151 FIRE MOIL( RESTORE "T i 11131196 1111616A FT2 051 FIRE t10UI1E IT FT2 1111119A 11111lS4 1`3 IN 1 RESTORE ••T 16/31195 11119:40 FJ2 2151 FIRE 1000611 R.E5 ORF 'T 1 11131/95 11:N 1411 02 151 FIRE TROUBLE 'T F72 111.11195 11110:1? FJ2 ?051 FIRE HOUBI( RESTOL T j !1131195 1110141 FT2 051 FIRE TROUBLE -T I'll 11111195 11:1811 FA3 115 FIRE AIARN 'T FA3 I 11191195 11:45:32 FT 2114 RESTORE �T t 11131196 11:0)166 FAI 114 FIRE ALAIN 'T FAI 1 10/309S 11:13:66 F1 2110 RESTORE 'I 11/31196 11:13156 FAI 115 FIRE ALARA IT FA3 11/91;95 11113!61 F3 1111 RESTORE -7 1 111111/6 1111346 FAI 115 FIRE ALAIN IT FAI 11131195 11113164 F1 2414 RESTORE '1 I 11111196 11:011ST 1113 115 FIRE ALARM IT FA3 11/3019; 11'12160 F1? 6'1 FARE TPOIIIE '1 FT3 11131193 11163111 FJ? 28S1 (TAF TIIUBLE RESTORE "T 14131195 111S1:31 FT2 01 FIRE TROUBLE It F72 11131196 11:61120 F3 2111 1ESTORF IT 11/31195 11141!11 r3? 2861 FINE 1001111E RESTORE 11 1 11131j95 11:61:11 FA: 11S 111E ALAIN IT FA3 11171115 11:41:11 FT2 851 FIRE 1ROUILE °1 FT2 11131/95 11!41:11 F3 1111 PEPTONE 'T 11/11195 11141111 FAI 115 FIRE ALAPN IT FA3 11/31/15 11:61111 F3 2111 PESTONE "T 1//31196 10:41111 1`32 2851 FINE TIMM RESTORE "T 11131/!5 11!61:11 F1? I81 FIRE 1ROUILE 'T fit III 31JBS !1146144 FAI I1S FIRE ALAIN T FAT 10111/96 11146146 F1 2111 AESIARE 'T 11/31/96 11146146 FAI ll6 FINE ALAIN -T FA3 11131195 14!66!46 F) 2141 AMORE 'T 11131/95 11!46:41 FAI 116 FIRE ALAIN T FA3 77 451 ,IS V � y 1 1 � I•Y.i Y �� 1�G1 MI. �+' ,l i ti�,v! M 95 .. r _ t �, r ,r 4 iJ,� 'I r '!� #�j�c Y' •i�.�'. 'Y t, J 10/30/1995 13:42 5032402274 WORLD SECURITY PAGE 06 10 u 11�l1196 WPM SECURITN PAGE 6 DETAILED ACCOUNT ICTIVITT P1II18VT(221) , INfT 1 TO 49999! ACCTS L41 1656 TO l41 1656 11/31195 1"Nom 11/31196 11131196 11:46:45 f3 2111 NESTOIE 11131196 11t46ti9 FAS 116 FINE ALAIN 'T FA3 1n. 11131195 11146111 f9 1111 M10Nf •T 1117119! 11116:14 FA3 1'3 FIRE ALAIN IT FA3 11111/96 11113121 DAP 12&1 PLACE ON TEST CAT: 2 11;3111! 11113121 COMM TEST M P11 1131!6 1241 :1171195 11:17:11 COARM: CNUCKIFCITEST 2HR r` 11131196 11:41114 IAP 4112 CALL FIIN ALANACO ` l END Of RMIT ( P F i y 1 s i' I III � r i r II nF kP ,, �, t wiAF4 aA1bK�1�1iINIK+lf1�-bvr r r.:+.•, ... ., ..... f � r +wrxxrr4uvn.�mA- . ori ;,.a ax r �� .r,` ,>r.�,t L}�, qtr r�., rh w,t,,� 71 � Y,l l t � i ,h•s,H r. ;a . } r 1'n G 44 MECHARICAL PERMIT CITY OF TIG PERMIT #. . . . . . . : h1EC95--0100 COMMUNITY DEVELOPMENT NT DATE ISSUED: 10/30/95 13126 BW Hall Blvd.Tigard,Oregon 97223.9199 (603)639-4171 PARCEL: 1 S 126DC-047410 .� SITE_ ADDRESS. . . : 09575 SW LOCUST ST SUBDIVISION. . . . : LE:HMANN ACRE TRACT ZONING: C—P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :5 CLASS OF WORK. . :NEW FLOOR TURN. . . . : EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HEATERS. . : VENT' FANS. . . : 1 OCCUPANCY GRP. . :A3 VENTS W/O APPI_: -' VENT SYSTEMS: STORIES. . . . . . . . . BOILERS/COMPRESSORS HOODS. . . . . . . : FUEL. TYPES-----------— 0-3 HP. . . . : - DOMES. INCIN: : /GAS/ / / 3-15 HP. . . . :c COMML. INCIN: MAX INPUT: LTU 15-30 HP. . . . : REPAIR UNITS: FIRE DAMPERS?. . : 30-50 HP. . . . : WOODSTOVES. . : GAS PRESSURE. . . : 50+ HP. . . . : CLO DRYERS. . : e NO. OF UNITS -- --—-- — — AIR HANDLING UNITS OTHER UNITS. TURN ( 100K BTU: (= 10000 cfm : GAS OU;I._ETS. : 1 FURN ) =100K BTU: > 10000 cfm : 1 Remarks : Pool and spa + Owner: ---_._.._____._.__.--.•---_ ._____..___..._.____.____.___..___---_________ FEES VIPS INDUSTRIES, INC" type amount by date recpt 3, 29757 SW BOONES FERRY RD PRMT $ 40. 00 JSD .10/30/95 95—E'72242 PLCN. $ 10. 00 .:JSD 1.0/30/95 95-0 7224CR WILSONVILLE OR 9.7070 5PC•T $ 2. 00 JSD 10/30/95 95-272242 Phone #: 682-921B4 Contractor: ' LCC, INC. 1! THE: OASIS) POOL + 9975 SW TAYLOR ST. PURTL-AND OR 97225 _._.__._____.._.._........_.—_.____-.---__.._____._______. Phone #: 3,m'. 00 TOTAL Req #. . : 60661 REQUIRED INSPECTION,—; ---- --- 9 This permit is issued subject to the regulations contained in the 6.1s L i n s Insp Tivard Municipal Code, State of 2^9. Special'.. codes and all other Me^hanical Insp { applicable laws. All work will be done in aCL; -dance with Heating Unt Insp i approved plans. This permit will expire if work is not started Fire Damper Insp . within 188 days of issuance, or if work is suspended for more Mise. Inspection than 18N days. Final Inspection ____ _ Permittee 81gnsature: z lssi_ied By: Call for inspection — 639-4175 �•i q r , CITY OF TIGARD 'COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 972230199 (503)639.4171 PLUMPING PERMIT PERMIT #. . . . . . . : PLh1913 0c'1.6 { 639--4171 DATE ISSUED: 10/32.195 i i 1 PARCEL: 1 S 126DC--04700 SITE ADDRESS. . . : 095'7c SW LOCUST ST SURD I V I S l ON. . . . : LEHMANV ACRE TRACT ZONING: C—P BLOCK. . . . . . . . . . . LOI.. . . . . . . . . . . . . :5 1 CLASS OF WORK. . :NEW GARBAGE DISPOSALS. I1OB I LE HOME SPACCS. TYPE OF USE. . . . :COM W,";SHINE 11ACH. . . . . . . : BACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. . :A3 FLOGR DRAINS. . . . . . . : 1 'TRAPS. . . . . . . . . . . . . . � STORIES. . . . . . . . . WATER HEATE=RS. . . . . . . CATCH BASINS. . . . . . . . JFIXTURE5. . ^ . . ^ Y --- - LAUNDRY TRAYS. . . . . . . 5F RAIN DRAINS` . . . . � 5IrIKS. . URINAL;). . GREASE TRAPS. . LAVATORIES. . . . . : OTHER F'XTURES. . . . . • 'TUB/SHOWERS. . . . : SEWER L T )E: (ft ) . . . . : WATER CLOSETS. . : WATER LINE (ft ) . . . . . DISHWASHERS. . . . : RAIN DRAIN ;ft ) . . . . : Remar:<s : Pool and spa Owner: —_____._—__.__._.___..._._.___._.._..___..____..___.___..__._..___._______—_ FEES _—____----___ VIPS INDUSTRIF_S, INC type P moi.tnt by date recpt 2'9757 SW BOONFS FERRY RD PRMT E 25. 00 JSD 10/30/95 95-27�242 PI._CK $ 6. 29 JSD 10/30/95 9`-,-27x242 � WILSONVILLE OR 97070 5PCT $ 1. 25 JSD 10/30/95 95-272c'42 Phone #: G82-1)284 G'ont Tactor: -----_._______--•—_—_--_--_.________. 't LCC, I NC. THE OASIS POOL 9975 5W TA` i._OR 5T. PORTLAND OR 97225 Phone #; $ .51_. 50 'TOTAL_ Reg #. . : E0661 ' ------- REQUIRED INSPECTIONS This permit is i;sued subject to the regulations contained in the Water L i n e! l n s p Tigard Municipal Code, State of Ore. Specialty Codes and all other Water Ser^v ice In applii ble laws. All work will be done i,, accordance with RoLigh—in Insp _____-_--. approved plana. This permit will expire if work is not started PLM/Uri der'•f 10C)V within 188 days of issuance, or if work is suspended for more Gas Line J than 188 days. RFI/I:tackflow PIr-ev i Final Inspect ion Permittee Signature: ` Issi_ied Br Call for, inspection — 639-4175 i .,s�, a .. ....y e.M•aeru +, . e City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hall Blvd. AP LICATION Permit # Tigard, OR 97223 503) 639-4171 J � ascription Table 3A Mechanical Code CITY PRICE AMT Job G�S 7,S 1 k�, -[� L� 1) Permit Foe •0- •0• 10.00 Address 2) Supplemental Permit 3,00 / urnace 24 .-f t�LC! td',Fs 0 1) incl. ducts&vents 8.00 •« G Furnace 100,000 BTU + Owner �� S td. 13ek)we / P,, 2) incl.ducts&vents 7.50 Floor urnance 3) incl. vent 6.00 WV F+ w uspen eater,w heater 4) or floor mounted heater 6.00 Vent not inc. in r Occupant 5) appliance permit 3.00 P Repair of fisating,re ng. 6) cooling,absorption unit 6.00 1 er or comp,heat pump,air wn . l) .� >T••�,[f . iZCr, 7) to 3 HP;absorp unit to 100K BTU 6.00 Boiler or comp,heat pump,au con . 8) 3.15 HP;absorp unit to 500K BTU y 11.00 ) '� ;ontra r i er or comp, ehat pump,air con . 7:1t�d,.i r� _ S 9) 15.30 HP;absorp unit .5.1 mil BTU 15.00 Boiler or comp, heat pump,air con . 66661 10) 30-50 HP;absorp unit 1.1.75 mil BTU 22.50 ereheiy–acTcnoedge that I have read is app iCa ion, that the i er or comp,heatpump,air cond. information given is correct,that I am the owner or authorized agent 11) >50 HP;absorp unit 1.75 nail BTU 37.50 of the owner, that plans submitted are in compliance with State -- i� irc7figg unit to laws,tf,at I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (II exempt from State registration, Air handing unit please give reason below.) 13) 10,000 CTM+ 7.50 -- on portable 14) evaporate cooler 4.50 Vent an connected dA 15) to a single duct 3.00 enu ation system not 151 included in appliance permit 4.50 Hood served y !- 17) mechanical exhaust 4.50 Uescnbe work new addiuon II alteration u repair ommercia—'F35i"nr a;ineT-- to be done residential p non-residential 18) type incinarato, 30.00 Ezis ng u�E se o?— -- er i.e.,woc s ove,v%ater " building or property_ 19) heater, solar, clothes dryers,etc. 4.50 Proposed use of 20) Gas piping one to four outlets 2.00 building or property - Type of fuel -oil Qnatural gas LPG Q electric Q 21) More than 4-per outlet — Minimum Fee$25.00 SUBTOTAL (�I00 PERMITS BECOME VOID IF WORK OR CONSTRUCTION – ) AUTHORIZED IS NOT COMMENCED WITHIN 180 GAYS,OR 6%SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME PLAN REVIEW 25%OF SUBTOTAL u AFTER WORK IS COMMENCED. — TOTAL i Special Conditions _ i Date issued by M�MEf�PMT ranlmtN�v I o __ City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # 13125 SW Hall Blvd. `� r �� Permit # Tigard, OR 97223 (503) 639-4171 -I--' ..NR"' II UM $25.00 PERMIT FEE + ST. SURCHARGE New Single Family Residences Only G Job ' ❑ 1 BATH HOUSE$140.00 O 2 BATH HOUSE$195.00 ' �� - �� C7!(,k- ❑ 3 BATH HOUSE ,225.00 , Address c�vwm". I a. Fee includes all plumbing fixtures in the dwelling and the first 100 feet 'j of water service, sanitary sewer and storm sewer. See fees below. FIXTURES QTY PRICE AMT I Sink 9.00 Me""°""'e °^°'" Lavatory 9.00 � Owner Tub or Tub/Shower Comb. 9.00 Shower Only 9.00 Water Closet 9.00 "J°"i""enw°""""e" -- Dishwasher 9.00 Garbage Disposal 9.00 Occuptnt MOSM A,,,o;,- t-e Washing Machine 9.00 Floor Drain 9,00 L° Water Heater 9.00 Laundry Room Tray 9.00 Jr LL �Jt� s� Urinal 9.U0 l - Q G`�7 POS G�/ �� Other Fixtures (Specify) 9.00 Contractor "ef°Mtr.e. ^ ft-0 9.00 v, 4/ i _ 9.00 9.00 Sewer 1st 100' 30.00 mete 11.24betlon Car&A,Tee No. SewP: -ea. Ad:it_100' 23.00 i d LE � Water Service tat 100' 30.00 I hereby acknowledge that I have read this application, that the Water Service ea. Addit. 200' 25.00 information given is correct, that I am the owner or authorized agent of the owner, tt!at plans submitted are in compliance with State laws, that Storm &Rain Drain 1st 100' 30. I am registered with the Construction Contractor's Board, that the Storm 8 Rain Drain Addk. 100' 25.00 number given is correct. (If exempt from State registration, please _ give reason below.) Mobile Home Space 25.00 Back Flow Preventior Device or Anti-Pollution Device 9.00 q °"° Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new Q addition alteration repair Q Catch Ba�i,i to be done residential 9.00 Q non-residential Insp. of exist. Plumbing 40.001hr Specially Requested Inspections 40.00/hr Existing use o Rain Drain, single family dwelling 30.00 building or property �� I Y 9 Residential backflow prev3ntlon devices 15.00 Proposed use of building or property '_.'(•�'t l(}{11 LT-- (Except res/dentlal hc,;�,ow 1 prevention devices) NOTICE 'Minimum Fee $25.00 SUBTOTAL1; 2 PERMITS BECOME VOID IF WORK OR CONSTRUCTION / AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS `2 COMMENCED. PLAN REVIEW 25% OF SUBTOTAL Sperlel Conditions _ TO',AL -- Date issued _by .___ ..._.,..v>nrhrawarnw+wwWxnra.w•atN'aWP:�bieW�lllff/YUMrw:............ 0- "5- Accumulative Sewer rally Address: "l" N, oett`-A- This PLM#: i Fixture value Previous # Credits Fixtures added New total #s New total values I' I Capped off #s i � Baptistry/Font 4 jBath - Tub/Shower 4 I Jacuz/Whpl 4 Cuspidor/Water Asp 1 Dishwasher Commer 4 Domest 2 Drinking Fountain Floor Drain - 2 inch 2 2- 3 inch 5 - 4 inch 8 Garbage Disposal 16 - Dom Ito 3/4 HPI r - Comm Ito 5 HP) 32 Ind lover 5 HPI 48 Oil Sep (Gas Sta) e Shower - Gang 1 - Stall 2 Sink - Bar 2 - Bradley 5 Commercial 3 t ? - Service 3 : 1 Washer, Clothes 6 Water Ext 6 Water Closet ; Urinal 6 I �c(' .( TOTALS ��t{` r- Total fixture values: 1l ) divided by 16 = 5-217 EDU HISTORY PLM# _EDU# SWR# PLM# EDU# SWR# I PLM# EDU# SWR# PLM# EDU# SWR# PL(vtx EDU# SWR: PLM# EDU# SWR# PLM# EDUI SWR# PLM# EDU# SWR# r f 4, -c+ 'i 1 i �1 Ic tit 4;1 1 'r 111' f I t+r tf l� t�f 1.;1: 11'1 Lrl 1'f 1'v'l+7t I I I !it 11.1.1 'i NL1. ! '!!:�. �. ;'�.�....�e:• j` Vhii-:Fti IF.:.1•F It tirl?111�x i t 1 I.tl� ; ( L;f1;:,11 wrrI111161 t Ut, 4;wh I'I•IYf*11..1'JI x' II �+�;,•,k��,�..+ I'!fti'M1Id4 VIM(111141 t4UII 1'11!'1'1 ,,,1 IIt I'+ trPitrrl 1 11+11t 1 frill I.1:•Fr'hf t'1 hYa ',• 4.1 !1,.. 1 I lrgf'Al;NO 11.441\1 1;111 1 ;< l,u r .I4At 1 i,l ll.. F'ki Mh.0 + r-1151t�tV1 I I I10N.1(;f; L 1'H 14m t !IF:1:1y �tllr 00 s;'�t7 1 •,i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 / Inspection: -- � Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: , Post/Beam Mech. San. Sewer Gas Line -Bldg. 1 Plbg. Underfloor Rain Drain Framing Plumb arm Water Line Insulation h. n erflr. Insuf. Shear Wall Gyp. Bd. t. Date Requested: e Lo i 5 Time: AM __PM Address:_�j Builder: / I �{O U Permit 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: TEST T11;2e s 7-0 Ar'E sc',e I ,Li�t't.• c'i S0A't+1 I tt Inspector: Date:_ 114PPROVED —D APPROVED —APPROVED SUBJECT TO ABOVE I _Gill For Reinsp. • 1 — > VvIt° r I INS �q� , .. �T.� Tit, ti Sty t 1 • ,+r ch�e I , �� r ,�tv• i 1 1 tYil!1+ Mak. � 'Y e glib t , a„v, r t 'K fit 'dPYvr n f 4- _ i�1�1, �. -' i ' � � h 1 r >A � e`W""S et�� > '� �} '1 ,� ' :-1 h•. hr 1 'r 0 CITY OF TIGARD BUILDIN.1 INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Busin3ss Phone: 639-4171 inspection: �_y �•� �„ 7 Footing Susp. Ceiling Sprink. Ro ji-in Appr/Sdwlk t Foundation Plbg. Underslab Mech. Rough-in Fireplace PostrBoam Struct. Plbg. Top Out Elec.. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. 't Plbg. Underfloor Rain Drain Framing -Plumb. I� Alarm Water Line Insulation -Mech. A Underflr. Insul. Shear Wall Gyp. Bd. -Eloct. v r•.,, Date Requested: _Time. HM _ PM Address: Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQ�IRED: Cf y F i i� Inspector: �/ l �« Date: - �APPROVED _D15APPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp, y t -14 rp: A 1 I CITY OF TIGARD BUILDING INSPECTION NOTICE --;r ' Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: t Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Poct/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Baam Moch. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing umb. Alarm Water Line Insulation -Mech. Undorllr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ l Time:--AM PM Address: 475 7 Builder: Permit _Permit ft OJ t�v THE FOLLOWING CORRECT ONS ARE REQUIRED: J ,07 c ' Inspector " ' --- Date !) _APPROVED DISAPPROVED °PROVED SUBJECT TO ABOVE _ I Call For 11einsp. � I '�^P•' 'rr�.. 'r'RT' ^ .�•r iA �Y. T.MIOP!�'r.My�J. ,r yr• � r I r r I, r CITY OF TIGARD BUILDING INSPECTION NOTICE t Inspection Lino (Rec-O-Phone): 639-4175 Business Phone. 639-4171 !nspection:_._c4rul _V,z . f' Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Und?rslab Mech. Rough-in Fireplace , Post/Beam Struct. Plbg, Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. � I, t, Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. p Date Requested: 6-60 Time: AM PM Address:—:,f r. Builde I Permit V. t—Ar 6-50(17'1 41f THE FOLLU NG CORRECTIONS ARE REQUIRED: r R � 1a ,I Inspector: L, Date: APPROVED _DISAPPROVED APPROVED SUBJECT TO AL"1VE rr +« I- ti�M,P• .�! _Call For Reinsp. Ito I t'tyC, y n r �r :i , a r. t.ri v 6t� yi k� ti I �1 f. a; r. ,f Y )q^•�11 '>`1 Ifaa t ��I �� rW? t x r, '- ti,, • r � I.im�l� .4.t,E*ryY('Iry y i� r�'� Ml ��j, ,t Y, ��r�r� )e fJ �'.JUt�dD'Y ;i I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O Phone): 639-4175 Business Phone: 639-4171 �01 i Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk ' Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Ont Elec, Rough-in FINAL: a- Ind ■ Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing um . Alarm Water Line Insulation Mech. 3✓� ro�'w Underflr. Insul. Shear Wall Gyp. Bd. -Elect. 0 � Date Requested: � L Time: AM PMZ& Address: _ / 5 —] S Builder:--k— �a� Permit #: 7 THE FOLLOWING CORRECTIONS ARE REQUIRE[: r v' 1 ; ' �1(•i 1 IYfI 1 i. Nk I Inspector. , Date: /6 1 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE p `Call For Reinsp. f. F 1. 1, 1 : 'C p. RL AL '1N I J I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone) 639-4175 Business Phone: 639-4171 Inspection: Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation plbg. Underslab Mech. Rough-in Fireplace lJ Post/Beam Struct. p"Jg ;op Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas LineId Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. 4 Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: U .2,5/ Time: AM PM Address: S r � L Builder:_' G(pA / PermNo THE FOLLOWING CORRECTIONS ARE REQUIRED: �— v� � n tet...,-�� + ,c►�e^ ,cam � c c^ti'rtcvt.0 5 7�/ tom/ CJ y ;307 33 Inspector: Zyf� -- Date: 4 —APPROVED �DISAPPROVED —APPROVED SUBJECT TO ABOVE I Call For Reinsp. r • �J tat-.rq'>t;�' e. ;,�..,s �;!.�tQ� v¢!,' t- �t• d:'�''t't �`Y'' ,�'�`� �"`" �' '3�` �i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 I Inspection: T � Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: i Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. 1 Alarm Water Line Insulation -Mech. 4 Underflr. Insul, Shear Wall / Gyp. Bd. -Elect. Date Requested: Time: AM _PM Address: BuiIder:(2 Permit #:,L' L( 7 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector. 1. k � Date: – J ° xAPPROVED —DISAPPROVED _APPROVED SUBJECT TOABOVE�� —Cal; For Reinsp. / i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspec' n Lige (Rec-O-Pone): 639-4175 Business Phone: 639-4171 Inspection -�G" � �_ V Susp/Ceiling Sprink. Rough-in Appr/Sdwlk oundation Plbg. :Jnderslab Mech. rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rout,�h-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. 4 Underflr. Instil. Shear Wall Gyp. Bd. -Elect. Date Requested: �7 �S_Time: AM PM Address—L ,2 -t.L -7 L 1 Builder: P � 3 J L- TNF FOLLOWING CORRECTIONS ARE REQUIRED: i f i I inspector: — Date: < `�`� ! I APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp, i x? }1 t ji CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Z .,IleX Footing Susp. bilin Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg, Top Out Elec. Rough-in FINAL: Post/Beam Mech, San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plurnb. Alarm Water Line Insulation -Mech. Z ■ Underflr. Insul, Shear /Wall Gyp. Bd. be ^��J Date Requested: ( U 1 j Time: AMP" M Address.- C17 Builder:1, -4- Y/ - <<{rJ( '-4— Permit #: EL C CU_j -rHE FOLLOWING CORRECTIONS ARE REQUIRED: r o d o 7tc 1 GTt t27 u SLe f C 5, s 4 Inspector. Date: _APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE �^ --Call For Reinsp. x CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639 4171 / Inspection: Footing Susp. Ceiling Sprink. Rough-in Sdwl Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. f Plbg. Underfloor Rain Drain Framing -Plumb. 'w °• r, Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wali Gyp. Bd. -Elect. Date Requested: /() //I Time: AM PM Address: (f;; /15- -� f Builder. 2 7 'TD Permit 02—7� THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: /�.�Gr-,vwr-ct 5 Date: _APPROVED DISAPPROVED PPROVED SUBJECT TO ABO E j _Call For Reinsp. µ � —J CITY OF TIGARD BUILDING INSPECTtJN NOTICE Inspection Line (Rec-O-Phone): 63£-4175 Business Phone: 639-4171 r Inspection: Footing Susp. Ceiling Sprink. Rough-in <EE t/Sd Foundation Plbg. Underslab Mech. Rough-in Fireplace 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 Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: Builder: .Z �' _ Permit �l U THE FOLLOWING CORRECTIONS ARE REQUIRED: v ��'� .,de.eo k4ii 11 �'1�.�l.�iUr►�1 LSM •"�� _ _ !�^ o� `�S Inspector:_ Date: _APPROVED _DISAPPROVED OVED SUBJECT TO E —Call For Ntt�;1�i1 4 24, ,i',1R t1 �akn l x� l� � iG Y, is t CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639--A4(n175 Business Phone: 639-4171 Inspection: Exec ky- I Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough in FINAL: ,tF Post/Beam Mech. San. Sewer Gas Line Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insl,'ation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: I-Is Time: AM _PM r � Address: Builder: (t'q( ' qD(Z- Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: old / i 7, ? 1 Inspector: /Lr _ Dater > APPROVED _DISAPPROVED —APPROVED SUBJECT TO ABOVE Call For Reinsp. ') ) � 1 D ��. fv • i 'p I CITY OF TIGARD BUILDING INSPECTION NO"ICE ' Inspection Line (Roc-O-Phone): 639-4175 Business Ph.me: 639-4171 Inspection: _ a -tikx Footing Susp. Ceili g Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace 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 Gyp. Bd. -Elect. 4 Date Requested: _�� /� Time: AM PM Address: Builder: Permit #A' :C _ �- Ar. THE FOLLOWING CORRECTIONS ARE RFOUIRED: y; �µ A 41 fGI L ad iF�e Inspector. �-:"r! _ Date: C!A�PPROVED DISAPPROVED ,APPROVED SUBJECT TO ABOVE , Call For Reinsp. '+ IN b r k: ' yLY'lu 6. Ab— i BRAUNsM Braun Intertec Northwest 5405 North Lagoon Avenue P.O.Box 1717.6 w Portland,Oregon 97217 y� i N T E R T E 503-289-1778 Fax: 289-1918 Engineers and Scientists Serving the Built and Natural Environments October 2, 1995 City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 y Re: SPECLAL INSPECTION Phoenix thn MoWl --°� SW Greenburg Rd. & SW Locust Tigard, Oregon Permit No.: BUP94-0277 / BIJP94-0044 This is to certify that we have performed Special Inspection of the following items: 1. Soils: Footings, Trenches, Field Compaction Testing 2. Reinforced Concrete 3. Visual Welding, Bolting 4. Ultrasonic Testing All inspections and tests were performed and reported according to the requirements and to the best of my knowledge, the work was in accordance with the approved plans and specifications, the State Building Code and Standards. Sincerel Doug Bow, Manager Construction Services F.. db:mkc cc: Super One Inc. t 4: 4 f:\system\400\fina1\super110.2 tF ,i. ,.� � .'�,. 5.c . :�na.i �,,„ '61tF. �,yfN.,: atid^ ��; a Fit,; .'ti•i iY's,. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 r Inspection: Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mec!i, Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Iec. 'ough-in FINAL: Post/Beam Mech. San. Sewer Gas Lire -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. InsUI. Shear Wall Gyp. Bd. -Elect. Date Requested:_ Time: AM PM ?- Address: S 7 (f G Builder.<n �/ $U I Permit #: 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: lam'_ l� a �-►� �k j2Z,_ '�.r, ✓ s-n Inspector:'%, Z, R,,( Date: jG) _APPROVED —DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. <� CITY OF TIGARD BUILDING INSPECTION NOTICE ' Inspection Line (Rec-O-'hone): 639-4175 Business Phonc: 639-4171 Inspection: Footing Susp Ceiling Sprink. Rough-in Appr/Sdwk Foundation Plbg. Underslab Mech. Rough-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 � � -Elect. _712 / Date Requested: 2 -5Time: AM PM ! Address: i Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: 44 ��. i Inspector: Date: G APPROVED DISAPPROVE=D APPROVED SUBJECT TO ABOVE _Call For Reinsp. �.j A .; t ^°M"t�+ ,n;�i :^► tib�+„�k.. l�' i1 CITY OF TIGARD 0111DING INSPECTION NOTICE Inspection Line (Rec-O-Phonr.): 639-4175 Business Phone: 639-4171 Inspection:_„��.c Footing Susp. Ceiling Sprink. Rough-ir, Appr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. ban. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. 5� Time: PM Date Requested: /� �y ■ Address: 5 75:_ C'C'4_L� _ (r Buildero—.”- � _Permit #: 0J ✓G, 7 7 THE FOLLOWING CORRECTUS RE( O REQUIRED: r i ti Inspector/. c^Ljd / A�u c� C� Date: 2�.Z APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE — — /7117 C _Call For Reinsp. J 0TY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: KJ L Ll Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace i Post/Beam Struct. Plbg. 'Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Undertloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Undertlr. Insul. Shear Wallyp. Bd. -Elect. C Date Requested: /z �� Time: ASI _ PM � Address: ? S %5f Builder: Perm) —7� / 7 / THE FOLLOWING CORRECTIONS ARE REQUIRED: i Inspector: Date: 9" 4"`APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. rti stip {y4 y 1"4 .,�"'bYYfif4foY^w M- .u,.,'4w .. .wtiNY W'fq�r•.*'{' ... ., - CITY OF TIGARD BUILDING INSPECTION NOTICE ,71 Inspection Line (Roc-O-Phone): 639-4175 Business Phone: 639-41 Inspection: Footing Susp. Ceiling prink. Rough-in ,/ r/S wlk i Plb Underslab Mech. Rough-' !�'Fire Foundation 9• Lal Post/Beam Struct. Plbg. Top Out Elec. Rough-in FIN L: Post!Beam Mech. San. Sewer Gas Line -Bldg. Plbg. UnderfloorFraming Rain Drain g -Plumb. u Alarm Water Line Insulation -Mech. j Underflr. Insul. Shear Wall -Elect. -Elect. a Time: AM PM Date Requested: — Address: Builder:__{ Permit THE FOLLOWING, 6ORRECTIONS ARE REQUIRED: � it Date: Inspectgr:— ' !/APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOV'E Call For Reinsp. L� , w j CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Lino (Rcc-O-Phone): 639-4175 Business PuurG: 639.4171 Inspection,— YLtA_o_� Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Undorslab Mech. Rough in Fireplace Post/r3eam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech San. Sewer Gas Line -Bldg. Plhg. Undeifloor Rain Drain Framing -Plumb. Alarm Water Line nsul�ation Mech. Underflr. Insul, Shear Wcalll/ iy ` � &Oct• Date Requested: //Z L� /_� _ 1.n-e: AM PM Address:_ Builder: ("I )- L4 C' Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspe or: Date: -APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. r _.J r , I�lJII_UT►�C'i PEPM'" CITY OF TIGARD ,,CRMIT . . . , . .. .. . COMMUNITY DEVELOPMENT DEPARTMENT SCJ EVUEl): 13125 iW H&H Blvd.Tigard,Oregon 97223.8109 (boa)8.19-4171 n nnn �'ArlCi=t._.: :lw1�-,E.,1?C.,.��tie.7�TiT .i rte I..,J0� T r:, IJAL)tVI ;ION. . . . M L_EHMANN Ar"R[" TRnCT ZONING: C- P r� ..,.....,-......_.. ......_ ........_...... .. ...._... ._ .. .... .._.. .._..... .__ .-__ ._. ..:. .... __._,.......«...-.ted.._. _..,.«.�.__......«,,....-.......... .....«._.. A -i t�E- � ,,'D,�/1 r-LOUR �f�.r .... . .... . ._ .- >wx-rf:_RTOP ;LAGS MJF WORK. r 10 e F i RST, . . . : 5 f N- O: r: 41: vpe Or USF-, . . t L,f'TM C'E ';h1lr. . . : ► PROT= OPUNTN' 7,? OF' CONST. t5--114P THIRD. . . . : rf N: r>y E. W: y� �1f'gi�;C't' Gf�^� 01110' TC]TF+i._... g! F ROOT` f"t1N'.;T: f' ?f7E' RE1 r" "C:UPnNCY LOAD; EtASCMI*�!''. s f A R r n 57 r"'. RATED; JTt ' .iMT?: MEZZ?! R1.0r) SETPACKS r� e� r 1-1 M DET. , ..1�341r, I._.0P.D. « . ■ w pd'{ !-ErT 3 1 ;- Rr7)1_r, a ft ,. l :«7 t'/ 1� 7.+'f�T• « ''WELLING UNITS: PRNT. ft ',EYARo ft FIR ALRMe MNDTCf"' rKT% � ;x1fr"Is.?: l3ATl{�": Tt=1r' '31Jf1�Arl": r,rL. (7,0R t: '�At'KTNC +f. : 8A500 Wkn! Monument i_.. type amours t-/ tilt., recpt l�Ql L..TnrRTY r;C PL.CK 1- :='i. 0Tr)A 01/IIl )y FIRE 15. 40 il,0 M/11/�)5 i kL»f't+l of h7..} 1 GFtMT " ,.:Ci. 1710 ,JDA 01/11 ! 13!i....,27r�,. :. : ?-bore SPCT I. 9.� .j)p X19/! 1 /hr IM5-Z1702� ONTW1 " R t4OT ON f` nunf, l! U6 TOTAL._ _..._. RC AJI T RED T N+"PrCT r ONO i� -^-lit is issued subject to the regulaticn4 contained in the r:-o(jt/ru:_sn+j Inrp �._ _..__......__._._._..___. +icipal Code, ;=,tate of 1.9. Specialty Codes and all other- mi F.(, t i. laws. All work All be done in accordance with Finr.iI In9pe:utiart t*nvad plans. This per•eit will expire if work is nit started :N dais :f i4suahrs, a=' if worm is sasoer:ded' for sore an 101 days, : o� h a , ,�u• :' � �" ^'' d. ,��. � ,�,��. � �;' .;a, a 't Vis-.. r� Commercial Building Permit AqRU,cation City pf Tigard 13125 SW Hall Blvd. AA '' Ev � 5 ) , Tigard, OR 97223 f U� � (503) 639-4171 T Jobeite Address: QS-7E Is P XgU,c.,L suite# N1A Office Use Only Tenant: M Planck/Rec # / X valuation: Is a Permit# .. 0 3R�-- ■ Owner: 5(;�i 5 01`f 1 Map & T►. # Address: f `� Approvals Required ■ ne `f ��`�J f' Planninc; _ Phone; ��S CGk ��. Engineering Other Contractor: Address: Type of const: _ Occupancy class: Phone. Sprinklered7 Yes No I Contractor's License # -OC/47k-2 (attach �Jcopy ,of current Oregon license) Sq. ft. of project: Contact name & phone: .Ul U �/ Jq ' _ Story (1st, 2nd, etc.) Proposed use: Arch itect/Engineer: cc (( Address: Previous use: ��,� �`� �`l� �G Note: Plumbing & mechanical plans must be submitted at time of r J building permit application. Pho ip JOB DESCRIPTION: i > I Applicant Signature & Phone number Received by: _ �1^ _= eL� Date Received: q111 `f _ AL- I ... ;. .. _. L .. Pte... Permit# Account Description Amoun 3kJ7 Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) `� —L--- — Bldg: 1,. Plumb: Mech: PLANCK r ,�2 L 2 01, Plan Check (PLANCK) �3y�� Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) . Parks Dev Charge (PKSDC) Residential T'F MF-R) Mass Transit TIF (TIF.MT) _ Commercial TIF (TIF-C) i Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) r Water Cuantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: KV s.� 01 °i ._ ti ym spy h d {� •` t t, �, t rT y' rt ba�� '1r •. .... F.4.�.xj:�,Yytow"",. .�'�,`� n7m'^0j` H1r This is your license. If your license requires special previsions, • this section will he completed and should he caffied with your license. ELECTRICAL. SECTION BUILDING LODE'S AGENCY Lic./Reg.es: No.: 24-23CLS LTD. SIGN CONTRACTOR LICENSE Install and repair signs only. DBA MARTIN BROTHERS INC 31E5 COMMERCIAL SE SALEM OR 9730' ISSI D 00/29/94 EXPIRES .10/0.1/95 I !====>t►C=4$C====>1 K====>1 /C====M1011Qt K====X K====!X====f lC==>t f=l. I �. STATE OF OREGON CONSTRUCTION CONTRACTORS BOARD REGISTRATION CERTIFICATE This certifies that theerson named hereon is registered as provided by law as a SPEC COhTR/ALL STRUCTURES Registration NON EX EN P1 Number; [ 064761 C00ORA1ICN Expires: [ C3/0d/96 1111AR'.1N uPO3 INC I 3165 CCMPEACIAL ST SE SALEP C1 97302-000C 1, SIGNATURE OF REGISTRANT K====>+K====>(K===>f K===_=>'►C==>(►e x Xe__==>q X====4 X====4 rc—�� ►tee STATE OF OREGON I CONSTRUC'rION CONTRACTORS BOARD Registered as: No.[ 064761 Bon( [ 5,00 ( SPEC CONTA/ALL STRUCTIRES Insurance [ HARTFORD CASUALTY IN [ NCN—EAEMPI ( 521)UNJa2485 [ CC RPOR AT IC N Expires( (3/0t/96 o Employer Accounts: UI 0OhFILE [ o [ 1 ( MORTI6 6RCS If C Rev [ ( 3165 COMMERCIAL S1 SE WC [ [ SALEM OR 97302—COCO IRS I 3 a• wrioww 1 5-41 ,21 1 lWF 1.' zz%) 1990) Q � ulto J W c r � �- re c9 zo ` � - �' oP alcor box ' � a �� w,�yGltee►] � I , IN� J, G G c G i a Flo u . • 17- f3 l_Z.r cr�i N r 1 X K F-T^I N I N L• \�/A L ^i 1/ z '\\I Ib•F Z-hip / KE.TA1Pa Ij I 5(i•U N ll�r oil D L. In 1, J Z1"o 4•pfIGY�� _ M w o J 2 ?� 140 J — •� I %/ � ( � / ; a 21•M HL 24' I I AK,KINL Lc.b• - �IJR-6 Nov/ yIDF�VA.Lk. - , r 7-1-.7 t`. _r. I77 -V WWrCH cl'fY OF 1t�',AA ER I�i 11.J�p i vea ' ovo¢ '�tl•�� I ' ►��+'��x INN l.cr� �� ° -nalt �`a11Y APPteCi1►). J y �js HO�v1J -� Cw xr,or �j®tt© A� ate Job pddt S'. a j r 1617 L_ I - --_._-.�• , 3 i�_ 1 h .• ,' a4110,79 rima, o ' & :�'><:B`:,.•i ',-4 n Wawa:.. S- r , •........, .. ,..:..,v�y+.w";au^;hN:lopagM..�rya.,_ .:...,. �. w.:uw�O.,•, 1 S i i IUD �., --F-T� • Cf G•� �'. 7 .J, V�N►"��HOn��Y App, „Qp cCrti �' Y ,v tnr�”� V.Y_ . E o Q I PrIT N� � ettc� Attpct�.. .. N pb Ad % Let c \Y /G� AppR�v � � � ;_r..�+�ta �•�,:� r. :^,. . . ,.:,,a,;�.�r,�rwrr� , W +r , .2aasr+l� �{fYl♦'7Gti.Y,a.�irHrMti(i^•q` ,.1.Y�:if^�+�1M i>k lvp. e �...� *` R�vllw PIL�AJSc,� �71l.N - 'I l.A/2.+� ,a�.rao,✓ -� S I e kj -Al i x t"L I w PiLJPJSCO Ila I pE Pair' �- ii W N p W I l.l. Ccs 01AJ L b N SI CPM $0 mow vo Q — P r Q, f.'i-.c l.'I x I f�9r1.0 I<S.Z-1 p S 6.u 1 I LI P A.0 e P✓LA's OV4 • 1 I P� � II. PJsr - 33C��1�rc� Z- 1.Z1 - ►2,'Z�� p s� — _ -_- vs r q �A .i .-•1r11��C�+� „I�i -- CITq+ S, - I�L1YZla'q� lr ,� a ^.�: .1 t -4 .'. A r .2•; O c O.7 2 1. L9 %`E JA11�Sz3 £ 1: G• +GINt� IL oL ST f 1 —jj • V f F3G s FILE NO. 5if 2 .�SHEET N0. ._ .a MADE!r J _ DATE PORTLAND,OREGON SALEM,OREGON =LIEN /U1/jEo J;(y ' ■AOJECT =r't)L•A1l K Imo+N .�/y AJ All _ � i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 1 t Inspection:_ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace 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 s i atVion Underflr. Insul. Shear Wall l/v Elect. 4 Date Requested: -,ted: C Time.-AM PM _ 1 Address: Builder: Permit #� 77 THE FOLLOWING CORRECTIONS ARE REQUIRED: _ r N i I i 7 _ 9. Date:--'—L _APPROVED __DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. all ,1 y + 1 _J CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business PI-one: 639-4171 Inspection:_ Footing S sp. Ceiling Sprink. Rough-in Appr/Sdwlk y I Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech, San. Sewer Gas Line Bldg. r�7 , Plbg. Underfloor Rain Drain ram+n /I?' Alarm Water Line Insulation Mech Underflr. Insul. Shear WallGyp. Bd. rct Ale I,— Date Requested: / Time: AM PM Address: Builder: Permit #4Ii — e) _]7 THE FOLLOWING CORRECTIONS ARE REQUIRED: i ��vr-./ c` 'z` a 71 <- Lispector: '� Date: _APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. I CITY OF TIGARD BUIL NG INSPECTION NO Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceilin Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace 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. Instil. Shear Wall Gyp. Bd. -Elect. Date Requested: 3 S Time: AM PM a Address: Builder:_ L° �' �.1 Permit #: O� � 2 72,,5 THE FOLLOWING CORRECTIONS ARE REQUIRED: r,, is y• f Inspector:L, `1 © �_ Dater �PPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. __ T , i CITY OF TIGARD BUtLDINGINSPECTION NOTICE Ins`- tion Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: _ Footing Susp. Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam r;truct. Plbg. Top Out Elec. Rough-in FINAL: r` ` 1 Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg Underfloor Rain Drair Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall C�y' d. /J -Elect. '` r Date Requested. c /3Time: AM PM _ Address: S%�_ L Builder: IV, C>�� I Permivj12 THE FOLLOWING CORRECTIONS AHE REQUIRED: On 1 Inspector. Date (� APPROVED _Di3APPROVED '4�DVED SUBJECT TO ABOVE \� _Call For Reinsp. s 1 I CITY OF TIGARD WJjLDMIG INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foun6-ition Plbg. Underslab LMuch. 4;4h ii�� Fi place Post/13 Sam Struct. `t Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer �Ces LTi-e -Bldg. j Plbg. Underfloor Rain Drain ram n -Plumb. {I Alarm Water Line (-Thsulatio ) -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: 1"` '�� Nr /Time: AM I� PM Address: Ip� c._- Builder:_ Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: — rl I r Inspector: Date: I —APPROVED __DISAPPROVED APPROVED SUBJECT 10 ABOVE _Call For Reinsp. 14 w, �;� ,CATION — STREET IMPROVEMENT/EXCAVATION COPY TO: M PqITL) FILE ORDINANCE NO. 741-1 A (-��CJOI-t (YELLOW1-iNSP. �� $--- (/INK)-OTNCR AGENCY- (INST>RUCT10Nt ON SE►ARATt SNEETI (GLUE)-APPLICANT APPROVED PILICATION NO.: A AL NOT APPf oV ED p CITY OF TIGARD,OREGON Fct AMT.I s PCNOING FEE,PMT, C CITY HALL• RECEIPT NO.: PENOING SECURITY ("1 PUBLIC KCIRKS DEPARTMENT sT OAT PENDING AGICNCY "OK" ❑ Appiicatic n and hogre"Record MAINT[NANCC DOND +_ *ENDING INFC;4MATION ❑ FOR STREET IMPROVEMENT/EXCAVATION As:taulwao UAL C , PENOINGVARIANCE ❑ IMPIRATIONCAT PERMITNO.: DATE ISSUED: 9 ! If3!15 BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Cho �L'd Lo" -Cvr C-dlt I 15`" '� �- PAS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REJUIREMENT APPLICANT C-0/w-1:ti CIA 0 f huan X06 sw, 0L 4CSLJ0->-O'-, (n,3)eo>, 31ge � w•rf. ^000955 1 ♦ w CONTRACTOR Te hn[sSee C-,6 d ,Ser --t 17o3S 5E `ryev7yco, #A.,y LoAr q.5, Wo • S 3tdJ 59,: ' !J / CS5n �i •raw PLANS BY--Te"'ry 3"CA aNS /yvoo SIV."AMC •OORtat w ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S DOLLARS *o*orrice usc. Crib. (2) EXCAVATION DATA: U.O. XS "S STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE rtE14ARKS/TYI[ !!� TYPE LENGTH WIDTH DEPTH ITEM arOUANTITY ,W `Cu S . AS a f 3 I ,7 �� rpt PPI Ifo t fdl- 4IOke sPENED V• 6u >' $�, S a� 3 3 3D"f Pel Al/d fd M pol-e R TION Si 6*60e.III lde. 0"t Seer— 'OF ,' rvMJ.l' It, 3 E �.F,1 s.� u ESTIMATtD STREET OPENING. DATE:--- - 9 1O / 9r E S ESTIMATED STREET CLOSING DATE: _�.(a / �� / 9� T E . I STREET (3) SFCURITY NO. S CURITY ANf 7.: S _ CLOSEc; SURETY CO.: _ - nrtu� d r eWV-_.� ' FINAL cell Tl r:co CMt CA%d 0 sown 7 tNSPEC. (d) PLOT PLAN: INDICATE SIT[P[RTiNENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; [XCAVATf:JN LOCATION AND EXTENT. �( � OF, l2.I �N)D bF wvlr�Sul rw"�!kw L i 1 p � 1 `-� Ko+��Ctiile1.t is I[1a,A.rcd t No�.� .��.. I r � - - -- -- K - - - - - .1 - - - - - ,e�n�.•, C.+�T,e„>(MG39-18r- *aM.4 r 1.. SC4~ 10& I& I I I 4, (S) NOTE: THE CITY OF TIGARD DOES NOT. MERERY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK ;MER RIGHT-CF-WAY JURISDICTION 15 THAT OF WASHINGTON COUNTY OR THE S':ATE OF OREGON, TME APPLICANT AGREES TO DTOSIT THE *ICQUIRED ltCURITICR. TO CO:rPLT W(TM ALL PERTINENT LAWS AN CONSTRUCTION SPECIFICATIONS rERTIN[NT '1.O CONDUCT OF THE WORK. AND TO SAVE MARMLt33 THE CITY AM I, EMPLOYEES AGAINST AN'V INJURY OR DAMAGE WHICH MAY RESULT FROM AMLICANTZ ACTIONS. -- - -- _..__ �1 �C/v!/r✓- !/d a.G"h/-stllC1 - - - , r '�� I �. i;•,.. v ��IYr d'10 i f�) � �ur IF/' 4t4vl 1 HQ i Z UJ rn Z I v t0 _ __ __ Lcol ^ _ a "'x ,00Z ,f Ln I _ � 11 e2, f5 f r�Jnr 1 . . �r p W, 7�1; IA f quo -f a rl o M cin art a a ca 1 0 T o ci N Q 8 Ln N a •O'gZ o 0 a. ' o F N`v L 1� " 20/£0 'd Tb:8 G6, bi daS b0G8-9b9-ios:xp3 210 31HNJ dJr CITY OF TIGARC BUILP.NG INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:' -2,._ 1-z4, 11 I Footing Susp. ailing Sprink. Rough-in Apr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: PostAleam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. ,alarm Water Ling Insulation -Mech. � Underflr. Insul, Shear Wall �Vii? -Elect. Date Requested: �/ –� (� Time: AM PM Address: Builder: _Permit THE FOLLOWING CORRECTIONS AHE REQUIRED: o rL vr� rT r- Inspector:__� _ ---_ Date: APPROVED _DISAPPROVED —APPROVED SUBJECT TO ABOVE ._Call For Reinsp. I I w i 7W ! Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # " Permit # t� LC Phone (503) 639.4171 Date Issued CITY OF TIGARD FAX (503) 684-7297 Issued by TDD No. (503) 684-2772 Inspection (503) 639-4175 i 1. Job Address: 4. Complete Fee Schedule Below: Name of Development P&)�,n Number of Inspections per permit allowed • a: Address 1 Service included: Items Cost(ea) Sum City/State2lp / 1cy C' 4s. Residential- per unit O 1000 sq fl or lees _— $11000 ( Name (or name o business) or-_r ,XL2(Q),(�-- Each additional eq ft or 1 portion thereof -- $2500 El' Residential Limited Energy __ $2!100 Commercial l Residential❑ Each Manul'd Home or Modular 2 Dwelling&+ma+or Feeder _— $61300 �— < 2a. Contractor Installation only: 4b.Services or Feeders Installation,aheretion,or reloc:etion 2 +� Electrical Contractor� jL '��/�,5 1/1 J1 200 amps or less 2 Addres IAC (:co Mt'r?��11L �S� ' ) 201 amps to 400 amps $8000 2 State 0 P, _ p t'jr_ 401 amps to 8r10 em pa $t2o oc 2 city, ZI 601 amps to 1000 amps $180 00 2 PhoneNo.sti _ / Over 1000 amps or volts $340 00 2 Contractor's License No. — 44 -� Reconnect only $5000 ,� LAS -- — i Contractor's Board Reg. No. 7C,,1 4c. Temporary Services or Feeders i Installation,alteration,or relocation 2 Signature of Supr. Elec'n — "' 200 amps or less $50 00 2 i License No,3q`>' SSL n o,._ f ';,t:�/ 201 amps to 400 amps 100$7500 2 .L �'+-' 401 amps to eoo amps $lop 00 Over 800 amps to 1000 volts - 2b. For owner Ins allations. see•b"above Print Owner's Name 4d. Branch Circuits Nsw,alteration or extension per panel Aodress a)The lee for branch arcurte with City State Zip purchase or service or Areder Ase 2 Each branch circuit $5(!0 Phone No. h)The lee for branch circuits wffhour The installation is being made on property I own which is purchase of emilce or boder Ase. 2 First branch circuit $3500 2 not intended for sale, lease or rent. Each addAronal branch circuit -- $5 00 Owner's Signature 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (It required): Each pump or irrigation circle $4000 2 Each sign or outline lighting � $4000 � Signal circuit(s)or a hmnad energy 2 Please check appropriate item and enter fee In section 58. pane,nh-a!— extension $4000 4 or more residential units in one structure Mine t.absls(10) $10000 Service and feeder 225 amps or more System over 600 volts nominal 4f. Each additional inspection over Classified area or structure containir.g special occupancy the allowable in any of the above as described in N E.C. Chapter 5 Per tr'spoction $3500 ^ Per hour $55 00 n r•i,,,! $5500 Submit 2 sets of plans with application where any of the above apply. Not required for temporary construction services. 5, Fees: ' NOTICE 5a. Enter total of above fees $ —�-- 5%Surcharge(05 X total lees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ 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) $ 1 A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED. El Trust Account 0 $ - — Balance Due $ •eldYdnd�NWcpm rq, Y. 9 _.., ... .. .v... � Md Ana .&C�j TA a Z41 Y Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall BlvJ. Tigard, OR 97226 Planck/Rec. # t Permit # C 75 - 0z$3 Phone (503) 639-4171 Date Issued 7, CITY OF TIOARb FAX (503) 684-7297 Issued by TDD No. (503) 684-2772 ` Inspection (503) 639-4175 1. Job Address: 41. Complete Fee Schedule Below: Name of Development � ril Number of Inspections per permit allowed Address Service included: Items Cost(ea) Sum City/State/Zip < .� l VC 4s. Residential•per unit 4 l000 aq it or lase $11000 (' 7 Each additional 500 aq It or Name (or name, o�business)_ lr.�+1f r-t,( it.n porlior thereof $25 00 i Commercial LJ' Residential❑ limited Energy E2500 Each Menul'd Home or Modular 2 Dwelling Service or Feeder -- $F8 00 2a. Contractor Installation only: 4b.Services or Feeders c \�/ Installation.alteration,or relocation 2 Electrical ContractorM44A KED A �— Aj S 200 amps or lose $60 00 2 Address / �� 11? rr' C� _ '01 amps a 400 amps $8000 2 401 amps to 600 amps $12000 2 City L o, Stated C� Zip L: 2 801 amps to 1000 amps E18000 J Phone No.n I Over 1000 amps or volts _ $34000 2 \F' Contractor's License No. , .,�,��(� � Reconnect only $50.00 Contractor's Board Reg. N0. — 4c.Ternporary Services or Feeders Installation,alteration,or relocation 2 Signature of Supr. Elec'n ._. 200 amps o,lass $5000 2 * License No. _'�`l�� `�T ` moo. 3 'N', 201 amps l0 400 Amps $75 00 ( I .�� 401 amps to 600 amps $10000 Over 600 amps to 1000 volts 2b. For owner installations: see•b•above 4d. Branch Circuits Prlrtl Owner's Name Now,alteration or extension per panel Addross n) The fee for branch circuits with 1� CIhh�� State zl purche"of omko w boder ileo. 2 `A— — p Earh branch circuit $5 00 Pnone No. b)The fee for branch cacurta without The insW;zxon is being made on property I own which is purchess of wvke or tredor W. 2 First branch circuit not intended for sale, lease or rent. E3500 2 Each additional branch circuit Owner's Signature — 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (it require. Each pump or irrigation circle $4000 2 Each sign or outline lighting $4n o0 signal amuit(s)or a limited energy Please ch,tick appropriate Item and enter fee in se In 5B. panel,alteration or extension ,_ $4000 __—_— _4 or more residential units in 011e structure Minor Labels(10) ^� $100 rl Service and feeder 225 amps or more System over 600 volts nominal 4f. Each additional inspection over Classified area or structure containing spacial oc( pancy the allowable in any of the above as described in N E.0 Chapter 5 Par i mpertion Per hour $55 O0 In PlantE55 00 Submit 2 sets of plans with spph,�ation where any of the above �— apply. Not required for lemporer) construction services. S. Fel!S: 5a. Enter total of above fees NOTICE 5%Surcharge(.05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AU"rHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5b. Enter 25%of line A for l- , CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review it required(Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS subtorel $ COMMENCED ❑ Trust Account M 4 Balance Due rM'can/.v.Nc rr„Im L" VW}- 'ifffffffffitis � JIMtA''A1'.ka�,,.,o v.rn7K.v,;+n ;a,; .-,,, :,,anr<.w;•�nair.r. .... '+.;%!M'.w �� FE] 1✓ enmmunity Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. d leiTigard, OR 97223 Planck/Rec. # _ — 61 Permit # C- L C OF IS Z -- Phone! (503) 639-4171 Date Issued FAX (503) 684-7297 _ CITX OF TIOARD TDD No. (503) 684-2772 Issued b� Inspection (503) 639-4175 1. Job Address: 1 I 4. Complete Fee Schedule Below: ■ Name of Development_ /fr� �21� _ Number of Inspections per permit allowed Address '7,� . 2 L 1 Service included. Items Cost(ea) Sum ■ 1 City/State2ipJ' " ,v" �1 ��c �� 4a. Residential- per unit 4 rw 1000%q it or less flt000 �C4 r� Each addAwnel 500 Rq Name (or name/business) portion thereof _ f26 00 ' Commercial Dom' Residential❑ Limhul Energy $2500 Each Menu1'd Horns or Modular 2 Dwelling Service or Feeder $6800 ' 2a. Contractor Installation only: l 4b.Services or Feeders U� installation,allerahor,or relocation 2 Electrical Contractorfi, ^ ' 200 amps or leas $60 00 2 Addres '" c 201 amps to 400 amps $80 00 _ 2 .r � 5-�:�•� �("+ --�� 401 amps to 800 Amps $12000 _ 2 City _/) Stated_ Zip �L� 601 amps 10 1,000 amps $18000 2 Phone No. ,C s <,�(,_4, I-A I t Over 1000 amps or volts $34000 2 i Contractor's License No. .7w c�, 2 L.17 Reconnect only $5000 _ Contractor's Board Reg. No. rC) 4c.Temporary Services or Feeders /. Installation,alteration,or relocation Signature of Supr. Elec'n ` f _ 200 amps or loss $5000 2 License No.�'� �S One 7 4c �1 201 amps to 400 amps $75 00 _ 2 _� �� !s2S2L-- 401 amps to 600 amps $100 00 Over 000 amps to 1000 volts 2b. For owner Inst s: see•b•above 4d. Branch Circuits Print Owner's NameNew,altorahon or extension per panel Address — a)The tee lot brnnrh circuits with purchsss or"initis or Nsdsr Ns. 2 City_ — State Zip Each brarx,h circuit $5 00 I Phone N0. b)The fee for branch circuits without U• The installation is being made on property I own which is purchsas or ssrvice or Avoolor Ns, 2 FirsEar not intended for sale, lease or rent. ac branch circuli f$600 — h additional branch circuli $600 Owner's Signature, _ 4e. Miscellaneous (\„ (Service or h oder not included) 2 3. Plan Review section (if required): Each pump or irrigation tingle T $4000 -= 2 tach sign or outline lighting $4000 Signal circuit(s)or a 6mhed energy 2 Please check appropriate Ilem and enter fee In section 5B. panel,altarahon or extension —_ $4000 4 or more residential units in one structure Minot Labels(10) —� $10000 Service and feeder 225 amps or more System over 600 volts nominal 411, Each additional inspection over Classified area or structure containing special occupancy the allowable in any of the above Par uxsp :tinn _ $35 00 as desr:ribed in N.E C Chapter 5 Per hoar _M $65 00 In Plant � $6500 Submit 2 sets of plans with application where any of the above � apply. Not required for temporary construction services. 5. Fees: NOTICE 5a. Enter total of above fees o 5%Surcharge(.05 X total fees) $ L PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOP' Plan Review if required(Sec.3) $ �l A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED ❑ Taint Account 8 $ Balance Due $ 1 a, 7 ,u :- N � ■ Ali Y: l:J ! `r 111 I .I 1`11IIt1J I F 1,1 II'i lU I!11'rM1. PII l I ( I..jP1 1,411.. 1.1 11 A*AA 01Y11.11 Jr4! 1 NAME hIt-04 r J:N ORLP i !:i I ONI+ 1 1 tl i 1IM1 lIJI'4 I rwlbt)Rksi•i Ccjmml..P( I t)l I, I '.,L I ,11rMt. 1\11 0It1! IM�rJ J. OR � 1 1 l:11 l 1 V 1.;s 1.1.04 i w'"'1.1F?F'C'ikiE:. fh PPYW]",11 Flhhll.lRll 1'N:L1i F'1il!1 '(r,,1 „ I '1.Ili 111 NI i1m1aIN IIt111) LI F,f�7kJC:F41. F`'FFtM?_�._.. 4(A. 00 J III1 .11 I'1 1, fAo PF.Rmi T 1) I:P'I1 f%f11 Ei_Ei(:TRJ CAL. PVRMl 'I' wIll 11 L, N PE,-HMI i ``i. OIA 1 t1 J 1 i 11 I CIT. 01111. 1) Fad:F? i . w, 1 1 ! ! 1 ! ! {�i:. 1 ;.I.,I•_ ';l alt � � 'I ; 111 I i. L""r» /1b'f J 1 i ! fk JNN i � 11:11(�I F�b1411I1�d1 1 'i-1't f1 � � ! • '1i• ' • • CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: <:: J e Footing Susp. Ceiling Sprink. Rough-in ppr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace 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 Tnsu at"f iory__1/ -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: O /c Time:_ AM —4PM Address: Builder:_ -�- ' [ l � �' l � �� Permit#: } I THE FOLLOWING CORRECTIONS ARE REQUIRED: do d , ' , t n ti, 4 s �' V & 5S Inspector: Date: _APPROVED _DISAPPROVED U 1k"ROVED SUBJECT TO ABOVE _Call For Reinsp. lC� } r. CITY OF TIGARD BUILDING INS ION NOTICE, Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:�1 f 77 Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. 4 Alarm Water Line Insulation -Meeh. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM –7 Address: _. / 5 Builder: ( "�(c ✓, �� ' Permit #-6— 2 C)C % ?C> THE FOLLOWING CORRECTIONS ARE REQUIRED: ct 1 v Is Inspector. fc: <_/ _G" j Date: PPROVED _DISAPPROVED _APPROVED SUBJECT TO A13OVE s � } �C For Heinsp. C -114 Y I wy� diltti�7�,1' 7 i M,y�,54T'P t, 'T'I "�rtS la'ip, p M1 tl t 1 I I' w i" � t I � hla - Sx Y ( 1 S' I i tll I I 4,�.. � '�u�t ti;u rt !'i �f+ �J 9¢il�v Iz`.� � "1 s`i I t I L,e,1 Y y.- } :j; l ! r�r I ''kly ! I•x! l ?,.,�I , h�,d�� 1 � ,��If�� W,, ;�: k r ,r i It ' 11 , s")� ;4J1�r '�I �`add ti:Y r 'i",fiy 1 Y S^��'" 11 ti I tiff ! �tik. rM�I�t ItV lr + I?w,9`'IV �5 , 1 � t � � Ik.'' 1 .;,V � I,� tl 1d�l Svl J"7x ,� •z�`!:' ' i h 1. e- .; (4 � 1, I Jf N rE •;/ r y ,, µ4 1 �1 a t r tr i r ,: `,o r ,! 4r7 77 11. Vn'rR �`t ,:✓YGa !>.} r ( i v v �' �i�" , It +.y rhd V�� ' � r92 �l Flea -A:HY'Ai{ rr'' " WI N 'i 1f Jlt 4 .-:� �• ,,-^ 1 �L4`� 1 17 ,�sJ�` � "=a, .', ..�,. :.', �6av f0 , �"t1 � S aA� t r�.,eM1r! a � a e" :,i , Sr t ��.;,Yt�✓hr, �; � J `�j ' ':� ; � f � r .i 1 , al ty -1 Y ry P I 1f Fi "d'd�'''• Y' 1I�1��N�t �( r ,�' 0.'irT��' A ru 'vY lfa � :. J �t�: + 'f �'l l,• �1r M1 s Jnr+ � S a rsl �} I C 3 � Yii�'tll� i A. eta N 7 7 ITI, 1 "� '� p •f l �,r a1�5 i��Y��5 J +'ds •—I' 1�1 a �, I I t X �� rpt) � r z. a �(� �`LVirV�r�} o h I�1r�� ! d Ivry r r , :311r Al�-. yy .e�fN.j ,,.3rtilty trjgqr r '0 r>`'d ✓I.a ISSM1j'��y f t 7 t �l( y� i, , �'&, > ae l��i i�� et tf 1 3 f,i�. 4K� IlrYrl;•, ,t.. ala n�� . :�t �� sN�N. j'� �,i' �h't ri '1 'FkA WI C(� I w , I: ,1 1 CITY OF TIGARD BUILDING INSPECTION NOTICE I Inspection Line (Rec-O-Phone): 639-4175 Business Phone 639-4171 Inspection: Footing Susp. Ceiliri Spr k. Rough-in Appr/Sdivlk Foundation Plbg. Underslab Mech. Rough-in Fireplace ■ Pust/Beam Struct. Plbg. Top Out Elec. Hough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -B'dg. Plbg. Underfloor Rain Dram raming ( -Plumb. ■ Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wallp. B ��+ Elect. ■ Date Requested: /, Time: L AM PM Address:_ 7 Builder:_ r,(� Permit #�1 L THE FOLLOWING CORRECTIONS ARE REQUIRED: � i.° Inspector i Date: APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. Ye r- n ,_. CITY OF TIGARD BUILDING INSPECTION NOTICE '�#,R r4 } ttr r �:d r��l litf� - + xy{' ,r�� Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: l �F "I rr Footing Su4. Ceiling Sprink. Rough-in Appr/Sdwlk �r �sj ,Jr1i ;w7x r`I Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: fwlsy stt:. Post,18eam Mach. San. Sewer Gas Line -Bldg. a Plbg. Underfloor Rain Drain Framing -Plumb. �' " `' `` ■ 1 Alarm Water Line nsulatio 2 Meeh. Underflr. Insul, Shear Wall �'J4 -Elect. r Date Requested: ( pJ Time: AM PMw3" Address: Builder: �o c�— D� �I _Permit #:� � 77 THE FOLLOWING CORRECTIONS ARE REQUIREC: SrF'�n�e,pt,y may, 'r M s �Ipie'r#''6ro yi � a rl r y4 T + � •i $t w d , I Inspector: , 4�APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. N.rF. v u 1 ,y�, ' Yr` 1kk14 a rf +i4y�p�p r � �h141y 'h" r ! ja�Kdl+ , i INN ( 1 L'yti ry(1k� 11.� L (`/V � - ' -�S(}q�,9,•,t'r' �+� �� ' ty. v. t... i I q A s r l:y�,l�, i .i• I e i y 1,�:''v + " f�� P�y 1 1[ Y•I�''�M��'°�� WZ�" � t � .r"i 1 " r ' I r��. � � t ' fir JfY tv, t➢' .� I F: r r D� I t + I rllri r. � °� .ri �.� TM)� .r. R "� j I"F'$. �� p :^' �21'aIva . f CITY OF TIGARD BUILDING INSPECTION NOTICE rsi Inspection L' Rec-O-Phone): 639-4175 _Bpu_siinesa Phone: 639-4171 j r Inspection: Footing usp. Ceiling Sprink. Rough-i Appr/Sc.wlk Foundation Plbg. Underslab Mech. Rough-in Fireplace 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 gyp. B Elect. Date Requested:_S G3 Time: AKI �'o PM ■ Address: 7 S 1 S S-Lq-cc- Builder:—.,f 62 c..Builder.—.,fr D- H 0 L R ( Permit Aq�) 2 L(-0,3' 7 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: 4-111Inspector: _ Date: APPROVED _DISAPPROVED _ APPROVED SUBJECT TO ABOVE _Ca!I For Reinsp. i a•�r , 1 w�yert ��bpl'�'k vi!in CITYOF TIGA R UI�NSP` ECrION NOTICE Inspection Line (Rec-O-Pho ): 639-4175 Business Phone: 639.4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk , Foundation Plbg. Unde(slab Mech. Rough-in Fireplace Post/Be .m Struct. Plbg. Top Out �Ei�. Rough-in FINAL: PoM/Beam Mech. San. Sewer Gas Line -Bldg. ■ Piog. Underfloor Rain Drail Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall / Gyp. Bd. -Elect. ■ Date Requested: o5 I? `' f `j.5 Time: AN1I PM Address: 'zT/ 7.`j C.u_ a u � tu n� ■ Builder La �,�(- 8O t]--- Permit #: C) THE FOLLOWING CORRECTIONS ARE REQUIRED: 'oll 1 Inspoctor: 7 i AAPPROVED Date:��DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. C. Y 'N ;u �, +t'V?` '..'. ?.r_i.. t r. ... .. >I ..�..,... .. t t f t 1�4•T l rr "r CITY OF TIGARD BUILDING INSPECTION NO, 4 �t�;r a"th., ,i; Inspection Line (Rec-O-Phone): 639-4175 Business Phorn 639.4171� Inspection: r, t Footing Susp. Ceiling nk. Rough in Appr/Sdwlk E , t Foindation Pibg. Underslab e h Rough-in Fireplace t Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line Bldg. t: Fibg. Underfloor Rain Drain ramin -Plumb. Alarm Water Line Insulation -Mach. Underflr. In:ul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ Time: AM PM Address: .S a Builder: I)L Permit#: C_� -7 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: Y?i _ r Inspector:_ Date: F—'L- 7Y _APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. r"'i' a. 'i all Ivm Fax:5013-63() '6277 A 21) '95 14:38 P.iJ1/a3 1•• �wtrJ-Oak �IIII h N ' cu 1'• t � � �•i�fijitnd O O� Y I _• H 004-0 In a w MVd'm tV ka , 1 I 31 _ n 0*1W tf m14 w 14w o t * . --u.-1•-._r •1 1� C i` qQ7 S i r-1 071. tkI N '!�.tV p 41 4u id 4 la di O� NaQ t�Jl+•1 YI t+ •f�`r to � �•� ri�•ti r � �d s� NoOp 1 � tH YI^-�Mhl IE � -1 • '1� 7i. x,.°a m N m t� ' u u Ll t', w -1W d ti d .tl N Now R11, 11 US f V fL \Li �� + T{ Irl N "' IFyI M YI C {O •1 {• 4�• • T w �l � s N r 1 1 w w�lypt� � .• �••�� 1 t�,1�'i � � 1 �1 � r. tD xx �D to o Hy -•t W I Ili cc LA i t4 M.�� iID.F'-wrly 11.`k .. ... _. r• ... . T 11tt% Fax:!303-6'f.-f;?r? (A ig 25 '�1',i 14:39 P.0311G.3 ids , All Vm e7' o ld In� 4f r 0 9m z CL Ir 3 M I r�yty.t� s�spa� sxir o I s lou V 11 K • f f ^• W V ol : ru� irn�nn 2 71°40 ' 1g �m m qL W W CP inRp- LU MA v a Ali 14 0 ju x II • 4 t '� �1� i v c>ton = K $ r-. - op•vc d .mi u _ til'. Ail In' 14 cp -66 j INan Rt(v �.u►a a fit �! 00 ~ 11 gb W�q ISO 1 0A 'v --'� aJ aJ J y 000u ss P-000 L m mu!1mw x.000 �r / ALI H A to m + "9 O -N i e iC n n O d l'ar- HAVutO Q,, =" _ - j'a' 914 �Igo •� u° n N N fi i�, lA 1N r ► •IS r 000u Zi �Q1 1+ cowl fir • .`-.� ', I•:•� .�tt ►-1in y N yr _,fJ l� �� • JJ.,JJ fIV� J f■+! }Ll. pin C3 s �■ ern a'ri �u al r. _JJ JJ rn0 W Ul OX< i • �B � Y ,i ��i a �� a�ri v ui in �t yr 1 t . • V tpCh In i. �:..d.rte.r� N•N r, �. a n•1 y GFFF • ••1 4 Co G (� i 4' LA w • A wl\ 1 •�j i ru 3 c �� v; N LWl 1 ` YY L� p r ID rtl AS n.�v ^� m i 1 P • • r Fax:503-63G-6277 A Ig 21) 1 1,1:1,Y) F.02,113 1 Qnaarss fj N N lb it r1 it1Q ti f:= wl k= I Q �IAm yy�y sip V lu l'l AIL r/rmmmr �c \ O' a* ul ppp Iy,,lppp ti O A In .r ■ U IA V IY 1� 9 N IV IYUI 1~ll Ifb�p 'y�� H tTt M \ 1 i I I J 4 W qj r¢rQ x U � � • � 1 w 4 la � e 14 C Itiln .� f 5 W co �O � WL' I die uma►�+ � �� .�1��.� r, a 4 a is •.; 066 1 hF w � u, ru , F>f t[ c4 u ro m I xi 1,11 ` ntl� } u Gi 1f�rl l aye lit o O m q—J H'C,y ,Kfp def r• .`. s�7 N IV ID '• y y�'T �� el FTfF PIP 01.7 ti Hum E x -., e w wl ID N r IJ of w a In � N Ch N cp 0/ {11N IIIN �liN Vp 2�. i •- .. 'Vin;. I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 9-4171_ Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct, Plbg. Top Out Elec. Rough-in FINAL: f Post/Beam Mech. San. Sewer as i, -Bldg. Plbg. Underfloor Rain Drain Framin ~ 'umb. Alarm Water Line Insulati•,n -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ e-- Time: AM PM _ e: Address: 5 7-S CLQ�1 Builder: 7� C– �; '' // —.—.L Pormit �}' Ct 5 O�_�'f' THE FOLLOWING CORRECTIONS ARE REQUIRED: Gc� S�, 7 T�- r > t J GG/ 64AA �. nZ 00-1 Olt Inspector: _ Date:�S _APPROVED A`I�ISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. I I Ia CITY OF TIGARD BUILDING INSPECTION NOTICE �p Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 , Inspection: ` Footing Susp, Ceiling` Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace 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 -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Dale Requested: Time:'� �� Time: AM PM Address: 23�_7 Builder: CG 0. �C Y� O ?_ Permit 7 s� THE FOLLOWING CORRECTIONS ARE REQUIRED: X1 cz T- - Inspector: // e ZK:,_1c4j Date' APPROVED __DISAPPROVED _APPROVED SUBJEr,T TO ABOVE __Call For Reinsp. I e AR v K BUILDING PERMIT CITY OF TIGARD DATE ISSUER: 08/22/95 COMMUNITY DEVELOPMENT DEPARTMENTI 13126 BW Hall Blvd.Tigard,Oregon 97223.8198 (603)630-4171 PARCEL: 1 S 1 c6 UC 04 7Q�r 1--ITE' nl)DRESS. . . . SUBDIVISION. . . . : LrEHMANN ACRE TRACT ZONINGS C—P BLOCI-.. . . . . . . . . . . LOI.. . . . . . . . . . . . . : REISSUE. rLOOR PPE.AS,..._.M__.__.._...___._ EXTERIOR WALL CON,;TRUt fIial�l CLASS OF WORK. �� F•IRST. . . . .7900 sf• N: 1HR 3: 1FIR 9r:: 1HR W: 1FIR 1 -rYpE. OF" USE^. . . :Cum SECOND. . . : 1 ::500 5 F,ROTECT TYPE: OF CONST•. s5-1HR THIRD. . . . : 1`500 sf N:N S:N E:N W:N OCCUPANCY'Y Gf�F'. : rt1 TOTAL— ..._ ..._. 3k?1�1� 1' RC"OF t Cll'I rT:A F- I I'F Rf T"? :Y OCCUPANCY LOAD:285 BASEMENT. . s f AREA SEF'. RATED: e TOR. :: 11T. : ?,7 Ft GARArjE. . . S f OCCU SEP RATED: .t HR BShl'r;':N ME Z Z 7:N RE OD SETBACKS-----— REGIU I REIT— FLOUR LOAD. . . . :41Zi p5'' I..E:FT: ft REFIT: Ft I-7 R. 5F'11,1_: Y' aMOK DET. . . i DWELL114G UNITS: FRNT: ft REAR: t F"IR ALRM:Y HNDICP ACC.Y e DE DRlr1`a: SATHS: IMP SURi ACE::00 PRO CORR:Y r-,A. RI ING: <, VALUE. S: 7000 Pemai^ks : Fire alarm sy tem (not spv,inkler^) note ! nut ra recluir,ed system bait strobe !� g and horns a t-e 1 rUwner•s - _.__.__._.___ _.___ __._.—___.___._____ .____....____......_.._____..__—_.___ rcES 1 V IPS INDUS 1'RIE S, INC type amount L)y ,dat e. r-eept : 9757 SW SOONE S FERRY RD (='IRE: $ 25. 00 DUN 06/10/95 95--269092 1='RIvi !G Gy. 50 JISD ih.F3i•i:: /`I5 93--2G96,"5 a WILSONVILLE: OR 97070 °'PCT r, 3. 13 JSD 4':8/c:Ci995- 26962 F='hone 4# 62-9�?i�J4 Contractor': CITY ELELTRIC & SUPPLY CO 10014 SW CANYON RD PORTLANDOR 97225 ____._._____..__.____.._._.• __.__.__._._____. _..___.__ t='rione #: t nO. 6.', 'YOTAL Reg #. . : 12,42422 REQUIRED INSPECT IONS —_----- Tris pertit is issued subject to the regulations contained in the File Ala-,-m Insp M _ Tigard Municipal. Code, State of Ore. Specialty Codes and all other Smoke cletectur^ i applicable laws, All work will be done in accordance with Mi sc. Irisper_t i on app•oved plans. This pereit will xpir•e if virk is rot started F i nat 1 Ines pest i un '1 within 16e day'i of issuance, or if work is suspended for acre than 160 days, _ V:Eet-initte!e Si e : By. Call For- inspeL:tiori — 639--4175 `.j i i it f i: ae �. MECHANICAL • CITY 0-FTIGARD PERMIT I-'E'::KMIT #. . .... .. .. .. : ME.C95--0074 COMMUNITY DEVELOPMENT DEPARTMENT I)F7T(: ISS UEIJ: 0E3/ 2/95 r " 13126&W Hall Blvd.Tigard,Oregon 07223.8199 (503)630-4171 PARCEL.ARCE:L . :SIT(: ACiLrFi:: :,:i. . . k+.`;r �,W J :-1 t SUBDIVISION. . . . s LE HMANN ACHE TRACT ZONING: C•-P � BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :3 CLASS OF WORK. . :NEW 1`7LOOR FURN. . . . : F,.VAP COOLERS: TYPE OF USE. . . . :COI1 UNIT HEA'T'ERS. . : VENT FANS. . . :SE, OCCUPANCY GRP. . :R1 VENTS W/Cl ADPL:G SYSTEMS: 18 STORIES. . . . . . . . : 3 BOILERS/COMPRESSORS HOODS. . . . . . . a I"UEL. TYPES _._ . .._._..__. 0 •,3 111-'. I NC I N: . /GAS/ / / 3--15 HP. . . . : COMML. INCIN: MAX INPUT: I;TU 171-31A I•-IGS. . . . : REPIAIR UNI T s: FIRE DOMPERS?. . :Y 30-50 HF:,,.,. . . - WOODSTOVES. . s GAS PRESSURE. . . .M 504 l Ip. . . . : CLO DRYER S. . e NO. OF' UNITS------- -- - AIR H►'lNDL I NG UNITS OTHER UN I TS. a 4 rr_JPN ( 100K LATU: 10000 cftn :2 GAS OUTLETS. t:s FUKN > =1.00K EkTU:E > 12,000 cfma Reinar-lis : me haniaal installation Owner. --_.__..______.____.._ ._.___ .__.___....__.__._.____ _..__._._._.__.___- - - FEES V TPS INDUSTRIES, ;NC: t ype a,mor_tt1t; by (J.Xt e recpt 2c)'7 ;7 SW BOONE:S FERRY R13 F'RMT 331. 00 .iaD QtF3/c:c:/95 85_269619 PL.CK 4 8C:. 7C J 5D 00/22/95 95--269619 WILSONVILLE OR 97070 5PCT $ 16. 55 JSD 08/22/95 95--269619 Phone #: 68,'2-9,2B4 F Contractor: SUFFER ONE, INC 10895 SW 5TH BEAVERTON OR 97005 t:'hone 4I . C-43--' 721 4 0. :i@ TOTAL Re g 57i 93 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Gia>,s Linea Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mvc hanical In!ap applicable laws. All work will be done in accordance Kith Heating Unt Insp approved plans. This permit will expire if work is not started Cooling IJnt 1 n s F' sithin 188 davs of issuance, or if work is suspended fer more Sti aft Inspect ion than 180 days. Hood Inspecrt ion Dl.tct Inspection �.. _.. _ _ .... .. F ire Damper Insp __. _ _._.,...._..._ Per•,mitteEl rr*-'"' hlisc:. Inspe(-tiorr Final Inspection Iss%teto Bya (Fall fur ins,pvctivn 639 -4175 1 i �.r PLANCK# U1 << „APPLICATION FOR ERMIT TO INSTALL FIRE SPRINKLER SYSTEM I BUILDING DIVISION, CITY OF TIGARD % 639-4171 G 'cl��o3�G r/ Date: PERMIT Valuation: : A: nt. Paid: Permit Fee: ' t - 5`"o State Tax: 3 Balance Due: �' 40% FLS: 125,coo 1 Flans must be submitted to the Building Division before installation. Three � sets of the plot plan, showing the layout and the location of the nearest a hydrant is required. I New Installation:_ Addition: Repair: Alteration: Completer Partial: Exitway: Basement: Hood & Vent: Spray Booth: IN EXISTING BUILDING: IN NEW BUILDING: NUMBER & STREET: 75-75- 10co,-7' S-1'- NAME OF BUILDING or BUSINESS: 'R010-4 ix I NO. OF STORIES: =� SIZE OF BUILDING: MM_OCCUPIED AS: !�MLT TYPE OF SYSTEMS: Wet: Dry: Combination: STANDPIPES: OCC.HAZARD: Light ORD.GRP.HAZARD 1 2_3 4_ Extra DENSITY _GPbI/Ft2 DESIGN AREA ft2 SPRINKLER AREA ft2 SPRINKLER ORIFICE SIZE: "K' FACTOR TEMP. RATING ( OWNER: ADDRESS: t � CONTRACTOR: CL, I iC -- �'--, l/ - ' z PLANS DRAWN BY: LAfM4S A)l�. "DRE N DRESS: Popp S� � � RENiA.RKS: SAW , 7aio APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of'I`igard. SPRINKLER CObIP.ANY: PHONE: SIGNATURE OF APPLIC,ALNT: i BUILDING DIVISION: E PERMIT VALID FOR 180 DAYS word\comd* \Areptrm ,. ,.,,.o<p7itt�iKA,�WMM1M1 1 f—� City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hall Blvd. APPLICATION, Permit # IACO -oU 31 Tigard, OR 97223 f (503) 639-4171 N ,, I o- •TM °Q" u9scripfion ,y 1 \, VAn Table 3A Mechanical,t36de OTY PRICE AMT 1) Permit Fee 0- -0- 10.00 , ) Job 7,-;,, �,�� ,5 ' �-t C.t.. Address i 2) Supplemental Permit 3.00 Furnace V `fjb 1 \K c 1) incl.ducts&vents 6.00 Furnace 100,000 BTU + caner 'c, 4 �`I/-C' �� 2) incl. ducts d vents 12i 7.50 Floor urnance V,1-1 CQ e 0 3) incl. vent 6.00 Suspended heater,wall eater— �'�- "• t C_�/C��l 4) or floor mounted heater 6.00 F en no me.in Occupant ` t• 5) appliance permit 3.00 ap epair of Fe—aung,re ng. _ b) cooling,absorption unit 6.00 doller or comp,heat pump,air cond. r�! 1 f , �.C„- 3 S`);1 / `I 7) to 3 HP absorp unit to 100K BTU �7 6.00 1 / _ boiler or comp, a pump, atr co Contractor _ �' S~1 8) 3-15 HP absorp unit to 500K BTU 1100 Boiler or comp, ea pump,air con 9) 15.30 HP absorp unit.5-1 mil BTU 15.00 // `” ° Boiler or comp, eat pump,air cond. 10) 30.50 HP absorp unit 1.1.75 mil BTU 22.50 -Tnere y arKnowleage that I have read this application,that the boiler or comp,heat pump,air con . information given is correct,that I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 37.50 of the ownar,that plans submitted are in compliance with State dr handling uni o laws,that I am registered with the Constniction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, Air an ing uni please give reason below.) 13) 10,000 CTM+ 7.50 tv\)hUon por e �l l F r\AJ( 14) evaporate cooler 4.50 Vent an connec 15) to a single dud 'i` 3.00 Ventilation system no 16) included in appliance permit 4.50 Hood served y 17) mechanical exhaust 4.50 Describe work new addition U alteration,alteration,U repair U Commercialor In stns to be done residential 0 non-residential _ 18) type incinerator 30.00 Existing use o —" er i.e.,woodstove,water —' building or property 19) heater,solar,cloth.is dryers, etc. 4,50 Proposed use of7 �r 1`� i�� '( ( � 20) Gas piping one to four outlets 2.00 building or property Type of fuel -oil 0 natural gas 0 LPG 0 electrlc)R 21) More than 4-per outlet 33 PERMITS BECOME VOID IF WORK OR CONSTRUCTION Minimum Fee$25.00 SUBTOTAL AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR S%SURCHARGE �G j IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL 7 � AFTER WORK IS COMMENCED. TOTAL Special Conditions -- Date i!:s.jed_ by /•f k04ECHPMT radaaM.r ! I J t 4F � S ■ ■ I r j I I I it I i e 5 ,9•..�rif ti •'M.,t 1 ^ � r ^ r t c .I r'r UF. 'I I fit 1r:�J, F,r r;F 1 'r f 11 V HIMILN I R t.JJ fir f NO. :�,,.;.. ,,f ►e�,'�� IA+:.GK FIMIJUN I It 63 idlalhl a l�i'I Y I.I..F:C'f F�11 & SUPPLY CO (44;H i-ft-JON r 1 N. ►ala 1�t)11h1 i;r; a 8070 SW N1MIa1JF'i PAYMCW DAR R ICo,,, 'r•'/95 ( BEAVE:EtTON OR �AABD I.V I'S[("1N l 97006 FrLrRPOt i (Ji 1 rf1YMF N 1' Hhd)I.IN I Pf I 1 ! 1't Ittl•t l:til !.ct PAYMI:.N 1 #AMOUN I CAH J D ` k+l.lJ t..[JIN() 'E:12M I11.If r�t5–(l 3 1f—;,.,._.._. _....6P....�� h 1....,..ttt j+j'�...1'.._` II I ■ �I f I t•'HIJLN I Y INN ` I I f 11'fIL NI41:IONi 1='111 fl I a 11'Y O 'I IfIARD 10-t+ IPYf IIF 1!t4Y•MFN I 14k.CEr IP't NLJ, rtwMr: n 111 1 111'11:, 1:hIC'. (AIGH fIMtllAr'If !t , jai 111W �4; lle*i,t �:l 11 1 1 1 PHYPIL.N I Dk 11, of I 14 11114 I.Jr< !i1.LhtU I.V Ili 11.1N n PtJRPI. SF (if I It rr 1y1t IA; t4MIJUN f 1'f11 11 PI IPPI,A III 1 '11 f hiF 1J 1 111'1I It 1141 111,1 1+ ME I,NfIN I lr#al PF. hit 1 411 1 i . Wo I 11 1 1 I r, Ill r• PLAN 1.FfE'il:A( P5 6 1 iI 1 1 1-'E-1OF'N I X I NN 91.575 SW LOI F ,r 1 i A1_ AMOUN 1 P0.411) ... t ;, ,,:7. 30 mm . ww ww, .«..*+.fw�gw� .rt NrSab�R {fiY!�1■!!1A .ncn m,.., nnnl hL �i (a CITY OF TIGARD BUILDING INSPECTION NOTIC� ` Inspection Line (Re,c�O-Phone): 639-4175 Business Phone: 639-4171 I Inspection: � �' �j; f r�,A Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough in Fireplace Post/Beam Struct. P 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 ^yp. Bd. -EI t. Date Requested: 5 Time: AM XM i Address:_( Builder: _Permit #� THE FOLLOWING CORRECTIONS ARE REQUIRED: i tr Inspector:_i� � � D:,te: ,24�PROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE Call For 9einsp. ` f �"A�„S•I�rr"+r"M.TI M."f1,':Ir'�1�.,'T...r .. .. ....N r• ` BUILDING PERMIT CITE' OF TIGARD F-�E TE I GUED:. . . . . . . . BUV+11kr • COMMUNITY DEVELOPMENT DEPARTMENT DATE I a5UE1): 0,7- 121/95 13126 SW Mall Blvd.Tigard,Orpon 07223+8199 {803)839.4171 PARCEL: j S j-'E,LIC-•04.7ON SITE ADDRESS. . . ; 035 5 5lti l_tlCUS i zj I SUBD I V I S I ON. . . . : LEHMANN ACRE TRACT ZONING: C- F' OLOCK i_.0T. . . . . . . . . . . . . :5 REISSUE: FLOOR EXTERIOR WALL CONSTRUCT ION- CLASS OF WORK. :NEW FIRST. . . . : of N: S: E: W: TYF-'II OF UGL. . . :COM I)EGOND. . . : s r PROTECT OPENINGa? ' TYPE" OF CONST. e 5N THIRD. . . . : f N. »i: E: W: w OCCUPANCY GRP. -03 TOTAL -- ~-: 0 sr ROOF' CONST: C=IRE. RE-T? OCCUPANCY LOAD: BASEMENT. : sf AREA SEEP. RATED: 1 C" 0R. : 1 iT. : ft Gr,RAGE. . . : o f UCCU rl=F'. RATED. BSh;T? : MEZZ?: RE:QD SETBACKS--.-------_.___»_ REQUIRED-»_____.__»._____._____ 1 FLOOR LOAD. . . . : ps f LEFT: fit Rua: ft FIR SPI'L: SMOK DE:T. . : DWELLING UNITS: FRNT: rt REAR: ft F•IR AL_RM: HNDICP ACC:Y 1 LrEDRlyll'-1. UnTHS: IMC', SURFACE-: PRO CORR. PARK IM, ' VALUEr. $ . 25500 , Re maks : Foal and spa Owner,: ___._._.__...____._._.___.___._______..,.____ .__. ._._.__.__._._.___ _.__ FEES ___.___ _ •__._.__. VIPS INDUGTRIES, INC tyJoe amol.snt b date r^ec.pt -9757 SW BDOt`IES F"ERRY RD F''RM7' $ 175. 00 JDA 08/21/95 95--269561 1 1=1L.CK $ 1133. 73, JHF 08/17/95 W I LSONV I LLE. OR 97070 F I RE. $ 70. 00 JDA 08121/95 95•-4'69561 Phone #: E562•_9284 5PC:•T' $ 8. 715 jDA 108 81/9 5 95--LIG9561. LCC, INC. 'THE OASIS POOL I 9975 SW TAYLOR ST. I PORTLAND OR 97225 F'hasre ft: t 50 TOTAL. Rey #. . : 606G1 -- REQUIRED INSPECTIONS This pe-ait is issued subject to the regulations contained in the Fie i n f Steel I n s p �.___.�• _ Tigard Municipal Code, State of Ore. Specialty Ccdes and all other Slat, I n s p j applicable laws. All work ,rill be done in accordance with Shotcrete final I approved pians. This persit will eApire if work is not Started Ih.i ac.:. Insipec_t i.on within 180 days of issuance, or if work is s•ispended fc- tore Final ITispe tion thar i&@ days. Pra •mitt:ee ;:i i.cFnratr�.rr�: Y " r Call fen^ inspeCtion - 639._•4175 i , k i I j 1. r viz �J t}ni it wtt t M,. t -� 90 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. 1 )�t� I've, Tigard, OR 97223 I 503) 639-4171d' ,1 Jobsite Address: 76 Office r rse n s Tenant: N_j("y t suite # r 5 Piandc/Rec # I Ear Valuation: S Permit# Owner: L� .S ��1.►Cu[J- .; �� <fe Map & TL # Address: ,�X1 l v '�J ��c Jr��'`i4� Approvals Required L✓• 3 ci l �� lC� Planning Phone: LC 9"C - i Engineering Other �....f..� w Contractor: �� _ q_1_�, Address: [77 5 T YPe of const: Occupancy class: Phone: / / Sprinklered? Yes No I Contractor's License # LF 0 (attach copy of cur nt Oregon license) Sq. ft. of project: ` e Contact name & phone: - � Z. - KE/ Story (1st, 2nd, etc.) / Proposed use: Architect/Engineer: �"f �d�1(F F'<Y / � ;e�tx't Previous use: _ Address: 7c S• I0. ec? •M , / �� l�l�� Note: Plumbing & mechanical plans f E/� must be submitted at time of Ll 6Z �y �. building permit application. Phone: JOB DESCRIPTION: r U I h Applicant Signature & Phone number Received by: �'? 1" ilrt v � y � Date Received: �jPi41p1�S�.;q;;MYs»M•,.. .. •• •.;�•y'SCFIsf'.4::i.'iw7%iJGNrLw:1.4;r.;,r'.:..• � r Permit# Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) - Plumb. Permit (PLUMB) Mech. Permit (MECH) --- State Tax (TAX) :- 4 Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: ` Plumb: - t Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) _ -- Parks Dov Charge (PKSDC) - I Residential TIF (TIF-R) - l Mass Transit TIF (TIF-MT) _ F Commercial TIF (TIF-C) i Industrial TIF (TIF-1) - — I Institutional TIF (TIF-IS) - Office TIF (TIF-0) Water Quality (WQUAL) - Water Quantity (W01,jANT) - Fire Life Safety (FLS) - ---�--- p-- Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) �r I TOTALS: tis. ' p• ail 4 - 05. 15. 95 0 '7 : 03 AM P02 0 'li e I V 1 CITY OF TIOARD April 20, 1995 OR100N Jeff Lackner L.C.C. Inc. 9975 S.W. Taylor 1 ' Portland, OR 97225 RE: Pool for Phoenix Inn Plan Check 04-8C I Dear Jeff: �Y w. Plane for the above project were reviewed for conformance with applicable codes . Please provide 3 sets of the following information to complete the plan review process : Provide gar, piping diagram for pool/spa heaters . 2 . Note 16 on sheet 2 does not specify aizc of and required high/low openings for outside combustion air for gas pool!spa heaters . V. Detaila for equipment venting. I Submit copy of Washington County Health Department review r letter. Since ly, y Dav d Scott, P.E. Building Official i DS:wh PRMOM DOCUMENT M P9 5_O 1,l 0\PC M 4 8 C.Doc i i .4 13125 SW Noll Blvd„ Tlgarcl, OR 97223 (503) 639-4171 TDD (503) 684-2772 1 � .� i c . , ' 77 , 5 r 05. 15. 95 07 : 0 ? AM P 0 3 WASHINGTON COUNT'1, OREGON May 8, 1995 r� i VIP Industi;ies, Inc. 29757 SW Boones Perry Road Wilsonville, Oregon 97070 ■ RE: Swimming and Spa Pool Plan Review Phoenix Inns, Tig" (95-9, 10) Dear Sirs: Your plans to construct a limited-use public swimming pool and spa pool for the Phoenix inn Tourist Accommodation, located at 9575 SW Locust Street fn Tigard have been reviewed and approved provided: 1) Tete equipment room floor is constructed of concrete and slopes to the floor drain, 2) The deck surfaces are either a light brown finish or exposed aggregate, 3) The bathhouse floors are slip resistant, 4) The spa pool cartridge t;lter is moved to a location where it can be easily monitored and maintained. When the work is nearing completion, we will need to be advised so a prelicenscing inspection can be scheduled. It should be noted, the pools are not to be used until they have received an approved vrelicerving inspection and a liceme has been issued, 1f you have any questions regarding the above, please contact William Ross at 648-8722, Very truly yours, DEPARTMENT OF HEALTH AND HUMAN SERVICES William M. Ross, t R.S., M.P.H., Supervisor Environmental Health and Sanitation r WRM:aat PIT I` c: Oasis Pools Department of Heafth a Human Services 1 S$North Flat Avenue Hpeboro, Oregon 97124 W Nu Inn Pinn' mn'm RAr\r1R4R 6 DI.... 1— ICA." ww7 uww t,FnMqu �w.».....a...,,.,.... Ir S J 1 � L I I Y F.W. I J C-30141) lot:v i i 1.11- 111.1YmL.1,�l I kf I 1 14MI A IN 1 : ?�,.s� r,, NAME a L-i AlKF�Ft, •JL�;FF � 1 t1411�_ll�l f : +,h. 00 i11:►1!(+1E:'f34i d 997`5 SIJ 1AYL. R F31FA k 1 i II.N1 liFiIF OV i -:114-o PORTLAND, f.:IFt ti1'Iri{r' PURV'OSAF 11F: PAYML NT AWi1'1111'd"f Pelf I� F'L�ltl'1J 1:, I i1 I'i1Yh11 1d I (4110111,41 E't-411) �IJIF.1)1.N1 F''F F2M i 7:x',. 00 `,•IIf Fl. 7 FIRE I..l f F.' GAF F Y Pt AN f'K 70. 00 f-i 11 E a P140f..N T X I i ti t 111.1E-19`, -N 1 10 dip,7`i ;N•1 I n 1�: , I i kl. L'i I I)I Ell_ AMOLIN 1 P(- 1 f 1, 1 �- s CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Re/c�-O-Phone): 639-4175 Business Phone: 639-4171 I Inspection- Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain rain/��" Plumb. Alarm Water Line Inscilation - � „ ech. Underflr. Insul. Shear Wall aypBBd�! Z"S -Elect. _ Date Requested: ,�} I \ ` � Time: AM PM ` Address:_ Builder: Permit # -7 THE FOLLOWING CORRECTIONS ARE REQUIRED: 1� Inspector:_ _ Dater:_ .�'J APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O Phone): 639-4175 Business Phone: 639-4171 j Inspection: Footing Sus . Ceiling Sprink. Rough Appr/Sdwlk Foundation Plbg. Underslab Mech, Rough-in Fireplace 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 Gyp, Bd. -Elect. Date Hequcat,,d: � l� (y� 9Time: AM PM Address: 7 Guilder: ------ Permit a: THE FOLLOWING CORRECTIONS ARE REQUIRED: --------------- 101, 7 7 Inspector — `APPROVED _DISAPPROVED K/ APPROVED SUBJECT TO ABOVE �� ll For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. c9TOF07u _ Elec. Hough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. . Alarm Water Line Insulation -Mech. Underflr. Insiil, Shear Wall Gyp. Bd. -EI ct. Date Requested: ( E _Time: AM -El ■ Address:_22L ` Builder: Permit #:af2l J y 6 :� THE FOLLOWING CORRECTIONS ARE REQUIRED: i 4ZUA Lr-. s Inspector: Date: G' 1/w _APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. i; 1 n ' � CCITY OF TIGARD BUILDING INSPECTIO N TICE Inspection Line (Rec-O-Phone): 639-417 Busines Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace r Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Bearn Mech. San. Sewer Gas Line -Bldg. ' Plbg. Underfloor Rain Drain ramin -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time:—AM PM Address 2_5 -�_ Lj-- C! Builder: C', [�� Permit !_Z—; L77 THE FOLLOWING CORRECTIONS ARE REQUIRED: Q� 1-7 Inspector: ZY— Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CIT OF TIGARD BUILDING INSPECTIO NOTICE Inspection Line (Rec-O-Phone): 639-4176 Business Phone: 639-4171 Inspection: 2 "kFooting Susp. ailing Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out KINac. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear W II Gyp. Bd. -Elect. Date Requested: � Time: AM PM Address: c� 7,5C lL Builder 6YI"FCS 0- Permit N: J `� �'' 7 7.3 r/ iaa THE FOLLOWING CORRECTIONS ARE REQUIRED: �iJ' - +�1-- r - -� CA / 7 InspectorDate:. APPROVED _DISAPPROVED —APPROVED SUBJECT TO ABOVE _Call For Reinsp r � � 1 ' I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: �,,sn Footin g . Ceiling Sprink. Rough-in A r/Sdwlk FoundationZ/Z�-t pp/IbUnderslPost/Beam - g. Top Out'/� Me ch in /,/�Fireplace y El e ouf� �✓ ( FINAL: Post/Beam Mech. San. Sower Gas Line Plbg. Underfloor Rain Drain Framing -Plumb. r Alarm Water Line Insulation -Mech. Underflr Insul. ear-' Gyp. Bd. -Elect. Date Pequested: �. y-&Z"L _Time: AM PM Address:_L 75- Builder: jBuilder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: i - Inspector:_ ' Date; - /�-•�� _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp, ° r. ��5l i ��tsrv> ", CITY Clf' 'f l l7nn, - E2E C.E IF'C OF F'A`IME=NT F7E7C;E .1 F,T NCI, t95-26904P- CHECK 95-•c'faE 04P-C;HEC;K AMOUNT a 111. 00 NAME=. a CITY ELECTRIC rfaS1-4 AMOUNT s 25. QlILI ADDRESS a 89,70 9W NIMBUS PAYMENT DA 11". : 08/10 915 x BEAVEFt'TtIN, Clfi SUBDIVISION s 97(fi08- PURPOSE OF F'AY ME=N I' AMOUNT F'A I 1J F='UF7F'q"+E: CIF" PAYMENT' nMOUNT PAID PLANCHECK C=E':•_......_�..._. _....._..,..,....._-r".'S. V►N. .._.-._.._._.._._._._...._......_._,.._.____. _.........,.__.._...._._......_ 9575 SW LOCUST St. - WHOFN I f INN - 8-38C, I TUT AL_. AMOUNT PAID - - -. c'S. 00 P• f�` I ► r p,-Yi rl Inti � t l >> 1 • �w � -.�•..i u•�',ori - '.h' � a 'd'J9loi .,r '� `1�,, t '.� `,�' ,j�Yq i, A',.�r: �' I. rr •1 M` 6 . r ��EnA t �fir •: • �• - "py r Ort:Yq,'`�• i t S ar t1 1� 4.. t � I Me M -00 7-7 w .{ ,71`�,%, a A •;r t x I ,h,: s.p C�erE '�vt�! � 'I af, e, !`s'f4! 3t" .I} y'i i'i1t ,it r:'!I!prt�'. 5!r ;41�1<.,('..l .�iA h G`' J.q j yy� v'I^` i IM�r1 4:►1 l' f:.f� h 7.'..,:1 ff, �;�'1� � 4 ��t;, w• � ..la „�3,,'{J��+i�r�i.,.f�1 Il�.�1 {fi sd l t� r{.n •,�y �ti i..�' � .,Ydi� �f" �'xS Il+:i¢ v .�r r.l1 ''t 41 � 'I w '�) t41'4.�kjT.h. A�7 3 f �,,,jai J j �� rP •✓ x' P f Ir m;°y��l�l y� �' I }��I i ,YMrN it i !v �. I t ; t, �, i. -+:r4 t'; i '.1r' 'Jt�r7 J r}'a•)L 1li'`l `� �'F�q`�`��.�e��d� I i1K ' ::,�ti`�hd{l+'fir xi7 4 r 11! aFaI1� .,. r J�,y pp 'ar ♦ rl 7 I .M r l`I ",.ii^� P ��... '� r.� 5 i�� $ u�; t� � .. "1 r !! a l.,�";t �CtI,Sf^��d�Tl �''� P'f•aca��k y!�'lys Ii ��''�I��I ir'�C rr 'y CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ i Footing Su . Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Undeislab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: 4 Post/Beam Mech. San. Sewer Gas Line -Bldg. i Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. r Underflr, Insul, Gyp, Bd. -Elect. Date Requested: Time: �—AM PM Address: Builder: Permit #:Loa ` �• � THE FOLLOWING CORRECTIONS ARE REQUIRED: i Inspector:_ Date: y- VAPPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Cell For Reinsp. � J Il pp�r.� �$ tOfC p6O I t �� • �* *� WP f �y AlItt 3r r �1 f7 f11 Q ' R7�. f t) � �'�f V� r'f � � • y 1, } Vi. ..www w�+.,�� {,� I 1 �� • p , i W w 1p j �t ..� ...� �i r � �\y � Iia pppp•,,,, f[ i j r� � � ` R f n 1 . c •• JI i dp OJ w M � IN 1 � f r w r . • �.' bl'S � 1 (•. f� fv ��'1 h It i :rn'�/U�Ywt+aRu�araO•t�r�WM Ma4A7�IMYly^• , r^•.wrylw�r "�FtlM:ra7twAlr�► MGM , It►'Vt1 4.:1I I'�f,. "1i ld(1( ? I �ili'tlI Idblo.) WONA W, � �r Qx =: = dr IInnir -,a�. �. qw I, w � I • ►+ry N (ti � t ``-..��• I � � � � Sys' , V �� R f s ♦ Not am \1 n o LO VVV r �yy ao 11 U'l LU L1.2ru A N N �2i X0-2 W • •y ►• F t J O�JJ yJ h^I ', Y1 ' LOO/U©O ' 3OVd A3-11Vn f411VIV111. 01 DNI S11NIrldWO.') woz�� tb: ei 38 , �� Jnr 'C�f1 9hL'OP1 86STOP-9F-0S 4- SSIId1 SSfil gr '' SF,,/TO/80 CIT,' OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 n i Inspection: 1 - _. Footing Susp, oiling Sprink. Rough-in �Appr/Sdwlk Foundation Plbg, Underslah Mech. Rough-in Fireplace Post/Beam Struct. Plb To Out 9� P Elec. Rough-in FINAL: Post'Beam Mech, San. Sewer leas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underilr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: I "<, r Time: AM PM � Address: `L 1 —�.L� Builder:_ Permit a: ,� 1 =1.-y._%� •ri THE FOLLOWING CORRECTIONS ARE REQUIRED: r Inspectcr: ,� •a----- Date: 4PPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone- 639-4171 & Inspection: _ Footin j Sus . Ceiling Sprink. Rough-in Appr/Sdwlk oundation Plbg. Underslab Mech. Rough-in Fireplace 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. rear W44 q Gyp. Bd. -Elect. Date Requested: - S _Time: AM �M Address: / -- l • Builder: (a 0 Permit q: THE FOLLOWING CORRECTIONS ARE REQUIRED: - I _6 l PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE 11Z Call For Reinsp. C ,1, ■ CITY OF TIGARD BUILDING INSPECTION NO iI ICE Ph' Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 -4171 I Inspection: Footing Susp. iling Sprink. Rough-in A pr/Sdw Foundation Plbg. Underslab Mech. Rough-in ire ce Post/Beam Strutt. Plbg. Top Out Elec. Rough-in FINAL: ■ Post/Beam Mech. San. Sewer Gas Line -Bldg. f Plbg. Underfloor Rain Drain Framin -Plumb. Alarm Water Line Insulation -Meth. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. a` Date Requested: -�( � Time: AM __PM Address: Builder(} THE FOLLOWING CORRECTIONS ARE REQUIRED: yo ,tee - Inspecaor: - - - -- APPROVED DISAPPROVED —APPROVED SUBJECT TO ABOVE Cal' For Reinsp. r- Q, k 4'rW ;1` 1f f AL !y / Community Development RESTRICTED ENERGY/ELECTRICAL APPLICATION 13125 SW Hall Blvd. PERMIT# Tigard, OR 97223 - ------ —--- Phone (503)639-4171 FAX (503)684-7297 DATE ISSUED_��_- � _ _ - - TDD No. (503)684-2772 I CSN �F T��AR� Inspection (503)639-4175 ISSUED BY -'1--- -- '— — PLEASE COMPLETE ALL SEC11 A ONS l 1. LOCATION OF INSTALLATION 4. TYPE OF WORK 9575 SO L ` Address RESIDENTIAL—Restricted Energy Fee . . . i,40,,Ql1 ,."if L) OZ ��Z�-3 (FOR ALL SYSTEMS) City State Zip Check Type of Work Involved: PERMITS ARE NON-1RANSEFRABLE ANI)NON-REFUNDAIlLF AND EXPIRE IF WORK ❑ Audit)and Stereo Systems' IS NOT STARTf D WITHIN 180 DAYS OF ISSUANCE()R IF WORK IS SUSPENDED FOR 180 DAYS. ❑ Burglar Alarm ■ ❑ Garage Door Opener' 1 2. CONTRACTOR APPLICATION /1 E3 Heating,Ventilation and Air Conditioning System' n Contractor ` 4 _t/I_e_r14riC Tvne C��c�F'�O1 I _ ❑ Vacuum Systems' ❑ Olher�___ Address _.1 �7Q Sw /Ji",6V S -- — - --- - Date_ /� i COMMERCIAL—Fee for each system . . . . . . . . . 140.00 T1_ (SI L OAR 91.9-260-260) Property Owner i ceIA)C_ ----_ _ Chec6;Type of Work Involved: Contractor's Board Reg. No. q T y Z 7 ❑ A•uiio and Stereo Systems" ❑ Boiler Controls Phone# JO (� �__�0 1 Z __.... ❑ Clock Systems ❑ Data Telecommunication Installations 3. OWNER APPLICATION Fire Alarm Installation ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation Address — ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control' _- El Medical City State Zip 1 i Thls permit Is Issued under OAR 918-320-370.This applicant agrers to make only 1:1 Nurse Calls l restricted energy installations(100 volt amps or less)under this permit and to cin the ❑ Outdoor Landscape Lighting* following: ❑ Protective Signaling ` 1. Only use electrical licensed persons to do Installations where required.(Certain residential and other transactions are exempt from licensing.These have ❑ Other_ asterisks(•).All others need licensing). 2. Call for an inspection when all of the installations under this permit are ready for inspection at 503.639.4175. ❑ Number of Systems 3. Purchase separate permits for all Installations that are not ready(or Inspection when the Inspector is out to inspect under this permit. •No licenses are required. Licenses are required for all other Installations. 4. Assume responsibility for assuring that all corrections r-quired by the inspector --are done,and 5. Assume responsibility for calling for a final Inspection when all of the corrections 5. FEES are completed. The person s' for this permit must he the applicant nr a person a. Enter Fees $ din FdU authori )incl the applicant (V h. 5% Surcharge(.05 x lotal above) $____ tgnh alre — ---�— TOTAL $ Authority i(other than applicant — ENERGAP.CHP t resrN,iYrN:+eu,w ,'ry•�t't+'..r�, _ ..,..tra:im,,,,�vro:vaN4Vy;IH'!�'PgBtt,.'sarv',4�{�.S4F1W1.M�:'6)�t�'.dV!"yiibCra:r'N.�i'd�i�lifiva'fiM�P :r�"%31?ro�Att;l!i� At'4PrLNiJ�QtMP;CaN,Y:AI9..�r,,. .. ^•+�MY�, q. F ` 1. y l� I 1 rte.• ,1: CITY OF T I CARD r ,'.. PF CE"I PT OF F'AYMENT RECEIPT NO. q 95-'r,68155 CHECK AMOUNT a 42.. 00 NAME e CITY FI._F._.,TRIC; & SUPPLY CCl CASH AMOUNT a 0. 00 ADDRESS a 10014 SW CANYON RD rAYMENT DATE a Qa7/1.8/9!7p PORTLAND, OR SURD I V 1 S I13N a � PURPCIGE OF PilYMENT AMOUNT PA I D rel 1pr?osr OF f",nYMENT AMOUNT PAM d E:'L.EG'T R I l",AL r'E=RM I T o0 bT. BUILD PFF? c'. 00 1 r s � 9•''37."5 SW LOCUST ST Iji_R95--0045 TOTOL AMOUNT PAID — ' I i -Aft, prg ',AYf t4 I + 'T�, - z , > a y r ti 1 f 4 'I, 61 6W CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: — S Footing Susp. Ceiling Sprink. Roush-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace 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. M." UndedIr. Insul. ` r ;i I Gyp. Bd. -Elect. Date Requested: �� ( �/ Time: AM �PM Address: Builder: P -7� THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Date: 3- 7-:r APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp 4 l f { h F, t Tj CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-g>yq" Inspection: Q+ v-j -�? 0 �' Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Ouf Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. r Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: ... _Time: AM PM Address: /r' _7 Builder:_ 0 (&S Permit #:,�L 2 —U '4 i THE FOLLOWING CORRFUTIONS ARE REQUIRED: I I I i Inspector: �� _ _ Date: 2 I ROVED _DISAPPROVED k"PROVEL) SUBJECT TO ABOVE �i Call For Reins . i�'k��ttir 47 r r r r �SF41+1�J. x{ f 4 I I 111 (EfX CITY OF TIGARD BUILDING INSPECTION NOT CE i I Inspection Line (Rec-O-Phone): 639-417.5 Business Phone: 639-4171 �, - Inspection: i Footing Susp. Ceiling Spri k. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct, Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. UnderfIr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: / Time: AM PM Address:_ C/ .jam_- L �� Builder:__CD Pvmit 7 7 THE FOLLOWING CORRECI-IONS ARE REQUIRED: ,tom •....... _,,. ._ �. .. .,;,, ,. Inspector: Date: —APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE __Call For Reinsp. -YT'!,"i' YI'} .n4 f I a I CITY OF TIGARD BUILDING INSPECTION NOTICE i Inspection Line (Rec-O-Foone): 639-4175 Business Phone: 639.4171 i Inspection: `L /�- y 1 .4– Footing Susp, Ceiling Spnnk. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct, Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach, San. Sewer Gas Line -Bldg, Plbg. Underfloor Rain Drain Framing -Plumb. + Alarm Water Line Insulation -Mach. Underflr. Insul, c3tiear W L Gyp. Bd. -Elect. Date Requested: Time: AM PM w Address: -- Builder:— Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: i I i I Inspector:- Data:_Z 7 11 (APPROVED —DISAPPROVtD _APPROVED SUBJECT TO ABOVE _Call For Reinsp. r 'I .. .. .._. - 1 u 4 i CITY OF TIGARD BUILDING INSPECTION NOTICE /— Inspection Line (Rec-O-Phone): 639-4175 Business Phono: F. 171�G/' Inspection: zz ti.. Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk s, Foundation PIbg. Undersiab Mech. Rough-in Fireplace iN Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Ur Jjw iioor Rain Drain Framing -Plumt(. Alarm Water Line Insulation -Mech. _. Underflr. Insul, —;hear Wallyp. Bd. Elect„ Date Requested: 2 l Timd'�A PM ■ i Address: c - Builder:_ L/ _ �� o,�� Permit - C.1 7 p r, THE FOLLOWING CORRE'TInNS ARE REQUIRED: Inspect _ Date: 1- Z �� (/APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. i 11444"111"""" f 1 1010 BUILDING PERMIT CITY OF TIGARD r�Cf?M:Tt r . . F;l..�r.':rl ••+ COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUE : ¢�C 13125 SW Hall Shid.TiprA Oregon 97223*8190 (503)639.4171 r, PARCI:-L: 10126DC-04700 Al L RL7Dra S. . . > w ::•7'i SW LOC OT ST !TU&DIVISION. . . . : l_CWMONN ACRE TRACT' ZONING: C_..r, 9LnCK. . . . . . . . . . .. LOT. . . . . . . . . . •. . . ." "" 13L,11E: FLOOR AREA:, EXTCRIOR WAIJ.. C:C1N,,"i RUCTION-- L.LASS Or WORK, :NEW r- I RST. . . . :7900 s f N. %i 1R s 1 i-IR E: 1 HR W: 1.WR T Ir'S CFLJOr r . CCOM ''Cr0Nri.. .. . . i^ ,00 f' PROTECT OPENIN(3^" TYPE OF CONST. :0 1 F9 fd TH I RD. . . . : 12500 5f N:iV S:N E:a N W.N Dccurf r4m, on,. :R1 Tr'TPL -* .:'-)043 s f" ROOF CO,.*-T:A r-I far:' RET? `/ ✓• i 7C;C-OPANCY LOAD: E3'; flF=CEMEN'T. : s f AREA SEG. RATC D IcT. :317 rt I ArArC. . . : f IC111U C;r, rc;YCp; 1}Ir ' i { BSMT? .N ME ZZ?:N RCQD 51 TBnCKS- _..__._.....__ F1EC�LJZRED -- ____.____...__._•.... j r-1-^,L1R L-DAD. . . . ; 40 pi LrFT., f-t Rrj11T. Ft; "I R 3rl"'_.'') SMCJi I31"T. . ^IdC't_LING UNITE. r'RNT: ft REAR: ft FTR nL.RM:Y HNDICP ACC,:Y ;►1 l; SA,HG: IMP OURFAC:C:00 nno CCPR:Y PARKING. •ALUE # 3 46E 00 _. ._.._. ..__._ _._......_.. _..�..._._.__... ._._, _._._. ...__.�._ i C __._•.._.__..__._. .._ __ IPF, IND1J,7)TPI17:.�, INC. 'tYf3e aimokmt t:,y date rec:pi; W DOONES F5PPY RD PRMT $ 26!5. 00 JD 0"r; 1/9r 9`5-•26f.,d�1 r•TRC 1 10610-0 ,TD 01r11":1 i9S ":LSONVILLE OR 97076) 3 P C T t 13. x:5 JD 05/wi/9 ;INPORT r'Tfa;c Sr'RTNII LCR3, 1^IC. w101 NE liver r H AVE STC' 00 VANCOUVERWA 906fl2 �._......_._.__.___ ....r._.__._._—.,__..__._. .__. ._...._..._._._..___._. C'h ran e 0% 206 98183 $ 3A4. Cw TOTO1._ 07143 farIQU I RE D I N PECT I ONS This pe;-eft is issued sub-):ect to the t•e; : 1'i3ns contained in the Gpr int.t er- Ratt[Ifl-• . Tigan. Municipal rode, State of Ore. Spe..•_.:ty Codes and all other C3Rr•:inkler• r-Ana l ' applicable Laws. All work +ti11 be done . a:cordance with approved plans. This persit will expire it wore. is oat startid within 168 days of issuance, or, if wore is suspended for sore than 182 days. ' /�' f'`� all fa:, inspt�cticin — CN39 -4175 i i PLANCK* APPLICATION FOR PERMIT TO INSTALL FIRE SPRINKLER SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-4171 Date: �, PERMIT 1t Valuation: Amt. Paid: ' Permit Fee:: Z�� ' ( 5% State Tax: 13.2-5 Balance Due ?�� + Z 40% FLS: _ • T Plans must be submitted to the Building Division efore installaCi6n. Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required. New Installation: Addition: Repair: Alteration: Complete: Partial: Exitway: Basement: Hood & Vent:_ Spray Booth: IN EXISTING BUILDING: IN NEW BUILDING: NUMBER & STREET: (A-L) L.C'(',�1�� NAME OF BUILDING or BUSINESS: NO. OF STORIES: SIZE OF BUILDING:_, OCCUPIED AS: TYPE OF SYSTEMS: Wet: Dry: Combination: STANDPIPES: OCC.HAZARD: Light ORD.GRP.HAZARD 1—2—3—4—Extra , DENSITY GPNL'Ft2 DESIGN AREA ft2 SPRINKLER AREA ft2 SPRINKLER ORIFICE SIZE: "K' FACTOR TEMP. RATING OWNER:_ _ ADDRESS: CONTRACTOR: -- PLANS DRAWN BY: ADDRESS: REMARKS: APPROVED permits includes only work described above and/or on pl--.+ and specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of Tigard. 1G, fi�� •r�� PHONE: SPRINKLER COMPANY: `�. SIGNATURE OF APPLIC,�vT: BUILDING DIVISION: PERMIT VALID FOR 180 DAYS ward\mmdovflrepv m L41p.. vn is+n:'rM 05-24-199` 01:43PH FROM SUPER OHE INC Ti_i 12062565886 P.02 P"NCK# �rX APPLICATIONrFRE Z'T b S FIM SPR R '�EIN D CION, F TIG X39_ 1 i Date: `� i�- � P+ER14tIT w V� Is-om Valuation: !ki=lt. Paid: _ Permit Fee: a+= _ • 3`."o State Tax: 5 Balance Due: '�`� Z.`7 -'' •104'a FLS:_��L /�'•cti�- Plans must be submitted to the Building Division efore installation. 'Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required. New Installation: 1✓ Addition: Repair: Alteration: Complew Partial:___,_, Exitway: Basement: Hood & Vent: Spray Baoth: IN EXISTING BUILDING---..IN NEW BUILDING: vvrtaE� STREET: NAME OF BUILDING or BUSINESS. - Aff�.cJ�k lAI& NO. OF STORIES:'SIZE OF BUILDING: OCCUPIED :kq:gL_�Q T� TYPE OF SYSTEMS: Wet: Dry: Combination: STr13'IDPIPES: OCC.HAZARD: Light s_✓ ORD.GRP.HAZAftD 1__2_•3—4—Extra D1vNSITY 'Z,5 GPINI Ft`? DESIGN :1REA_L950 ft:; SPRINKLER A.R.EA /yliL SPRINTU ER ORIFICE SIZE: "K" FACTOR_ y��TEMP. RATING /5.S . OWNER: -5 46iO,g�,-/1 Qdje- T_ ADDRESS: /OS 4_S S w 1722& Is Ei¢(rd>r.l7a� O��ON CONTRACTOR; s (vl0 /2 7 14VE. P"NS D&M"l BY: 7- A.DDR•.ESS: 114"V6e q lie.iC I w k RE`L�R�{3 APPROVED permits includes only work described above and'or on plans and specification bearing the same permit number and will ,:omply with all applicable codes and ordinances of the City of Tigard. E , SPRINKLERCOMPA-N' : ` r `, ��` •_ �`�`�\u"�_ PEIONE: .�a.�b a`��_ 0M Y4y SIGNA'IiC;RE OF :APPLICANT: BLIT DING DIVISION: PETMIT VAL,XD FOR 19n DAYS 4 wrd�mmdevl Erearll TATAL P•02 1 dglNt,�sy9� wr 1 I_ i f � r I TY OF T I OARD RFCt'1•{''.,T OF Pl1YhIF NT F1f:'f:E I OT NO. CHk'CK AMOUNT NAME: a VANPORT FIRE 1,33PW I NKLE_RS CA';{I AMOUNT a Al)I�F1E fir PAYMENT Dn'rF o5/3.t/95 6101 NC 127TH AVE: SUBDIVISION a VANCOLIVE,k 1.I:1 98668-• PJRP09E: OF PAYMENT AMOUNT PAID PURPCISF. OF F,AYMF.NT AMOLIN_f PA:11) HUX{..fllNfa �FC+M 5••-ol I7 --;- i,--W EiT...., ,U.IL..b...`� _....•__ , _. ___ 1?,. c:`i 1. FIRE: Ll!:—r Ll!:-rS AFwY PIAN CK 10A. 00 6 9575 SW I-OCUaT r_;I. PHOENIX INN v , TOTAL, PMOUNT PAID - > 364. 2'.) I t Lp l 4 ...T ... ,-.. ......•«•v_avw.u.m....avwinr,, S::yAry.M•WM ..,...- -y,.y. 2f CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line` (Rec-O-P'„me): 639.4175 Business Phone: 639.4171 Inspection:_ Footing Susp. Coiling ,;prink. Rough-in Appr/Sdwlk Foundation Plbg. Undors!ab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top &It 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. �3tl�ear Wall Gyp. Bd. -Elect. ` Date Requc},ted: Time: AM _PM `I Address: � Builder: Permit #49E <- C -47 , THE FOLLOWING CORRECTIONS ARE REQUIRED: '�- / t � a 1,41 '., 1 e or e 1 N }L"�� Inspects r. Date: L ! 6 APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. i 1 I}: w. ...n i. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone)-639-4175 Business Phone: 639-4171 r Inspection ,/ 1C.2 Su Footing ✓ sp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace 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 Gyp. Bd. -Elect. Date Requested:_ CL/-Z Z- �j _Time: AM r—PM Address:_ 5 S c-G '] _ ■ Builder: ,( . ' �i __Permit : 77 THE FOLLOWING CORRECTIONS ARE REQUIRED: Ea -- s •�i I i i q•. Inspector:__ _ Date: r- �V _APPROVED —DISAPPROVED _ APPROVED SUBJECT TO ABOVE -_Gall For Reinsp. E' ! (1 w 1 1 7 I DEPARTMENT OF LAND USE 3 TRANSPORTATION I WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,OR 97124 COUNTY, INSPECTION REQUESTS: 503/640-3561/693-4415 OREGON XXXXXXXXX---7 640-3470 ?age 1 of ! Date = 05/9.9/95 Time 09 : 54 1✓ermit Type Commercial Electrical Permit Permit # 050677J6 Pecnlit Status APPROVED Applied 05/15/95 ' Situs Address 9575 SW LOCUST ST TI Issued 05/19/95 � hermit Titley PHOENIX INN Completed Permit Oescr . To Expire 11/15/95 project 'Title 6t'K - ELEac /'TEMV SEi; v Project #1 P00462bfi +� Project De scr . * ENOSION Marcel Numbc't: I Land Use District valuation U Legal. L)e s(:,r , Uwrler Construction k P14 Applicant Name C'I'TY ELk:c:'1RIC !. SUPPLY Classification : 9UO Applicant A,l.:r. . ' 10014 SW CANYON till Occupancy : R3 PORTLAND, ON 9722y Validated by 1 1•'H Ak,Piicant:. ptolie: LW'2--9664 Inspector Arra = t'ee description Unitas Fee/Unit Ext fee Data. Servize/E'eeder: 200 amps or less 6 60 , U0 :360. 00 r 201 amps 400 amps 2 80 . 00 1150 . 00 Over 1000 amps or volts 1 340 . 00 340 , 00 Each branch W/ Feeder [Enter #) 24b 5 . 00 1225 . 00 Subtotal Electrical Fees : Z085 . ()U State Surcharge of bt 104 . 25 ° 1✓ir3n9 !review t'ee: [ Y=YES j b21 . 25 Y Total Eiectr ical k'ees : 2'110 . 50 *y Fees Required Nees Collected & Credits **� Method Check # Receipt No. Date Payment CK 7141 Ub/1b/9b 21710 , 50 Fees : 2 ,'110 , 50 Adjustments : , 0 'Total (-'r-edits- . 00 Total t�'ees : 2,'!10 , 50 'Total pa,iments : 2 ,'/1U „iU Balance Uum : « 00 r J x NOTICE: 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, the permit becomes null and void if construction Is Interrupted for a period of 180 days. I certify that the Information presented by the applicant and his agsi.t or agents In support of this permit is true and correct to the best of our knowledge. I acknowledgo that the Building Department's reliance upon false and misleading information may Invalidate this permit. All provisions of applicable laws and ordinances governing the construction and use of this building or structure whI be compiled with whether or not specified on the plane or noted on the plans correction sheets. I acknc.. -age that the granting of a permit does not grant authority to access private property or to use easements. I further acknowledge that the use or occupancy of the structure or building permitted depends upon my calling for Inepectlons at various times during the process of construction end the building Inspection staff verifying compliance with the various codes. Use or occupancy of the building or str ntum permitted prior to approval by the Bullding Department Is solely et the risk of the applicant and such use or occupancy Is revocable until all Inspection requirements are satisfied and approval Is given by the Bultding Official. I further acknowledge that a Ilan may he placed on the title of the property upon which the permit Is Issued r specifying that the use or occupancy of the bullding or structure Is provisional and ravocabie until the satisfaction of all Inspection requirements. APPLICANT'S SIOWA7URE 7. ..,_ .'l. .. ,.. Y, , b11i0'i ........... ... ......,•.i- . �r.,.r,y .. .. ..., ..:„eh l,pb'T.f...- :MI.,;T,��y,.p'r,'...,,...,�12.,NrWA,.liyi,�n.. . .... 4 WASHINGTON COUNTY ELECTRICAL P E R IDI IT Department of Land Use & Transportation Electrical Inspection Section APPLICATION 155 North First Avenue, N350-12 Hillsboro, Oregon 97124 Inform iflon: (MI 640.3470 Fax: 503 893-4412 project/Permit / /y,�J��J� c. r. PLEASE PRINT Number — /0 (!1 i'ate Date 1. Location of Installation through 4. Complete Fee Schedule below Please complete all sections,Addresa 91rn 15 !W, 4Qe 2s-r- S Numb, -f Inspections per permit allowed Buildingg Service included: Items Cost(ea.) Sum Cit le Suite No, _ Tenant a A. Residential-per unit i (if commercial) — > �/�� _ 1000 sq.ft.or less $110.00 _ 4 1 Each additional 500 sq.ft -- Tax Lot__— Map No. - or portion thereof $25.00 — Limited Energy $25.00 _ _ 1 Thomas Map Book: Page:. _ .v__Section: Each Manuf'd Home or Modular ` Directions_ Dwelling Service or Feeder $68.00 2 B. Services or Feeders Commerciay� Residential❑ Installation,alterations or relocatio 200 amps or less $60.00 2 ti n only: 201 amps to 400 amps $80.00 2 2a. Contractor I s ally o y 401 amps to 600 amps $120.00 2 Electrical Contractor li 'l}y lr 601 amps to 1000 amps $180.00 2 AddressO 00 Over 10amps or volts —I— $340.1X) ��`{D 2 Date .�Ob Nth fiber _ Reconnect only $5o,00 2 Property 9W:,C1Jaz7::� 1A)4• r Contractor's License No. 2 ___ C. Temporary Services or Feeders Contractor's Board Reg. N0. -- _ Installation,alteration or relocation g 200 amps or less $50.00 _ 2 r 201 amps to 400 a.-ps —.— $75.00 —_ 2 Signature of Supr. Elec'n 401 amps to 600 amps $100.u0 2 License No. � _ Phone No. Over 600 amps to 1000 volts see V above I 2b. For owner Installations: D. Branch circuits Now,alteration or extension per panel PrintOwner's Name Phone o. a) The fee for branch circuits with purchase of service or feeder,P . — _ --- Each branch circuit 1 $5.00 z Z _. 2 I b) The fee for branch circuits without f City State —zi—p -- purchase of service or feeder fee. First branch circuit $35.00 — 2 The installation is being made on property I own Each add'nl branch circuit—_ $5.00 _ 2 � which is not intended for sale, lea-3 or runt. E. Miscellaneous (Service or Feeder not included) ! Each pump or irrigation circle__ $4000 2 Owner's Signature Each sign or outline lighting $40.00 2 I Signal circuit(s)or a limited J 3. Plan Review section (if required) energy panel,alteration Please check appropriate Item and enter fee In section SEI. or.xtension $40.00 2 _ 1 &2 family dwellings over 320 amps s/c meter F. Each additional inspection over the allowable _ 4 or more residential units in one structure in any above Per Insppee thection $35.00 _ Service over 225 amps; feeder 400 amps or more Per hour $55.00 System over 600 volts nominal In Plant $55.00 _ I Building over 3 stories in height Building over 10,000 sq. ft. 6. Fees ec, Occupant load over 99 persons A. Enter total of above fees $ 108 %Aanufacture(. Structures Park or Recreational 5% Surcharge (.05 X total fees) $ /&)q-z5 I' Vehicle Park; new, addition or alteration Subtotal $ !1_—!--� : Classified area or structure containing special B. Enter 250% of line A for 1 occupancy as described in N.E.C. Chapter 5 Pian Review if required (Section :3) $ ---' --� Subtotal $ to_ Submit 2 sets of plans with application where any of the Less Bulk Label Fee $ above apply. Not required for temporary construction services. Balance Due $ 271Q"�o P For Inspections call This permit becomes null and void H the work authorized by the permit b not commenced 640-3581 or 893-4415 wtthln 780 day■from date of la■uame,of such permit or M the work odhwized suspended or abandoned at ant time atter work is commenced for a period of 180 days. 24-hour recorder,(,,to work:--,day in advance of need Elecirical Permfta ars non-refundable and non-traneferetde. 5/93 0111 loom i. DEPARTMENT OF LAND USE 6 TRANSPORTATION LAND SERVICES DIVISN WASHINGTON 55 NORTH FIIPSTDEVELOPMENT H LLSBORO,OR 9712 4 I COUNTY, INSPECTION REQUESTS: 503/640-3561/693-4415 OREGON XXXXxxxxX-'•-> 64U-34 i0 Page : i of 1 Date : 05/15/95 'Cime 14 . 56 hermit Type : C:o,+smercial Electrical hermit permit # 05067738 P(:xIll it Stiii tu:s PENDING Apr)lied 05/15/95 ' bitus Addreos 95'ib SW LOC;US'1' S'J' 'I'l Issued : Completed Vtermi.t 'Title 1'h�1_)EN1X INN I'o Expire s h(--rmit. De 3C. . vruject 'Fitic: Project # I P00462bH ' * ERUS ION ' i-,ro ject Deed . E'�trcel Nunit+C'r Land Use Distrir.t s Valuation t) 6 1,egai Descr . 5 �iwrser Construction 4:P14 Applicant Name C'I'TY ELEC'J'RIC: h; !SUPPLY Classification 900 Appiic•ant Ad(ll . . 1U014 SW CANYON LAD Uccupancy R.) POR-PLAND, OR 97225 Validated by PH �q)plic ant Phone : ',92 -96b4 Inspector Area __.Vee-description __._______. . __--- - - -- Units Fee/Unit.- WExt`fee --Data Service/t''eeder: 200 amps or less b bU , UU 360 , 0U 2()1 amps -- 4UU amps 2 SU . UU 1b0 , 0U Over 1000 amps or volts 1 340 , 00 340 , 00 Each Branch W/' Feeder [Enter # .I 24b 5 . 00 1225 . 00 Subtotal Electrical !'eesI 2085 , 00 # state Surcharge of 5% 104 ,. 2b Plans Review Fee : ( Y-YES) 521 . 15 Y ggTotal Electrical Fees : Feer Required ***__ --_***_- -_^Fees�Collected_ix- Credits-...____*�* Method Check # Receipt No , Date Payment C.I. '1141 Ub/15/95 2,710 . 50 1'U'1'AL 'i"HIS UA'1'!' 2,710 . 50 poses : 2 ,710 . 50 ACJ justments : . UU Tat= 1. Credits : UU $ 'Total Fres : 2,'%1U . 110 1.'otciI Payments : 2 , 71U . 5U : balance Due: . 00 } 1 r'' F ;1 NOTICE: This permit becomes null and void If the work or cotmtruction for which It Is Issued Is not commenced within 180 days. Once construction hes started, " the permit becomes null and void If construction Is Interrupted for a period of 180 days. I certify that the Information presented by the applicant and r}. his agent or agents In support of this permit is true and correct to the best of our knowledge. I acknowledge that the Building Department's reliance Upon false and misleading Information may Invalidate this permit. All provisions of applicable laws and ordinances governing the construction and use of this building or structure will be complied with whether or not specified on the plans or noted on the plans correction sheets. I acknowledge sties the granting of a permit does riot grant authority to access private property 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 various times during the process of construction end the building - inspection staff verifying compllsuce 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 s Ilan may be placed on the title of the property upon which the permit Is Isnued specifying that the use or occupancy of the building or structure Is provisional and revocable until the satisfaction of all Inspection requirements. APPLICANT'S SIGNATURE i y. 1; CITY OF TIGARD BUILDING INS CTION NOTICE kl Inspection Line (Rec-O-Phone): 639.4175 Business Phone: &31 -4171 i � Inspection: -d-1j, L��_4=L4 L' ooting Susp. Ceiling Sprink. Rough-in Appr dwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: 1 I PostiBeam Mech. 'ewer � Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underilr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: S / Time: AM Address:7_- Builder: �—Permit #: 'U��7 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: pt `a( –G } r i Inspector:_ _ Dater APPROVED —DISAPPROVED —APPROVED SUBJECT TO ABOVE Call For Reinsp. a is ................ TICE '- %1-iz4l:o-r�u�.a1.4�i�7( CITY OF TIGARD BUILDING INSPECTIO —+—■�" Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: -�J C� U� -1-41 Footing Susp. Ceiling Sprink. Rough in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. t Alarm Water Line Insulation -Mech. ra Underflr. Insul. Shear Wall/ Gyp. Bd. -Elect Date Requested: Z7l �� Time: AM �6M� Address: e,, ' Builder: C7 _Permit # i . THE FOLLOWING CORRECTIONS ARE REQUIRED: 0 s {. i r b11' Inspector: ��/ Date: /APPROVED —DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. a ) t'. .k 1 a' ri I r: CITY OF TIGARD BUILDING INSPECTION NOTICE InFpection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in q ppr/Sdwlk�1'Uq Foundation Plbg. Underslab Mech. Rough-in Fireplace 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. I k* Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: "� Time:_LAM PM Address:_ _ � ��-�--2 ��-- Permit #: ' ,� 77 THE F01-1-OWING CORRECTIONS ARE REQUIRED: _ I Inspector:_ v Date.- APPROVED ate_APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE �+riRq, r ._Call For Reinsp. I�.I'F "'1'� �k/"T �f�!''1'1 y'�''Y}�7 1 ' Fi"7i �1 �'+�V7rP (0� 1 L ''"• l 01`11.; �{"tiP� I�' �'{Aj Wf SL' dh L,��'. I C' r� 's vT�, 'l•,In1 � ds .. i W-4 r r yt i� �� ' !II� sn jM Rt r!it I �il� ; " tr p � +�t�'�f fr ` '+Y�"t➢� � I '4 rL r ; vr v -3 �-'y v I � 4i,�j�F�} l v ff'�r F�A Ft�4f I' igt � � �= nl+ �• .err �i7, �r rfi�. L"�,�,i"•'2 t4,rt � ' tti,F .'� � i 14 foo pip, ij DEPARTMENT OF LAND USE & TRANSPORTATION LAND DEVELOPMENT SERVICES DIVISION 0350-12 WASHINGTON155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 ' OREGON INSPECTION REQUESTS (24 heure): 503/640-3561 or 693-4415 Permit 11 : 050620if' FrajaC-r_ # P0046;458 Status APPRCNET� Paf 2 Applied ' 12/20/94 Issu`.3d 12/20/94 Expires ofi/18/95 05/05/9 COMELEC Permit Title PHOENIX INN - l TEMP SERVICE OTH i Description Begun '12/15/94 Job Address: 957ri SW LOCUST ST TI Owner Name R*qj on � Alplicant. Name : CITY ELECTRIC h 'SUPPLY , Phonse numDo?r 292-9664 Valuatlun 0 Approvad --- i q Inspeci-or C,ovivie ;ts —Rejected IVR-RE GULT3 REQUEST ERROR' l.i�"'��.,c•�f 10 r G�r_�l�ri *��' A Plumbing - — _ Me c h a r.i cal _..---.•_---____ —_._..----- __.___._�__.....________.__..__ __ .__ .. ___ __ _ .______ r, Electrical : i` Structrual f 1 � General M III spe<.ted by _ p.3►. �'ti� -_ ti Inspection R�quN:3tel ► Pool 0407 E AP DN IVR 05/05/95 RI RIIVR 26-269(_ ' ; It :r Y,. C rj N *} f DEPARTMENT OF L%ND USE & TRANSPORTATION LAND DEVELOPMENT SERVICES DIVISION #350-12 WASHINGTON '- 155 NORTH FIRST, HILLS30RO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Permit # 05062036 Project. 4 P0046258 St.at.us AC-'PROVED pale 1 of 2 Applied 12/20/94 IEt-uEd 12/20/94 Expires 06/18/95 05/09/93 05 . 02 , C OYIELEi Permit. Title PHOENIX INN - 2 TEMP SERVICE UTN Dercriptic,n Requn 12/ IS/44 Job Address 9575 SW L(-CLI ;T S7' TI 6 Owner Name Region Applicant. Name ITV ELECTRIC k SUPPLY Phone number 292-9664 valuation a Arrroved_ _ { Inspector Comments Re )rcted_ _ ! /R-REt:1.1 TS REQUEST ERROP ! I Plumbing Merhanical ! Electrical w Struct.rual Tnspe taa by Date S- 7 41 I,.sI.��ti�:�n RN�uestN�3 pool 0407 F >.r IN 05/09/95 RI 1111VR 2b-2890 05/0;/05 RI ItIIVR 26-2890 0'./0�,/95 DN i'v DNIVR LCIT6 kk— R , y n s k rc i TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Oriffth Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-24Ci9 • 1- 526-2518 1 i May 8, 1995 Joe Wilson 4 Vanport Fire Sprinklers, Inc. 610:1 N. E. 127th Avenue, Suite 200 Vancouver, Washington 98682 Re: Phoeni.x-Inn _.- - 3575 S.W. Locust ��--5�3A3A-35c3-000 Dear.' Mr. Wilson: This is a Fire and Life Safety Plan Review and is bared on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the I uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Submitted plans for the above captioned project are conditionally approved subject to the following items: 1. Adequate notification for inspections shall be provided to the City of Tigard Building Department util.izin1 the inspection request system or building permit number. 2 . Plans, may be picked up from the City of Tigard along with I obtaining the proper building permit. l If I can be of any further assistance to you, pleases feel free to lI contact me at 526-2502 . ; 1 Sincerely, Gene Birchill, D M Plans Examiner GB:kw cc: City of Tigard Building Department i �1 "Working"Smoke Detectors Save Lives is y.r CP y .e' M! i 'l + W✓, t f y JS ti r til i r"d »7 1 fly�, t' _ �, 441 if, i , i �rMrcn /mminnnn AVrn vI Ic inuuns111 vnN� w 10895 S.W. Fifth - Beaverton, Oregon 97005 (503) 643-5721 RF.CIF CUt9r,�;nry utVl-.IUPMENT � INJED �T t c A-�� c)F- �G i3 'p►,1 �p�� " blv gj I t. -- o I G 7 ,Q- Y OF TIGARD BUILDING INSPECTION NOTICE ion Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: 9tin ,/jCt,-Zll t Susp. Ceiling Sprink. Rough-in Appr/Sdwlk F_wf1 Foundation -- Plbg. Linderslab Mech. Rough-io Fireplace Post/Beam Struct. Plbg. Top Out _ Elec. Rough-in FINAL: Post/Bearn Mech. San. Sewer Gas Line -Bldg Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation Mech. Underflr, Insul, Shear Wal Gyp. Bd. -Elect. r Date Requested: > _ Time: rC I AM PM r Address: a Builder:_ Permit #: �-�'�jq�,�(J�-cf y" THE FOLLOWING CORRECTIONS ARE REQUIRED: c Ll / -'Ct G U I Inspector: `.'G Date: I /,<PPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE u _Call For Reinsp. '.r r s I. t , i i ";.6; CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line Hie .O-P nn): 639-4175 Business PhRne: 639.4171 t Inspection: T _ ) 0 . Footing Sus eiling Sprink. Rough-in Appr/SJw4lk Foundatior, bg. Underslab Mech. Rough-in Fireplace Post/Beam Strum. Plbg. op ut Elec. Rough-in FINAL,- Post/Beam INAL:Post/Beam Mech. San. Sewer Gas Line -Bldg r Plbg. Underfloor Hain Diain Framing -Plumb. rti� Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:-' S TimeXAM —_PM , Address: 7s- Builder: s Builder: Permit # f1,,., 2 -- •moi C� % t THE FOLLOWING CORRECTIONS ARE REQUIRED: G 1 Inspector:_/� f � Dale: i '-;&PPROVED _DISAPPROVED _APPROVED SUBJECT TSO—ABOVE __Call For Reinsp. i ah � Sf xll .1 A. I M ,....;: ~ CITY OF TIGARD BUILD GINSPECTION NOTICE t Inspectior, Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 �^ /Lp - - - 7� --�-- InsNection: — Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk r-EQundation Plbg. Urderslab Mach. Rough-in Firoplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach, San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr, Insul. Shear Wall Gyp. Bd. �-Elect. –1`CJ — Date Requested: �a j '� Time: _PM Address:-_!�L17- — Builder: i - -�– _Permit THE FOLLOWING CORRECT ONS ARE REQUIRED: j Inspector: — Date: � APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE x Call For Reinsp. TP. 41 a. f f f CITY OF TIGARD BUILDING INSPECTION NO ICE Inspection Line (Rec-/O-Phone): 635-4175 Business Phone: 639-4171 Inspection: ✓�-F': "✓.P CYC E�rL j �d L"yt�.- Footing 5dsp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-ir. Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. ■ Date Requested: Time: AM PM Address; Builder: Permit rY:�' .'� �U). 77 THE FOLLOWING CORRECTIONS ARE REQUIRED: j trpi{ j5 s Ode i 3r F 5 t3 ' fr�M 4 ff Insprctor._�y/ ,0AFPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE L 7 AJ _Call For Reinsp, 11MrDM{aA1�59t4w,r .:. 4 CITY OF TIGARD P_Xe_,eK �-��- COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (508)839.4171 PLUMBING PERMIT PERMIT #. . . . . . . : PLM`?4 0246 639-4171 DATE ISSUED: 04/21/95 e PARCEL: 1 s1'"'ODC..k" 10 .il E. ADDR,:.f"a5. . „ ; 0')575 SW LOCI_)ST rT CUM)r VISION. . LEHMANN ACRE TRACT ZONING: C--E' e BLOCK, . . . . . . . . . LOT. . . . . . . . . . . . . :5 CLAUS Or'- WORK. . :NF:W GARBAGE DISPOSALS. . MOB I LC HOME SPACES. TYPE: OF USE. . . . %COM WASHING MACH. . . . . . . :2 BACKFLOW PREVNTRS. . :3 OCCUPANCY JRP. . : RI FLOOR DRAIN7). . . . . . . : 7 TRAPS. , . . . . . . . . . . . . : aTORTES. . . . . . . . ..3 WATER HEATERS. . . . . . . 1 CATCH BASINS. . . . . . . . LAUNDRY TPAYS. . . . . . c sr RAIN ::r AIPJS. . . . . SINKS. . . . . . . . . . :27 URINALS. . . . . . . . . . . . : 1 GREASE TRAPS. . . . . . . . ' LAVATORTC S. . . . . .77 OT1-IGR r-IXTUREG. . . . . . TUD/SHOWERS. . . . 156 SEWER LINE (ft) . . . . : 100 14A11-R CLO)E:T S. . :60 WATER I_I NC (f t) . . •, : 1 la�� DTSHWASHERG. . . . : RAIN DRAIN Remat-kw: A r-eyue5t 'for- 39. tre Development Review ,appi-ov,ai Voa- a 54 to 56 unit mut;c. 1. Comprehensive Plan: Comrner^cial Pr-ofessional (C--P) , Zoning : CommerciaaI I" ; ufes5ianzl (C-P) , Lor_ation : 1)~75 SW Lacl_tat StveEet (14CI-M 111 "-EDC, ':ax Jul !�-7 and 4701 ) . ONSITE WATER QUALITY r-ACILITY n OCC_. ON THE Firs"r FLOOR. s iDwr,ea•s _.___..__. .._ _._.___..._... .__...__._.__. . ._ _ _ .. _ .__ _ __._.. _ ._ _. Fr.Er'. PG INDUSTRIES, INC tyke amount by date r,ercpt (;0 Sr L I DERTY L]TREC.'T PRMT t : 1 f_.L�. 00 0 04/21/9' PLCK $ 541. 50 B 04/21/95 :,LEM OR 1.1•7301 .:,p,CT t 10x. 230 13 04/i21/13775) 585-62i2J t. Contractus.. , _._.. _.. _........ .. ......... ... ...... CONTRACTOR NOT ON FILO k f k ' 17une #k: $ f�1C. 00 TG i AL. Rey I•,. _. _ ....__. REQUIRED INSPECTION1; __.__._._... This perr't is issued subject to the regulations contained in the Top-•aut Ins;p Tigard Muricipal Code, State of Ore, Specialty Codes a•d ail other Drinking POUritai applicable laws. All work will be done in accordance with EBF'/latc_I<flaw r''r,ev p approved plans. This perait will expire if work is nit started r.; mzN1 Inspection within 130 days of issuance, or if work is suspended fog• @ore w than 130 days. Permittee ;3L1 ' '�JV�I,,� �''�,, Q_i�-P�i•,y-l� _..____._._._.__ __`�_..._._ _...__._.._....____.___..�---_--.. 7 Call for- inst.:ectior, 639 ; 175 ' V1 'ids ,'�4 •t' t t t r a,. k: . ro '-� i "� r,n• aY> .h': CITY OF TIGARD BUILDING PERMIT 4 COMMUNITY DEVELOPMENT DEPARTMENT PEPMIT 4. . . . . . . : DUF'`34- 027" 13126 SW Kell Blvd.Tigard.Oregon 97223.6190 (503)83t-4171 DATE ISSUED: 04/21/95 r-'A RC'EL_: 1::�1 c r DC-': �+700 ITE ADnRE S. . . 0957'5 SW LOCUOT ST i..IETI)IVISION. . . . : L I-IMANN AC RE TRACT ZONING: C-•P i_OCK. . . . . , . . . . . LOT. . . . . . . . . . . . . :3 RCISSUEt FLOOR AREAS- ».......- rXTE:RIon WALL CONSTRUCTION � CLASS OF WORK. tNEW FIRST. . . . :7900 sf N: 1HR S: 1HR E: 1HR W: iHR 'YPE 01` LIGE. . . ;COM SECOND. . . : 1L_501 s-f PROTECT OPENINGS?._...-.__._. . __. . TYh E OF CONST. :`- 1 MR THIRD. . . . : 12500 s f N:N S.NI E:N W:N OCCUPnNCY ORF:. : R 1 TOTAL - : -K'701710 s f ROOF CON7,T.(.1 FIRE RET? .-Y / O 'CUF•'ANCY LOAD:28S SASE:MLNT. : sf AREA SELF'. RATED: 5T0R. :S I IT. ; "1'7 ft, C'nRACE. . •, s f OCCL1 SEF. RATED. 11•IR PSMT? :N MCZV:1V RE DD SETBACKS----..._..__ REQUI RED.--•___...__._ ._... ._..._.... ._... ' FLOnR LO()D. . . . 41'L) 17::,.r Lc-.rT: ft F'CJHT. I`•t "'IR rlP!I,L :Y SMOK DE=T. . : r DWELLING UNITc,,'t FRNT: ft REAR: ft; FIR PL.RM:Y HNDICP ACC:'' L''EDRMG. DriTHa: IIIIP 3118 "PCr..0,/1 PRO CORR:Y P(W.KING: VALUE:. $ : 1717610 Remar^ks: 0 reyLies>t far Site Development: Revive ,J .ppr-oval for- a 54 to `.36 Ltnit mote 1. amar-eher--, ive Flan: Commer•r.. ial F')-ofv!i.sional (C -P) , Zoning : 'ommet-cial. 1,• ofeas :�. ��•,l�rl (C I":) , Lat:.slticn : 937' W L.wc:l,l, t; (WC Th. ; 1 26DC, ta>; l.at 47 i 00 and 4701 ) . ONSITE WATER OUPL I TY FrIC I L I TY A—;:; OCC, ON TF,C- FIRST FLOOR. ffiwncr . ,1TF'3 INDLISTRTES, INC type amc,.lnt by elate r'^ec.pt 07,L7 SW 1300NE a FF::RRY RD PRMT $ 44713. 00 D 0 4 935 • I PLCK $ 2S 1121. 70 P 1118/08/94 95--255.3:.,:,; ; 1,411- iONVILL•E OR 970'''10 F IRE $ 1 791. EO h Q1,a/011, /93 93--25-335 y erne I : C�t32 -9;:EI4 5PCT 1fi a23. 90 D 04/21/95 _ CROS 1 424., 00 D 04/21/95 untt^actor' : _...._... __..._.._.__. _ _ . -.....ER.1='C t ; 1:;7 (31..'1 D 1714/c::1%�JJ - j JPER ONE:, MC ERPC $ 137. 80 D 04/21/95 - 1121(39` 5-W !;TI-1 ;10J t 1 .,00. 00 1.1 04/21 /07', j TIF- 22255. 00 !.l 04/21/05 11C:AVE RTON OR 9700.1 -. . Phone #: &43-57::1 3355H. 40 '''OTAL. Reg #f. . : 57193 __. _._..._.... RE QUI REL, I NSr'E:CT I ONS .s permit is issued subject to tha regulations containe 'n the roost/FOLlnd Insp Spr•i.nkler Ro�.lgh- '.gard Municipal Code, State of Ore. Specialty Codes and a ' other St rll.lc Cat e e l T n z5 p aNr i n k l er Final applicable laths. Al' work will I be done in accordance wiV 51 ah Insp F i r-e A l arm I n p approyed plans. This permit will expire if work is not t .rted Framing Insp Mirc. Inspection within 1188 days of issuance, or if work is suspended frl• rare Roof nailnci Insp Final Inspelwtion than 18e. days. Insulation 1 r.,p 5 i f i 4r W a 11 I T1 S(1 rir^HWa11 Insp •�tpp.��__ Gyp DUar'd Insp Q)Ir -._.. ,1.1 s p l:e i .I T111 Insp _ cone:r•• r �d1 _....._... ._.._._. ..,plinl<ler• lJndc,r^�. Call for in,;I. ec•tion - E! •9 4175 i; 6 i ti SEWER CONNECTION PER1CITY Of TIGARD PERMIT #. . . 1I.r. ' 55WR9 5.._0107 c COMMUNITY DEVELOPMENT DEPARTMENT DINE I SLUED c 04/x'_1/15 13126 SW Hall Blvd.Tipua Oregon 97223.0109 (503)639-4171 PARCEL: 1 S 126 DC_04 700 E .I T I... F"iL,,I)Rr,-',3. 09',.r75 5W LULUJI ST SUBDIVISION. . . . : LcHMANN ACRE_ 'TRACT ZONING: C;--P BLOCK. . . . . , . . . . . LOT. . . . . . . . . 3 . . : TENANT PJAMC... . . . . .PNJF nI I X INN USA NO. . . . . . . . . . . FIXTURE UNITS. . . 1845 � t CLASS OF WORK. . . ;NEW LWCI_L I HG UNITS. . .53 ". TYF'(: OF UaE. . . . . ;COM NO. OF SU I LD S NGS; 1 INSiTALt_ TYPE. . . . :LAUSWR IMPERV SURFACE:. . ;51284 . sf � p` (h= oenixI,,n Remarks : Sewer, c:onnecticn for 4 Owno, . _._._. ... ... _..__._......_ I VIAS, INDU57RIE=S, INC type amolint u> d,�.+.e r•ecpt 3E LIBERTY STRECT PRMT $1 16600„ iDr l 12 04 i :.' ;'>;-5 I NSP 4, 45. 00 B 04 i,?1/?5 _ALEM OR 97301 Phone #: 505•'6.2M1 cry-itr•actor^; 99� CONTRACTOR NOT ON FILE' 7 Phone #: P 1 16645. 00 T*JTt7l_ _. ._.._...._. __...._._...___ RE MIRED TNCC`'ECTIONS ''nis Applicant agrees to comply with all the rules and regulations Sewer-- Ins;pettiurr � ` the Urifisd Sewage Agency, The permit expires 160 days from the date issued, The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the �� ~�� _._._•_`"`M"__"'� ""' side sewer laterals, If the sewer is not l:cated at the measurement 5iven, the Ostaller shall Prospect 3 feet in all virectior.s from ____.._ .__ .___�__�._ -----•__.._._ e distance given. If not so located, the installer shall purchase e " ap and Side Sewer" Fereit and the Agenr., hill in:tail a lateral. ".5 s I.t edy' �� / UteLi l'1..� _.'_.__,.._-.,,.....__....r. :a1i f'c,r in!;Pectioil 6,,1)--4175 i e;'c Lm� r M � City of-Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # 13125 SW Hall Blvd. Permit # F'nl 741-0,' g6 Tigard, OR 97223 (503) 639-4171 i MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE f, New Single Family Residences Only ❑ 1 HATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 Job S 7 `.,(^� 1., 1�� ❑ 3 BATH HOUSE$225.00 Address argot 7 zr Fee includes all plumbing fixtures in the dwelling and the first 100 feet Fir / of water service, sanitary sewer and storm sewer. See fees below. i rl.m.,nnmm of eu.nw, FIXTURES CITY PRICE AMT i Sink 9.00 1 2,nt-' M.i„ Dace«. ph- Lavatory 9.00 ^ 4 Owner Tub or Tub/Shower Comb. - 9.00- Svr/ cc, a,yra,.t. n► Shower Only 9.00 ,S ."Z Water Closet 9.00 Dishwasher 9.00 Garbage Disposal 9.00 Occupant M.r o neo-... Ph-. Washing Machine 9.00 Floor Drain 9.00 CRY/sm. TM Water Heater 9.00 ,QZ' Laundry Room Tray 9.00 wm. Urinal 9.00 ,moo Other Fix,:vrra (Specify) 9.00 M-11 Mh 9.00 Contractor - 9.00 u _ rrst.0 -- Zip -- -- 9.00 Sewer 1st 100' 3000 c4 Su.R.or°...N.. arr e%. T.W,, Sewer-ea. Addit. 100' 25.00 Water Service 1st 100' 30.00 I hereby acknowledge that I have read this application, that the Water Service: ea. Addit. 200' 25.00 information given is correct, that I am the owner or authorized ager, of - Storm &Rain Drain 1st 100' 30.00 the owner, that plans submitted are in compliance with State laws, that I am registered with the Construction Contractor's Board, that the Storm &Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State registration, please - -, Mobile H�nre Space s- �- 2500 give reason 0low.) Back Flow Prevent;on Device or Anti-Pollution Device dpnrva,a+nw a.p�nU °1° Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new 0 addition U alteration repair Catch Basin 9.00 to be dcne residential Q non -esidential O Insp. of Exist Plumbing 40.001hr _ Specially Raquestc d Inspections 40.00/hr Existing use of Rain Drain, single (amity dwelling 30.00 building or property _ _ __. _-- - r^.ezidential backflow prevention devices 15.00 i Pr000sed use of �-yl� building or property /// - - -- - '(Except residential backflow �- prevention dog ices) NOTICE "Minlmum Fee $25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5% SURCHARGE CONSTRUCT,CN OR WORK IS SUSPENDED OR ABANDONED - --- FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PLAN REVIEW 25% 0. SUBTOTAL _ S r. TO'rAL j, :p I Special Conditions ---- ---- ----- ---- �.. Date issues ---- ------by• - --- J ..; n.1F.JILjd .'4�LuAYY`"EL.L•!6�..1!!1..'.'.-,,.. .-.Y!'MY�'?!e'�Fy�t'i;"qYS�i�+�? "4!fAl4 j. d r� Commercial Building Permi, Application ,mak City of Tigard 13125 SW Hall Blvd. ,' — T,%y ard, OR 97223 ` 1 �/1��i�. N N rnUfie/ (503) 839-4171 Jobsite Address: S W R4 Atm� hc) s-T- 5'- rl Ofitce Use Only r r Tenant: N/Ar Suite# "lAr �. Planck/Rec # I Valuation: ., 717/ 6P) Permit# , P,74'67 m Owner: \Q 1 Ps I w tv ST>, t / t v`) C_. Map & TL # Address: $0 _L 3 s Approvals Required JPlanning _ Z ' 11 s-i— In a '� ��j�3rJ✓ Phone: SZ� S`-e p L"�� `' Engineering i P�!x4i \L,3 F1iT- Other Contractor: '� u Q ,� a\�\j ' , I VU c_ i � — r Address: _)S- 9 Type of const: C c1�EkTU•/�1 CIO � M S_, n ' 1 Occupanc,t class: n Phone: .� _� Y 3 - '7 a/ , Sprinkle-ed? Yes No Contractor's License # � -7/ �� 0+�-�� , (attach copy of current Oregon license) Sq. ft. of project: 7, /C Contact name & phone: ��Q�2_�L G Q i bE1`� Story (1st, 2nd, etc.) Proposed use: Architec Engineer: Previous use: / Address: Note: Plumbing & mechanical pians 1 cdR_�� n E, 4 a a must be submitted at time of Phone: � S-0 .3 - (o (;kp __ � � a S-- building permit application. JOB DESCRIPTION: Nq-. -Q STr-rt 1 E$ - 11u- wRoP R\4FTs- ykj► ,U r. 5 ►d�•Npsc�P,v�ra - S'f� �,�i, �r 1.� �,�T�� S t tiv% U 1t_ MOTEL O P. E, o P cW AT &0 A Pfj�0 tEklv t X 1 A3\tj V I P s MA"O Z ►�v tv 9 1�) G _<i ,.�� c>✓, �►I D Applicant Signature & PhoDe numbK I £JV v •4 Received by: ' Dais Received: 0 � > � 1 G Permit# Account Description Amount Ann.:. ^:'. gal. Due Ei Bldg. Permit (BUILD) ©U 9L4vEl. rp •�, Plumb. Permit (PLUMB) _ Mech. Permit (MECH) ao State Tax (TAX) v Z 3' �r � U✓ Bldg: f1 Plumb: Mech: Plan Check (PLANCK) ■ Bldg: Plumb: _ i I Mech: _N r Sewer Connection (SWUSA) _ � Sewer Inspection (SWINSP) `7�S' t-�Z5 L"U Parks Dev Charge (PKSDC) (N)�)Storm Drainage Chg (SDSOC) _. Residential TIF (TIF-R) � Mass Transit TIF (TIF-MT) 7 � ao Commercial TIF (TIF-C) 157 Ll U :S Industrial TIF (TIF-1) I i Institutional TH: (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUf,N-r) � �-�l] y ►�0_�� Fire Life Safety (FLS) L7_1_1- 2 V-/If. Erosion Cntrl Permit (ERPRMT) °� ��. Frosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) q, TOTALS: !%' = • l'ISnNP'way.�YYA6fwwnms..^��,wry, ,.;a+'a.�.acrvMdA�'�^S"��1Y;i4+�rrarr.+. ... Sewer Permit Worksheet Fixture Unit Ratings FIXTURE TIMES (x) TOTAL UNIT 0 OF FIXTURE 1 _ FIXTURE VALUE FIXTURES JALUE Ba List /Font 4 Bath - Tub/Shower 4 - Jacuz/Whpi 4 Cuspidor/Water Asp 1 Dishwasher - Commer 4 - Domest 2 Drinking Fountain _ 1 Floor Drain - 2 inch 2 - 3 inch 5 - 4 inch 6 Garbage Disposal - Dom to 3/4 HP 16 - Comm (to 5 HP) 32 - Ind over 5 HP) 48 Oil Sep (Gas Sta) 6 Shower - Gang 1 - Stall 2 Sink - Bar 2 7--*.') 1 - Bradley 5 - Commercial 3 ' _- Service 3 Washer, Clothes 6 Z Water, Ext 6 Water Closet 6 Urinal 6 _ (� Business Total Fixture Valueq>�-y'� - Address divided by 16 = 100 51r EEW Round EDU to nearest whole number&multiply by 52200 �Igltwwetfh i �I i y i lane for review 42 . SulSmit complete and detailed mtachanlcal p including a gas piping plan, du _,t size for exhaust fans, dryer venting details, detail for air ducts within the H/W room, manufacturers specifications of the mechanical equipment, etc. 43 . Exterior openings exposed to the weather shall be flashed in 4 such a manner as to make them weatherproof (section 1708 (b) ) . The following ,structural concerns are noted: I 1. Stamp the calculations. 4 2 . Two sets of structural notes sheet S7 and 16 . Please remove structural from sheet 16. t 3 . Call H2.5 anchors at 1/14 and 3/14 ,similar to 1/13 and 3/13) . I � 4. Beam line 2a between D and F, calcs call W21 x 62, plan shows i x 57. 3. Cut 4/13 at all applicable locations on sheet S1 for corridor and bearing walls per calcs sheet 30/83 . Note ori S1 calls 18" wide, 4/13 calls 24"? 6 . Not all pads are shown per calcs (grids Al, A2, C9, D9, and A5) . ` 7 . Need to demonstrate compliance with UBC Section 2903 (b) regarding 10' -0" cut on the property line (slot cut? Geo-tech recommendation for temporary 10' •-0" verticle cut?) . R 8 . General roof and 3rd floor diaphragm nailing not speced on � plans. j 9 . General spec on interior walls per sheet 33/38 of calcs on f plans? 10. Call all shear walls. 11. Provide shear transfer details at all shear walls to horizontal diaphragms (sheets 13 and 14 and at frame, etc. sheet S6) . 12. Elevation/dr, g at C1/D-9 . f 13 . Shear transfer- 0/12 and A/11. 14 . 12/SEI reference- need arrcw. i 15 . Specify shear truss and corresponding design load above party wall . Detail as needed at 4/14 for shear transfer_ 16 . Line F1 sheet S3- call shear walls between lines 2a and 7 . I 17 . Show #4 dowels footing to stern at details per structural notes . 18 . Show all hold-downs on sheet Si . 1 Y _ :x CITY OF TJ GAR1:'1 ^ RECEIPT OF PAYMEN'( RECE I PT NO. o95 2 ►,5,'7 1. CHECK AMOUNT : 150 . `,SVS } NAME J VIPI S MOTOR INNS, INC. CASH AMOLIN'( ADDRESS 280 LIBERTY STREET NE PAYMENT DATE: R 0 4 ZA /9', SALEM, GR SUBDIVISION 'U 9 7 30H-- ti w PURV'0SE OF PAYMENT A140LINT_PAID PURPOSE: OF PAYMENT AMOUNT PAID _ IaUII_.17INfwPE:'RM BLJP�94-0c.77 447FJ. C4C� 57. 13l.lILL) H'FR� c.c�;3. 90 I Pl._.AN CHECK FE 1166. 73 SEWER USA 1. 16600.ib0 SEWER INSPECT '45. 0:) MAE�S IRAN ry'I T "(I F F"FEE3 6852. 00 COMMERCIAL TIF FEES 154Q;3. 00 1120 QUANTITY FA t:'IL.ITY FEE 1200. 00 I HPO QUALITY FACILITY FEE 71 A. ovi EROSION (::C)N f R171.. PERMIT FEE 424. 00 EROSION CONTROL PLAN CK 137. 30 EROSION C:;ONT,dOI._ 137. 80 � PLUMBING PERM 2166. 00 PLAN C"HFC'K FE 541. 50 f I tST. BUILD PER 108. ;i0 13577.; SW LOCUST ST. TOTAL AMOUNT PAID w > 1`:iCIJf:?02. 05 f 1 I I CI'T'Y OF T I ormi P C U 1 PT OF P0','1ylFN'T RFS'C:E..I f'T NO. s95--063719 CHECK AM(A NT a 113. 75 1 I NAME s THE OASIS POOL CASH 0Mt. UN'( J 0. 1410 I I ADLIf;FS9 1 91"75 SW TAYLOR 7;T. f-"A\'Ml-NT DATL J 04/04/95 ;--IORTLON11, OR r-.1080 I V I S T ON J 972c- C»'URPOSE OF P()YMF1'-t'f AMOUNT PAIL) (Ir' POYtelFNT C'cM0104'1 POT 1 I.AN CJIE C K FI �► f3C; ] t 3. 7`.'t i L I l 9 17,fjj FEW L_OC►.jl-)T PHOENIX IMV I TO t'AI_ AMOUNT r'tiIl) - _ - > 1 113. 75 I tpro "I'mm"Tirl 4 CITY OF TiGARD OREGON Apiil 21), 1995 1 Jeff T:ackner j L.C.C. Inc. 9975 S.W. Taylor Portland, OR 97225 AE: Pool or Phoenix Inn ------ Check #4-8C Dear Jeff : Plans for the above project were reviewed for conformance with applicable codes . Please provide 3 sets of the following kinformation to complete the plan revie- process : --1. Provide gas piping diagram for pool/spa heaters . Note 16 on sheet 2 does not specify size cf and required high/low openings for outside combustion air for gas pool/spa heaters . j Details for equipment venting. i Submit copy of Washington County Health Department review letter. Sir.ce ly, 11 David Scott, PIE. Building Official DS :wh PRMSYS\DOCUMENT\BUP95_01.10\PCH48C.DOC 1 13175 SW Hall Blvd., Tlgard, OR 97223 (.503) 639-4171 TDD (503) 684-2772 M 1. i �� ►eee �rMrcn NNC lArkinnnnn A r WING 111vv118-Un r 10895 S.W. Fifth • Beaverton, Oregon 97005 (503) 643-5721 RECEIVED April 1.4, 1995 ' COMMUttIIY ULVELUP10E47 To: David Scott 1 - RE: Case # SDR94-0008 Submitting 3 sets of drawings for Permitting as per our conver tion. ' Thank you, a # frank Paola Job ph. #6 '4-06Et1 a 4 F G x Yi {,, r ��„'k.Y �.'1" •. �a�is f�{Wi�7 r.. i�.,�y�11p � ..(� - r APPLICATION - STREET IMPROVEMENT/EXCAVATION I -�'`(r'`�,T' COPY TO: ORDINANCE NO. 74-14 ® (VELLOW)•INSP. ®®® (PINK)•OTHER AGENCYbldy f1 (INSTRUCTIONS ON SEPARATE SHCET) V A (BLUE)-APPLICANT APPROVED APPLICAT ON NO.r.—_L��_�,l__ — NOT APPROVED (,I1 Y 01' I IGARD, OREGON FEE AMT.a' 1 r ' PZI , PENDING; FEE. PMT. ❑ CITY IIALL RECEI IN 348'00 PENDING SECURITY ❑ PUBLIC WOPKS DEPARTMENT I / DATE PENDING AGENCY "OK" Q Application and Progress Record r r MAINTENANCE BOND ak iPENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REOUIRED L, • -- ANNUAL p I FENDING VAR( .NCE ❑ EXFIRA ION DA7'Er"::II PERMIT NO.: +vr�1' .��'3 - -- DATE ISSUED: - --1!�1� � ._- , BY: _ .. , --- . i"'1-)riI ZC I (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL �_ ROVEM - S:LUF>9hLK, APPROACH) — AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH, CITY REQUIREMENTS. APPLICANT Vip`s Industries, Inc. 29_757 SW R,.mies Ferry Rei. WilsonVills, Or 97070 682-_9284 � NAME ADDRESS Cly V PHONE CONTRACTOR, SUPWC Otte, Irt.:. 10895 Sw `aril MeaVerton, OR 97005 643•-5721 NAME ADDRESS ��,�-� PHONE PLANS BY ._ Dale E. Ett�llec', P.E:. 7035 :.w i'(ampton St. Tiyard, OR 97223 67_0-3825 NAME ADDRESS CITY -PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 8,700.00 _ DOLLARS (2) EXCAVATION DATA � orzFIt" E.ug;bo 0.04 X s W, / m ~ =s 348.00 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH IT_M AI QUANTITY STREET N Lucurst :;t� ..r t atr 3 hv:1 INSPEC- R TION E — _— _ U — ESTIVATED STREET OPENING DATE: ___�L—_L S ESTIMATED STREET CLOSING DATE: / / T ED I--- _� __-- (3) SECURITY NO. ISS:q 43,3 S CURITYAMT.: 8,70&•00 - STREET —_ C:LOSE0 1 .� � -- SURETY CO.' Zns.. e1 L FINAL CERTIFIED CHECK n CASH ❑ BOND INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL T1 SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 3E!e atraL;i-wd l ITE: 9575 SW La:Us'r tot. I work area I 1 SDR # 94-4)WM appllea r 1 1 "pa �`Xh X X XX XXX IftlIx i (5) NOTE THE CITY OF TIGARD DOES NOT, HEPEBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEP-SIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIOIIS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE DATE t 1 — r �J J V f-71 o c Ata ted' ° "' o�c.r.�L�w c.✓/'a''r'w`'�,� ■ s a VE-U-17: NY Gd �•.- - - ��"^'t -0,„ p I�VI�JO. Ulie "]_o .L�VI)C1Z M-Z $=EFNii s e=-Cc 1 ++2 SHIWT r �• � ' a,a.�n�.�, �„ .,.,_, �ti�x,�.. �e-�,�.�- r- .r.-.fit.-.�' �cf,� A N C) e Gas Fired Rooftop Blowers And Duct Furnaces-Single Pak L , SINGLE-FURNACE ROOFTOP UNITS The venting is an integral part of the furnaces are. mounted on skids MODELS RT/PV-100-1HRU 400 the furnace •(nd must riot be altered in and are suitable for use on Cofl'IiUsti- the field. The RT furnaces are ble flouring. It .s recommended that Sterling's single-furnace units for equipped witi, a vent cap which is the skids be mounted either on solid outdoor installation are available with designed for gr-"ity ventint, Air for planking or steel channels but never tt inputs from 100,000 to 400,000 BTUH in combustion enters di 'ti- base of the on a soft tar roof where the skids could f increments of 50,000. All units are AGA vent through a protective grill, and the sink and reduce the clearance and CGA approved. design of the vent crap is such tnat the between the bottom panel incl the Unit configurations begin with a products of combustion are di:charged roof. basic outdoor duct furnace, add a at the upper section of the cap. This Options include right and left hand blower sectirn with horizontal or cap is shipped in a separate carton, It controls right hand only on power vented bottom inlet -return),combine hori- should be fastened in position as units),power or gravity venting. Avail- zontal fresh air inlet and bottom return shown in sketch on page 13 and able options are t,sted and described with mixing dampers and finally add a should not be altered in any way. in other sections of this catalog. See downturn supply plenurn to the afore- The proximity of the combustion index for appropriate page numbers. mentioned contigurations. Units may air inlet to products of combustion be supplied for 100'X, make-up air jobs discharge insures trouble free o era- NGTES: or heating and/or ventilating a plica- p I. blower cabinets (only) are available b f f tion under all types of wind conditions. rai:-mounted for case as air movers f tions requiring full recirculation or The PV unit has a ower venting varying amounts of fresh air, we p b only-model "AH' see page 11 f)cle to recommend the use oft a 409 E-3 system with the inlet and discharge very 'imited tail for this product we type ( ) grill located in the upper section of a have r of published any literature as stainless steel whenever fresh air will golit side panel. This balanced flue , he utilized and is present at tempera- design also performs well under all yet ex(E pt for a submittal sheet for tures below 400E. If you have a special model-, AH-50 thru •100. Please Contact I7 wind conditions, our engineering department f(,,,r application where you feel you may be All internal parts of the standard operating in a corrosive environment furnace are fabricated from aluminized further 'oilnfodu ti fu we urge you to contact our engineer- steel, Standard burners are pressed 2. All roof op duct furnaces are supplle� ing department for recommendations. p with an inlet duct flange as well as ail aluminized steel and have a stainless outlet flange. r` Single-furnace outdoor units are steel burner port protector and air available with factory-installed UX shutters, All internal and external coils. we can install the coil (less jacket parts are fabricated from controls) or provide the rack and drain galvanized steel. pan for future field installation. ---- +�" -y All units are completely acka ed, External casing panels ! Yp K (basketed) are removable rail-mounter). wired, piped, water- tG ,aCIlltdlP Se'rVlClrlg Of -`��" it.�,, , �'• ), �'• r' proofed and Icst fired to insure a 1 . + snu0uth installation and A pilot pilot ,easy start-up, this f burner plate is Outdoor Duct Furnace provided for access to the pilot burner and ignition systems ' without removing the burners ah >! drawer. Clearance between the '" ' external furnace and obstruction must I '` =� " "'``"""�`W`y L- suffic-ient for pruper servicing of Roorop Blower s pull-out drawer. 6 ) �I I - t i r I Rc.okop Blower-Natural Vented Irl �..., .,.. .. ., - �x+fhlWdifdfr+'a�aM1�R;•�`ii�,r. 1 ' • IN i SINGLE PAK UNITS - 100 TO 400 MBH INPUT MAXIMUM 8000 CFM (OUTDOOR) CATALOG DESIGNATIONS ' 1 NATURAL VENTING (RT) POWER VENTING ( PV) RT- _ D PV- D o ROOF-TOP DUCT SRT- B APV- _ B ROOF-TOP 7 OF-TOP BLOWER RT- BR PV- BR I IQ� ROOF-TOP BLOWER WITH RETURN RT- BOR PVA BOR q ROOF-TOP BLOWER WITH RETURN 9 OUTSIDE AIR �r S PV BOS RT— BOS �_l__� _ ROOF TOP BLOWER 11ti4�H � ) J i SUPPLY PLENUM RT- QRS PV BRS ROOFTOP BLOWER WITH -1&-441„ RETURN& SUPPLY PLENUM RT- BORS PV- BORS o ROOF-TOP BLOWER WITH RETURN ,W 41W & OUTSIDE AIR & SUPPLY PLENUM EXPLANATION OF DESIGNATIONS RT • ROOF-TOP (NATURAL VENT) Bw BLOWER FlJRNACE PV ■ ROOF-TOP(POWER VENT) R•RETURN AIR (BLOWER CABINET) D■DUCT FURNACE OnOUTSIDE AIR (BLOWER CABINET) S2 SUPPLY AIR(PLENUM) NOTE: WHEN EXPANSION COIL IN SUPPLY PLENUM IS REQUIRED, ADD THE LETTER "X"AT END OF DESIGNATION AS A SUFFIX-E.G. RT- BORSX THESE UNITS CAN BE SUPPLIED WITH"OUTSIDE AIR HOOD"8/OR "OUTSIDE AIR DAMPER & MOTOR'AS"OPTIONAL EQUIPMENT"IFSPECIFIED, { {A•.RAr[{r�iG'Se'�'y1�.1'N.R£Rfl+'�'VMnY:Yr}'�1'�lyy�l,�iVT;.�:kry'K+.ar.tr.,. rry r. _awlw. . Gas Fired _ Rooftop Duct Furnaces Single Pak PERFORMANCE DATA - RT& PV DU UNITS MAXIMUM CATALOG IN PUT-BTU/HR OUTPUT 62'TEMP RISE 72'TEMP FUSE 61'TEMP RISE 50�ILMP IV 1787 °1 MP SE NUMBER MAX MIN U/11R C.FM PO CFM PO CFM PD_CFM PD FM PO AT -1000 100,WD 50,000 17,000 868 06 992 10 1157 .14 1389 20 315 .51— �••� AT- 1500 150,000 75,000 115.500 1302 06 1488J12 1736 16 2083 23 472 .54 IT _200 D 200,000 100,000 154,000 1736 .10 1981 2315 .155 2778 .20 830 .58 Py-250 D 250,000 125,000 192.500 2170 09 2480 12 2894 16 3472 24 60 IT _300 D 300.000 150,000 231,000 2504 C85 2976 115 3472 .16 4167 .21 5208 .32 6944 53 AT-350 D 350,000 I 'G9.500 3038 06 3472 095 4051 13 4861 18 6076 30 8102 56 AT-400 D 40U,000 200.000 308.000 3472 .085 3968 110 4630 15 5556 .20 6944 .32 9229 61 SERIES RT-D (NATURAL VENT) & PV-D (POWER VENT) DUCT FURNACES _ - UNITS MODEL GAS NLET APPIIOX.V�61_ 4 _NUMBER NLY C D' E' F _ G___H _J_ NAT.. LP _NET SHIP _ QO- AT-1000 29I IA, 50% 15% -714 1 12 1 22'4 2814 27'1,. 2514 112 112 200 235 19% P�-150 D 32'SS. 53!4 1814 10'/4 Il 25'4 31 I4 29'4/„ 28'74 112 112 250 280 22'1. RT_ P 200 0 384„ 554 23'412-14 2111, 30'4 36% 35%, 33% 112 112 300 335 24'74 FA3 43'!5. 554, 294, 127. 21'4 3614 42'4 4014,. 39'4 3/4 112 345 385424„ 55'A 344 124. 23'4 41'4 47x4 461A, 1144 314 112415 185 244,54,,/,. 55'4 40'4 12'4 23'4 4714 53'4 51%, 50% 314 112 465 575244.604,. 55'4 454, 12'4 26 52!4 58'4 57V,a 5% V 314 510 580 2411. { *These c4mem.uns do not apply to the PV Units. Imtall a.lditiunal Shut-011 Valve external of Jacket where regulations require. i• DIMENSIONAL DATA 17 i 11 ar t � r�43 r'•c � l e• ,` L �. ri I,lWtlluWOw.i I a II4,. n{r9111.w ww'ww•cw„ rc,.l POWER VENTED(PVI NATURAL VENTED(HT) ,MI, I i 11 ''4p1°+r>�">*.'+��":ahLY. ��ii1;4�rG'uF:�p;,,: -e �hti r.� ,x�t5i�d1A"A{R!'►�!n'4t?;�J�f�"�,�'IhSikhrl, '1 "V* .. F f� n Gas Fired ftoRooftop Blowers Single Pak Wmm00u v., SERIES RT-11 (NATURAL VENT) & PV-11 (POWER VENT) ROOF TOP UNITS , MOOEL (1LTERS n GAS INLET NUMBER A B' C D, E' F G H J I( L M_ 1" /70Pf.NAT. LP OD• FIT PV-1008 29'Y„ 5014 1514 7% 12 22lh 26'4 2711,, 254 16Y,e (2)20 x 25 112 112 19% RT_1508 32"/„ 5316 1614 101.. 17 25% J1-S 29-Y,, 26'/1 1814/,e . (4)16 x 20 112 112 22'/, FIT 4 „ �}' , pV-2006 38r/,e 55'4 23'4 1241 211'1 30'4 3614 359/„ 3336 241/„ - a Tlp�A 112 1/2 24'4 PV-2508 43"6, 55'4 29'4 12'%t 2",' 3614 4214 40'y,e 3941 2911/,, {i{a:t'o 3/e 1/2 24'6 Py -3008 49Y„ 55'6 34Th 127, 234 41'4 4P4 461Y„ 4441 351/,, 181 16 x 20 3/4 1/1 241/4 t P�-3508 54'y,e 55'6 4014 12'6 2314 4714 5399 H"/,Rl50'6 4D'=/,e i1im� °o 314 112 247. ' pV-4008 60Y,e 5514 45'4 12'4 ?6 52'4 156'4 5516 481/w (6120 x20 314 1/'2 2!]'1. 'These drtnenmom do not apply to the PV un+li 1 Install addltinnal Shin()if Valve external of lackel where regulations require. a Filter guides can be held converted to accept optional 2"(hick fillers. ? DIMENSIONAL DATA I '• .1 nIff— rk Sal Mrs- 41 Ull �i_„j I.. 4 m Z��•--i f�l.__� I - t --- / �I fff�l i + '~ iy� �1. I le I I L .—...L... er r,+.r rrorwel Au»I\.r�m�,vn,..n II71Fttt•`. ��-clot xgµ_rl ■ n� r.'�}s rIMIIF1-�Jttwn rrrl,wq_._._.__..AL3 :,: SIDE VIEW- PV- WI IHOU I END VIEW- PV MODEL SIDE VIEW-PV-WITH SUPPLY PLENUM SUPPLY PLENUM l sl _ •–k"--- ww No _ tI _ 4 .II Ne e Yllriidaa � i (r' '41 it Aft mlf 1 r - 1i' m"Ifle MMS - r! L.. _N_ ata —!!I!®IYf ---iMa"�,9ae —r r. l/)1,711, - "y cl Mnld„oglrgrl J Mh.xnrNx b0011111{e __ I II = IIr,111I e•l SNI,d,1.o.,INM1 0 -.___ Irl•'�•-_ - _.__ _ 's SIDE VIEW- RI - WITHOUT END VIEW- RI MODEL SIDE VIEW -RT WITH SUPPLY PLENUM SUPPLY PLENUM .I 1l i , 'w i;i r1 � r Gas Fired Rooftop Blowers Single Pak PERFORMANCE DATA SERIES RT—B& PV-13 ROOF TOP UNITS CATALOG _INPUT BTU/HR_ BONNET BLOWER $T0. MOTOR NNUM Ep= MAX `MIN CAPACITY DATA _!1P RPM_ .VOETS PH CYC/€ APPROR AMP_ PV—100 5 100,000 50.000 77,000 1-10" 112 1720 1151230-1-60 76/3.8 • RT—1508 150000 15 ODD 115500 1 10- 3'4 1720 IISi230-1 611108/54 PV - - -- - - - -- - FIT PV—200 B 200.000 $10.000 I54.000 1-12" 1 1'20 1151230-1-60 13 016 5 P�—250 B 250.000 125 000 192 500 1-12' 1 720 115/230-1 60 13 U/6 5 RT_300 B 300,000 150,000 231,000 2-10' 114 1720- - 115/230-1-60 16 4/8 2 RT—350 8 350 000 175 000 269 500 2-12" 1'h 1120 1151230-1-60 164/82 PV PV--400 8 400,000 200,000 308 000 2-12' 2 1720 115/230-1-60 199/9 1 ai I UNIT AND OPTION WEIGHTS APPROXI ATE wEIGHI IN UP IIS—�+ APPA W7 OF OPTIONAL EOUI OUT AI UISIDE EX AN� MODEL B OR BOS BRS B R DAMPER AIR ROOFrjqH16j IONN MBER NETSHIPNEf SHIP 1 SHIPFIT HIP N€TSHIP SHIP f�MOIQH HOODNETILP -1W B 355 410 355 41D 405 185 425 485 425 485 4B5 580 21 19 78 50 PT-150 B 415 480 415 480 410 540 500 570 500 510 570 855 23 20 88 106 72 PT-200 B 475 545 475 545 540 615 560 635 560 635 640 705 25 23 86 106 88 RT 250 B 530 615 530 615 600 690 620 710 620 710 105 815 19 26 88 108 100 FIT Py_309 B 615 715 615 715 700 BID 720 830 720 830 820 950 33 31 98 116 125 P�-3A 8 680 185 660 785 775 890 790 905 790 905 905 1040 36 34 101 121 120 RT-400 8 740 850 740 850 840 980 865 985 865 985 975 1115 38 31 104 124 154 t 1 , 1 t 1, T+I Ruullup I luww -Puwcr Vr nlcrl Y inp W Y 14 o c F r ' .. . ....0 , ML AFMA M I ""IWR&N 6011111116 fir conditioning t hating As y j 1. +• VNnrnock HKs�e f ,,,•" 10 SEER It� SPLIT SYSTEM HIGH EFFICIENCY AIR CONDITIONING 1 THRU 5 TON DESCRIPTION/ APPLICATION STANDARD EQUIPMENT • Outdoor Condensing Units for Ground Level or , - Rooftop Application . Copper Tube,Aluminum Fin Coil Construction !' • Designed For Use With Evaporator . Brass Suction and Liquid Line Shut Off Valves Blowers and coils • Sweat Connections 0 Fully Charged For 15'Tubing Length CABINET CONSTRUCTION . Totally Enclosed Permanently Lubricated • Powder Paint Finish with 500 hr. Condenser Motor Saft Spray Approval • Quiet Operating Top Discharge • Heavy Gauge/Zine Clad • Hi Efficiency Performance • Designed For PSC Operation • Hermetically Sealed Compressor • Liquid Line Filter Drier-Factory Installed 1 Goodman Manufacturing Company, L. P. S�•190 1501 Seamist, Houston, Texas 77008 CI( SERIES 1/94 (713) 861-2500 w is Fri r i. Physical Data Performance Platings `Qerdwrw Approx Cawderfew Evepereew Tad SwreMEE11 sRM/ Model Fen Die. Fen Llquld Surdlsn Type Shipping me" Madel @TW �7U11 BELS In RPM • AW1e-XX 13000 eNSO 10.00 j CK12.1 to 1000 Jas 7/4 Sweet 120 CK11.1 AIs•XX 14000 10000 10.60 8A CKIo•1 11 1060 316 3/1 Sweet 125 UI8MCt6+EEP 11000 10200 10.60 CK24.1 18 low 3I0 314 evnm 136 AW24-XX 14mm 102W 10.60 CK30.1 16 1060 3A 3/4 Swat too AW t s-XX 164W 12OW 10.00 CK361 Is 1060 ale 3/4 sweel 150 AW24-XX 17000 12700 1004 CK363 1s 1000 J6 3/4 Sweet ISO A11140( 17000 12700 10.00 CK42.1 16 1090 7I9 7/6 Sweel 100 ulemle.EEP 17000 12700 10.00 CK/s-1 1e 1000 JA 718 Swoet 1sS A24 174W 13200 low 0.0 ' CKI&I U24AJC24+EEP 17400 13900 10.00 CN463 Is 1090 JI9 7111 Sweet 170 UD244EEr' 17400 13200 10.00 CEw-IF/J/4 22 low 310 7A sweet 216 W4F+EEP 17400 13200 low A32-XX 18000 13500 10.50 AV1s-34XX 19000 13500 11.04 t H3sFN32fUC32+EEP 19000 135W 10.50 AW24-XX 22600 Ism 10.00 A24-XX 23000 17200 10.00 U24=24M14F+EEP 27000 17200 10.00 CK24-1 U0244EEP 27000 172W 10.00 DIMENSIONAL DATA H3W 24000 104W 10.50 e.0 H30FN32/UCJ2+EEP 24000 16100 10.50 CK1248 MODELS A32-XX 24000 1 140 ;o.50 .� AV18-30•XX 24000 If" 11.00 AW30-XX27000 20000 10.00 23" A3o-)O( 27200 .1060n 10.00 23" u31;111OJ 4EEP 272W 1206(0 10.00 CK70-1\ JC3M38F 20000 21200 t0.00 0.0 lYlfA1C32M39F.EEP OssOD 21000 10.00 A32-XX 29000 21600 low a AV3690-XX 2900n 22100 1 00 W2NG2AMISF+EEP 20000 12100 10.50 U 36FF+ 2&M 10.00 �. UD3MEEP 33@00 25200 10.00 CK12,16d21/2, A36-XX 33900 25200 10.00 CK24,W-25' CK38-1/3 H49F 39000 25900 10.60 9.2 CK30-17Itt' A42-)(X 350M 29000 logo 114 1% CK42.20' U42AF+EEP 1C42A14936000 26600 10.50 t C1(44•W III' AV3@-S&)O( 38000 27OW 11.00 U12/UG2+EEP 31000 27300 1000 A42-)O 38000 20000 10.00 ` H49F+EEP 39000 20000 10.00 W8/JC49.EEP 3@900 20900 10.00 ` • ��--/1r' cK41-I A40-xx 39600 20500 1000 e.4 UD48-MEEP MAW YMM10.00 � - A4&XX 40000304M 10.50 LVWCS0#f@0F+EEP 40OW 304W 10.50 t I/6'CIA POWER AVJeaO-XX 41000 31200 It 00 _ H49F+EFP 43500 32900 10.00 (` 7A'DIP.CONTROL U46=40+EEP 11000 33000 10.00 CK48.1/3 A46XX 44000 33000 1000 8.4 SUCTION CONN. UMAXIS AI80F.EEP 45000 34200 10.00 1JD4@-W.EEP 4.5000 342W 10.00 LIQUID CONN. A40-XX 45OW 34200 10,110 A@0-XX 69000 42000 10.00 90TTDM FORMED t I/C CHANNEL U80NC90A480F+EEP Mot) 42000 1000 CEMIF1!/4 UD4e40-FEP @9000 42OW 10.00 6.4 H61FAU61N08I+EFP 57000 43000 10.50 ; . DIMENSIONAL DATA Ash-XX -17000 4-1000 10.50 CEFJO MODEL 00 AV3610-XX 67000 422 10.70 �. Jr 1.)Nob XX Of A Model 17eelprrb Eloeblc Heel Quray,. Jt3" 2.)EEF•Order From ServIce DepL Part No.1313707-38, The Goodman Or Fvrroe coMelrr the EEP moans tlnr delay. • \ 3.)When"brhln0 the a4dm ura to the Indoor telt•ue the P191M oupplled wth the otMoor une Of thrl epecl8ed w the plebe k1 chart ofgpOed vilh the I dow unR cEeo-sa,/, •w Electrical Data Win leadtarrrwf Mcrlorref Mlnl oofproeee CondTan Yadel Valle PN A"ac Overew" Votb Volta - PraMe9on RLA LRA FLA KP CN 12.1 206" 1 0.4 is 253 127 5.7 33.0 1 3 IM CKtbt 200/JJO 1 12.6 20 253 1s7 0.0 450 L3 Ile CK24.1 200/130 1 10.4 25 233 107 12.1 97.0 1.J 118 �• CK30.1 209/270 1 19.7 30 M 197 14,7 51.0 1.3 IA 1 7/a CHANNEL CK30-I 2091M I 22.0 40 2S3 Is7 17.3 040 1 3 1 b CK36.3 200870 7 14.9 2S 2S3 107 to: 79.0 17 118 1 I/IrPOW CK42.1 200/!30 1 26.9 45 253 101 20.6 120.0 1.3 1b 7/S CONTROL CK48 208" 1 20.0 W 253 167 21.0 1200 I0 114 CK463 20OFM 3 19.4 30 253 111 14.1 110.0 18 1/4 •LIQUID CE00-1F 206" 1 37.1 s0 253 107 26.2 1350 1.0 1N CCOONN. (3=90-3 200" 3 220 76 P9J Io7 Is.7 150.0 t s I/1 • UCTION 'AFAR TUBINO ACCESS AVAILABILITY ICEWA 1 460 J 1 11.2 1 16 1 500 1 414 1 .3 75.0 0.8 114 CONN. '"w Awoo or HACK)1'Os CeW Breabre der owns obe M rafted. NOTE:SPECIFICATIONS AND PERFORMANCE DATA LISTED HEREIN ARE SUBJECT TO CHANGE WITHOUT NOTICE l i L. .._ It i i Model i {i Model G direct drive exhausters are designed for roof mounted applications exhausting relatively clean andel cool air. They feature a spun aluminum housing, a non overloading backward Inclined wheel, and positive « motor cooling. Model G fans are licensed to bear the AMCA Certified Ratings Seals for air and sound • Motor located out of airstream and cooled by performance and are U.L. Listed. ambient air. • Thermal overlcad protection (Except Models Stock Note:Units are stocked with 115/60/1 motors. G-1 00-A and G-120-A). All stocked G units except G-1 00-A and G-1 20-A can be used with a speed • Vibration isolation for motor and wheel assembly. control. Model G-1 60-B uses a Model • 3 speed motors standard on Model G-60 through 10W. All others use Model 5W. G-95; field wired for either 1050, 1300 or 1550 RPM. Models G-60 thru G-95 can be shipped 9 Wire Mesh Birdscreen. UPS. CONSTRUCTION FEATURES ACCESSORIES • Spun aluminum hood, aluminum wheel, and • Roof curbs. See Page 35. galvanized steel frame. • Backdraft damper. Model WD-100, gravity or motorized. See Page 36-37. • Easily removable cover for access to motor. • Speed controls(Except G-1 00-A and G-120-A). See e Disconnect switches (standard). Page 4d. B DIMENSIONAI. DATA MOOEI. A B C. D AD-100 ROOF MP R OPENING CA-600, 17 19% 121/6 3 6 101/6 70,,7575 G-80,65, C 90,95 19 210/2 14% 4 10 12'/2 I — — — Q.100,120 22 241/1 20 5'he 12 14'/0 I G-130,140, 26 26'/2 20 5'/u 15 151/2 150 26 35'/0 211/6 4 16 20'/2 G-160 30 35'/a 22'/2 80/2 —18 ,2040 D 'May vary depending upon motor size. LL------ 21/211 U1.ListedCD CSA Listed A Is I rp> E40001 WLR•33470 —s{ ntnca Greenheck certifies that the 0 and GB models CIetMND - earnos ; shown herein are licensed to bear the AMCA routto Seal.The ratings shown are based on tests sip and procedur03 W01111ed in accordance with AMCA Publication 211 and AMCA Publication 311 and comply with the requirements of the AMCA Certified Ratings Program. 4 f PERFORMANCE'DATA - MODEL G _ STATIC PRESSURE/CAPA_C" MODEL RPM TS 0.000 1 0.100 0.125 0.250 0.378 0.500 0.625V 0.750 ------ion; BHP Sone i BHP Sone BHP Sona BHP Sons F BHP Sons BHP Sone BHP Sone BNP E 1050 2234 138 90 73 1.9 .004 1.7 .005 1.7 .005 0 170 135 125 - - - 1 O 1300 2785 2.9 .008 2.6 .009__2.i . Sp 3 Speeded 009 _ D 1550 3297 203 173 166 120 4,3 1 .013 3.9 1 .014 3.9 .014 3.9 �+ E 1050 22?4 22187008 2,0007 -2-0-T 130 110 007 �- -- , 0-65 - -- _231 189 178 91 1/30 HP O 1300 2765 3 Speed 3.2 .011 3.0 T 012 2.9 .013 2.7 1 .012 D 1550 3237 276_ 241 232 175 96 4.4 019 4.3 .020 -4-0-F.022 4.0 E 1050 2234 254 196 179 2.5 .007 1.7 .008 1.5 .00_6 _ 0-70 314 268 257 171 ^^ 1/30 HP 0 1300 2705 - - - 3 Speed 4.1 .013 3.4 .015 3.2 .015 2.7 F.015 D 1550 3297 374 337 _327 274 190_ _ -_ ■ 5.8 .002 5.3 .024 5.2 .024 4.7 .026 4.2 T.025 - E 1050 2234 296 222 200 0-75 - - 3.3 .010 2.8 1 .011 2.7=01 1/25 HP O 1300 2765367 309 294 195 3 Speed 4.4 .019 3.8 .020 3.7 .021 3.8 .020 0 1550 3297 438 389 377 310 214 6.1 .033 5.5 .034 5.4 .035 5,3 .0354.5 .033 E 1050 2990 _3_35 288249 134 1 3.8 U12 3.6 0_15 3.8 .018 _'j,5=01 0 416 361 _ 348 _ 272 1/20 HP 0 1300 3701 3 Speed _ 5.4 .022 5.4 .028 5.4 .027 5.1 .032 5.4L•033 01 1550 »�13 495 450 439 ___379 3.14_ 238 7.3 .038 7.4 .042 7.4 .044 7 4 .060 7.4 .055 7.4 .057 E 1050 2990 399 328 307 179 3.8 .012 3.7 G-85 .018 3.7 017 3.8 .019 - --- -494 438 _421 -- 340 133 _ 1120 HP 0 1300 3701 3 Speed 5.4 .23 5.3 .0:!8 5.3 .0291-5-12-E.035 4.9 F. D 1550 4413 588 541 _ 529 _ 464 393 308_ 169 7.5 .039 7,4_ .044 7-4 TA46 7.4 .053 7.5 .060 7.8 .062 7.7 .056 - E 1050 2990 520_ 441 _ 420 292 - 3.8 .014 3.7 .019 3.7 .020 3.8 .024 0 _ 844 580 564 478 373 1/16 HIPO 1300 3701 3 Spbed 5.4 .027 5.4 .033 5.4 .034 5.5 .041 D 1550 4413 - 768 713 700 633_ 558 472_ 338_ 7.5 .048 7.4 .053 7.4 .055 7 .063 7.4 .070 7.4 .078 7.4 ._0.74 a, E 1050 2990 _ 717_ 605569_ 389 �029 _ 4�94.6 .034 4.8035 4.5 7 0.95 1/8 HP O 1300 3701 886 601 760 _ 840 493_ _ 184 - - 3 Speed 7.4 .058 8.8 ,081 8.8 .063 8.5 .089 6.4 .071 6.4 .049 D 1550 4413 -_1059 986 9_69 863 745 623 _ 474 _ 9.8 .095 9.4 .101 9.4 .103_ 9.1 .111 8.2 .117 8.0 .120 8.0 .114 0-100-8 1/8 HP 1140 3488 1015_ 917 893 747 568 6.7 .058 8.7 .08 6.8 1 .06 6.4 1 .08_ 0-100-A 1/4 HP 1725 5278 - 1536 147_01454_ 1374 1277 1181 1086 _974 _ 11.9 .18 11.9 .18 11.8 19 11.6 .20 11.3 .21 11.2 21 11.4 .22 12,0 .22 0-120-C 1/6 HP 860 2800 922 _767 723 449 5.4 .03 5.0 .03 5.0 .03 5.0 04 _ 0-120-B 1/6 HP 1140 3712 -- 1222 1107 107_8_ 918 734_ 335 _77_EA6 7.8 1 .07 7.6 .07 7.5 .06 7.8 .09 8.0 L.0E7 0-120-A 1/4 HP 1725 5617 1849 _1772 _ 1753 1659 _ 1560 1453_ 1341 _1223 14.1 .22 14.0 .23 14.0 .24 13.9 .25 13.8 .27 13.8 .28 13.7 .29 13.8 .30 0-130.8 1/8 HP 1140 4180 - 15P1 1481 - 1452 _ .l .12 1303 1129 689 381 ______97 6=1 . 3 .100 9.6=1 98.9 .13 8._ .13 _11.T .10 0-140.8 1/6 HP 1140 4365 _1824 1701 1667 1498 1313 1112 794 10.1_T_.13 10.3 .14 10.3 .14 9.9 .16 9.3 .17 6.8 .17 9.0 1 .18 0.150-C 1/8 HP 860 3802 - 1772 _ 1598 1552 1305 1006 _ 7.6 .10 7.8 .10 7.P ,11 77 -5 .12 0-150.8 1/4 HP 1140 4775 234E 221_6_ r^184_ 2016 _ 1837 1629 1398 _1115 �__ __ 11.9 .21 11.6 21 11.8 .23 11.8 .25 11.4 .27 11.8 .29 12.2 .29 12.7 .28 0.160.8 1/3 HP 1140 4887 2882 2521 _ 2489 2319 2135 1932 1697 1411_ 13.3 .23 13.1 .25 i 3.1 .25 12.9 .28 12.9 .29 12.8 31 Ii-ST .32 Performance shown Is for Model 0 without ducts. The sound rations shown.e@ loudness values in Inn snr,es al 5 1t.0 5ml In n henuephericN free field calculated per AMCA Standard apt.Values shown nee In,installation typo Afrom rnlel sone All models in stock. levels,Tha AMCA Certl/led Ratings Sound Seal applies 1n sone ratings nnly 5 - i4p"i?k!ti r d?{6p••7�'d,+tti,1("liq`f,'t,- m -, .::A`, MU iiill!@NYl-d.�! ;n Model1 , 10 & CUBEmHP1 Models CUBE and CUBE-HP exhausters are designed for roof mounted restaurant and commercial applications Pxhausting dirty or grease laden air up and away from the roof line.Both models are U.L.762 Listed for restaurant applications and for operation with air temperatures up to CONSTRUCTION FEATURES 1 300"F. Model CUBE-HP Is designed for high static pressure • Spun aluminum Food,aluminum wheel,and galvanized steel applications as encountered with long exhaust ducts or water wash hoods. Models CUBE and CUBE-HP are frame. F. licensed to bear the AMCA Certified Ratings seals for air • Easily removable cover for access to motor. and sound performance and are U.L. Listed. Disconnect switch(standard). a For units with factory mounted motors: • Vibration isolation for entire motor and drive assembly. I Stock Note:Motors 1/4 HP are 115/60/1 • Thermal overload protection 1/4 HP thru 3/4 HP single phase. Motors 1/3 and 1/2 HP 115/208-230/60/1 are wired for 115 . Motor located out of airstream and cooled by ambient- volts. Motors 3/4 1 HP, 1 PH, 115/208-230/60/1 are wired for ACCESSORIES IWO208.230 volts. • Prefab roof curbs.See Page 35. Motors 3/4 HP and larger 3 PH,208 230/460/60/3 are 1, wired for 208-230 volts. • Vented c..lrbs-meets NFPA requirement for 40"discharge i height.Ge• Page 12. CUBE nioccl shown on page i t are stocked less motor - Birdscreen t f and drive fog maximum flexibility. . Motor starters.See Page 48. Open,totally enclosed,and two speed motors are available. - Grease trap kit-Attaches to drain trough to collect grease. Specify fan RPM,motor HP,voltage and phase. t - B -- - - DIMENSIONAL DATA _ ---- --- - - - — DIMENSIONS METAL THICKNESS CURB ROOF CURB WIND- MOTOR MODEL CAP B C D OPENING CAP BAND COMP. CUBE-100 22 23Y, 2311 1711 14'/2 .051 .051 .040_ _. O CUBE•140 28 271/2 241/. 181/, 181/1 .051 .051 .040 C CUBE-HP-180 D CUBE-180 28 277: 241/. 181/, 1672 .051 .051 .040 _ CUBE-HP-180 90 347. 28% 21 2071 .064 .051 .040 CUBE-180 _ _- -}� CUBE-HP-200 30 341/. 28"/- 21 2072 .064 .051 .040 \ - CUBE-200 2112" CUBE-HP-240 34 40'/, 337, 257) 2672 .064 .064 .051 -------. -- ----— - CUBE-240 CUBE-HP-300 40 48 313 291/e 32'1 0.64 .064 .051 A Cl1BE•300 _- _ — UL I.Igtnd CSA Listed q�CA H1 MH11745-CUBE o Groenhock cerlllleS that the CUBE models Shown herein are licensed are le to boor AMCA Seel.The mgS th, Showwrtrn n hosed on testi and L) CID tall procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311 end comply with the requirements of the AMCA 1 Certified Ratings Program. 9 i PERF'ORMANCT DATA - MODEL CUBE , (MOTORS MOUNTED) STATIC PRESSUR'/CAPACITY MODEL HP RPM TS 0.000 0.125 0.250 0.376 0.500 0.625 0.750 0.875 1.000 Sons BHP Bone BHP Sone BHP Sone BHP Sone BHP Sone BMP Sons BHP Sons BHP Sone BHP 1205 3569 1025 957 872 182 661 _ 7.7 O.OB2 7.6 0.091 7.1 O.Of 7 8.5 0.100 8.2 0.100 CUBE•100-4 (1191-1680( 1/4 1456 4237 1238 1182 1116 1047 973 _ 893 775 1 Phase 10.4 0.15 10.3 OAS 10.0 I 18 9.tl 0.17 9.1 0.18 6.4 0.18 8.1 0.17 1080 4834 1413 1364 1314 1251 1189 1125 1055 974 860 12.7 0.22 12.3 0.23 12.0 T 0.24 11.8 1 0.25 113 1 126 10.8 1 0.26 10.2 0.26 9.8 1 0.26 9.4 1 0.25 1 1710 4980 1455 1400 1358 13001 1239 1178 1112 1044 U46 CUBE* 00-3 1/3 13.1 0.24 12.7 0.26 12.4 0.28 11.8 0... 11.8 0.28 11.2 0.29 10.7 0.29 10.1 0.29 9.6 0.29 (1406-1820( 1548 1606 1456 1406 1349 1292 1234 1171 1106 1820 5300 14.3 0.28 13.7 0.30 13.4 0.31 12.7 0.32 12.4 0.33 12.0 0.34 11.8 0.35 11.2 0.35 10.8 0.35 840 3218 1521 1216 988 7.1 0.10 7. 1 u0.11 6.2 0.11 --- CUBE-140.4 (775-1105) 114 1702 1588 1444 1268 996 840 3599 _ 1 Phase 8.3 0.14 8.4 0.15 8.2 0.16 7.8 0.16 7.3 0.15 1105 4230 2001 _1905 1792 160 _ 1515 1318 998 10.9 0.23 10.8 0.24 10.6 0.25 10 0 28 10.0 0.26 9.9 0.2_8 B.6 0.23 1145 4383 2073 1982 1874=00. 1755 1617 1445 1190 6.5- CUBE-140-3 11.4 0.25 11.3 0.27 11 0 0.28 10.8 029 10.1 0.29 10.4 0.28 10.1 0.27 (940.1210( 1/3 1 Phase 1210 4632 2191 2108 2008 1895 1772 1628 1442 1158 12.2 0.30 12.2 1 0.31 11,7 0.32 -11.8 1 0,33 11.2 0.34 1:10=0 10.9 0.34 10.8 0.31 CUBE-140-6 1250 4786 2264 2182 2086 1981 1865 1731 1570 1348 12.7 0.33 12.7 0.34 til 0.38 12.1 0.37 11.1 0.37 11.3 0.38 11.4 0.38 11.2 0.38 (980.1390) 1/2 _ 1 Phase 1390 5322 2517 2445 2361 2270 2173 2088 _ 1949 1817 1642 14.9 :E3=.20 0.45 14.7 0.47 11.2 0.48 .50 12.8 1 0.51 12.6 0.61 12.1 0.52 11.4 0.62 11.0 0.51 1440 5513 2608 2538 2458 2372 2280 2182 2072 1948 1802 CUBE-140-7 16.0 0.50 15.5 1 0.52 15.2 1 0.53 14.2 0.55 13.2 0.58 12.7 0.5712.2 0.58 11.9 0.58 11.4 1 0.57 (1215-1595) 2744 2677 29,13 2523 2437 2346 2248 2140 2019 1 or 3 3/4 1515 5800 t- _ Phase - 17.8 0,59 17.0 0.60 18.7 0.82 16.4 0.83 _j4 2 0.66 13.1 0.66 12.8 0.87 12.1 0.87 t2.3 0.67 1596 8106 20 00.89 18.0020.70 18.575 0.72 19.5880.74 18.110.75 14.2510.78 13.3420.7' 12.8330.70 12.3220.79 1010 4395 2903 _ 2772 2622 _ 24.: 2278 2083 1842 i CUBE-150-5 13,2 0.38 12.0 0.38 12.3 0.40 11.9 0.40 11.8 0.40 11.4 0.40 11.1 0.39 (800-1100) 1/2 1 Phase 1101 10 4831 3190 3072 2940 2795 2640 2475 2297 2093 1770 15.0 0.47 14.8 0.51 14.2 0.53 13.6 0 53 13.5 0.54 13.1 0.53 12.9 0.52 12.8 0.52 12.2 11.49 CUBE-180-7 1170 5092 - 3363 3256 _3129 2994 2848 2887 2537 2359 2147 (935.1285) 3/4-- 15 15.9 0.59 15.4 0.61 15.0 062 14.7 0.62 14.3 0.63 14.1 0 62 13.9 0.61 13.8 0.80 1 ora6.3 0.5x638 Phase 1285 5505 3532 3425 3301 3172 3035 2893 2746 2582 18.5 0,70 18.1 0.74 17.7 0.77 17.2 1 0.78 18.8 0.79 16.5 1 0.79 16.3 1 0.78 -T6 1 F6.78 15.8]-O77-a 840 4068 3173 2994 2840 _2028 2369 2024 11,7 0.32 11.0 0.34 10.5 036 10.1 0.37 9.0 0,37 9.0 0.35 CUBE-180.5 3324 3152 3002 2834 2576 2288 1893 (640.940) 1/2 880 4262 _ 1 Phase _ 12.7 D.37 12.2 0.39 11.71 0.41 11.3 1 0.43 10.60.43 1=3 -0-:42: 9.7 0.39 940 4552 3551 3388 3243 3115 2879 2854 2363 1098 13 6 045 13.5 0.47 13.1 _0.49 12.9 0,52 12.4 0.52 12.0 0.52 1 L2 0.50 10.3 0.48 CUBE-180.7 1010 4891 3815 3664 3525 3402 _ 3241` 3013 2790 2513 2104 (800°1375) 3/4 15.4 0.56 15.2 0.58 14.9 0.81 14.9 0.63 14.7 085 14.0 0.65 13:1 0.84_ 12.6 O,B2 11.8 0.50 Phase 1075 5206 4061 _3919 3786 3666 _3554 3344 3141 _2926 2652 18.5 O.B7 10.2 0.70 15.8 0.73-:H=O 1_5.5 0.76 15.1 0.70 14.7 O.7B 14.2 0.17 13.3 0.75 1120 5424 4231 4094 3965 3847 3739 3577 3369 3180 2947 "( CUBE-1S0-10 _ 7T?.3 0.78 16.8 0.79 16.3_ 0.02 _16.1 0.84 15.9 0.67 15.7 0.88 15.2 0.88 14 8 0.88 14.2 O.B6 (895.1185) 1 1180 5618 4382 4250 4124 4007 3903_ 3780 3572_ 3387 3193 1 of 3 18.0 0.84_ 17.4 0.87 Id.B 0.90 18.5 0,93 16.2 0.96 18.1 0.98 -i5.7 0.98 15.3 0.98 14.9 0.91 Phase 1185 5739 4476 4347 4223 4106 _ 4005 3903_ 3702 3514_ 3336 18.5 0.90 17.9 0.93 17.1 0 96 10.6 0 99 18.5 1.01 8.3 1 1 .04 16.0 1.04 15.8 1.04 15.2 1,04 780 4364 4387 4112 3846 3555 3221 2755 CUBE-200.10 12.8 0.53 12.5 U.55 11.5 0.58 10.8 056 10.1 1 0.58 98 0,55 (110.960) 1 875 4896 4921 4678 4438 4191 3922 3826 3240 _2884 --- 1 or 3 16.3 0.75 10.3 0.77 15.2 078 14.7 0 79 13.5 0.79 12.9 0.79 12 4 0 78 12.5T0.74 Phase _ 960 53725399 5175 4957 4741 4508 4253 3985 0.9 _ 3633 3168 -1-1-8.7 8 10.4 1.01 17.7 1.03 17.0 1.04 16 6 1.04.4 1.04 15 15.0 1.04 4.5 1 J3 14.4 1.00 Performance shown is for Model CUBE without ducts and bedscreen BNP does not include drive losses The sound ratings shown were obtained In accordance with AMCA Standard 300,Fig,1112A. LOurhess values in sores at a distance of 5 feel wet,calculated in accurdance with AMCA All models In stock. Standard 301.The AMCA Certified Ratings Sound Seal aPPlius to sone ratings only. 10 1 V iur Wi to v air conditioning & heating n 1 1 AV SERIES VARIABLE SPEED ELECTRIC HEAT/COOL AIR HANDLERS DESCRIPTION /APPLICATION • Revolutionary new HIGH EFFICIENCY design utilizing the STANDARD FEATURES second generation Electronically Commutated Motor(ECMTM • Fully Insulated cabinet rated R4.2 2)by(general Electric. Variable speed ECMTM-2 motor • ideal for new or retrofit applications.Provides constant CFM • Heaters controlled by sequencers for better temperature over s wide range of Static Pressure conditions Independent control of duct system. Equipped with flowrator for Heal Pump and cooling Unit • Sixteen field selectable airflow settings can be adjusted to operation. optimize the system CFM for each Individual mode of Built-In toll with horizontal,vertical and counterflow draln operation. pens with secondary connections. • Blower operation designed for soft start and stop for quieter • Factory Installed and tested rust resistant nickel chromium more efficient operation.Eliminates cold blast of air on heating elements. heating start up. aEquipped for multiple branch circuit supply for lower • Designed to provide low CFM for efficient FAN ONLY Installation cost operation. 0Power supply entry from the top, • Provides Improvi-d humidity control and comfort Additional Low voltage connections within the cabinet humidity control can be obtained using a standard humidistat. • Top or side low voltage entry • Simple and uncomplicated design and application.Requires Low voltage control circuit arranged to readily permit staging no special controls or Installation procedures. when required. • Compact,vitfsatlle upflow,counterflow or horizontal muitl- • Factory Installed circuit breakers on all units J position Inst'allatlons.May be located In closet,utility room, Built-In-filter provision(See Filter Chart) attle,crawl spice,; basement. t Compatible will,Heat Pumps,and single and 2-speed cooling OPTIONAL EQUIPMENT applications. • Elevating base for vertical application. j Drain pan Insulation kit for counterflow applications • Expansion valve kits i ' Goodman Manufacturing Company, L. P. 1501 Seamist, Houston, Texas 77008 (713) 861-2500 � �S•1f35 AV SERIES 2193 rj7 CITY OF TIGARD BUILVING INSPECTION NOTICE Inspectior Line (Rec-O- hone): 6?.9-4175 Business eon : 639-4171 I l 1 � Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk 14, Foundation _ nderslab Mech. Rough-in Fireplace Post/Beam Struct. Plhg. 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 Gyp. Bd. -Elect, C'. r Date Requested: 3�3�%Xf S _Time: , AN1 PM Address: Builder: — Permit h:,j/T THE FOLLOWING CORRECTIONS ARE REQUIRED: 01-1 Inspector:` Date: ? X j f APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE __Call For Reinsp. 10 CITY OF TIGARD BUILDING INSPECTI '' NOTICIEL",i Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-41717 ! V Inspection: .12aj ��f-"LZE"t ootin Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace F ist/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. j Alarm Water Line Insulation -Moch. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: �' =� _Time: AM _PM Address: Builder: _ Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: l K" Inspector:_ ✓r � Date: /-%PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —Call For Reinsp. � 1 CITY OF TIGARD BUILDING INSPECTION NOTICAt' `"/7-4- Inspection Line (Rac-O-Phone): 639-4175 Business Phone: 639-4171 t Inspection: I ��J i Footing Sus Ceiling g Spank. Rough-in Appr/Sdwlk ndatio� Plbg. Underslab Mech. Rough-in Fireplace PosJBeam Struct. Plbg. Top Out Elec. Rough in FINAL: Pos?/Beam Mech. San. Sewer Gas Line Bldg. 1 Plbg. Underfloor Rain Drain Framing Plumb. I 1 { Alarm Water Line Insulation Mech. Underflr. Insul, Shear Wall Gyp. Bd. lect. Dare Requested: Time: AM /QPM Address: 2 Ei----�_�c.c,1, ■ Builder: �f, _ct Perrnii' cly. (f 14 THE FOLLOWING CORRECTIONS ARE REQUIRED: G I -ector: _ - Date:__ n - _APPROVED `DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp, all i, k 1 CITY OF TIGARD BUILDING INSPECTION NOTICE I 1 Inspection Line (Rec-O-Phone): 639-4175 Business P/Bone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Strutt. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. 1 Plbg. Underfloor Rain Drain Framing -Plumb, Alarm Water Line Insulation -.iyuh. , Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: /� ( % Time: AM PIM Address:_7 5 7I Builder:^ J - C'(p ,� Permit #:_ `j / 7- y —Goy y THE FOLLOWING- CORRECTIONS ARE REQUIRED: '?L..G'—Z� c -lr/ °�'t.c�'Ct/r �•,�,c.li,C� b � - � _ /L...�•�. JJJ.t-l., ra �:7!'",�'. _ � ��lk t��l+ i ;a r, i i' _.c/ 17 Inspector.__ Date: -Z z' i `7 `APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp M — r i h 1 i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business, ho�: 639-4171 Inspection: Z �, 'M ` I �-rco-11) Susp. Ceiling Spr0k. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Menh. Rough-in Fireplace 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. , L'-iderflr. Insul. Shear Wall Gyp. Bc. -Elect. Date Requested: �� / ( � c, Time:_ AM7 Address: Builder: &.?-L( —G ��j Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector. �'C/ Date:_l_ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE f _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTI0f&+1QCE O/► Inspection line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Inspection: `1) - «�_ Aetz�aJ I noting Susp. Ceilini Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -bidg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Under'lr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: � _Time: _AM PM 1 Address: Builder:_(p-a --U(d k Permit #:–S/7– THE :SJTTHE FOL'_OWING CORRECTIONS ARE REQUIRED: — "'- _.rte�./ /C✓�.,.c., j Inspector:_/ ^ / - Date: _!!�XPPROVED ___DISAPPROVED APPROVED SUBJECT TO ABOVE —Call For Reinsp. o, CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 / � Inspection:�' i .G•�' .QI- �L. � C -1 , Footing Susp. Ceiling Sprink, Rough-in Appr/Sdwlk f + Foundation Plbg. Underslab Mech. Rough-in Fireplace Post!Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. w Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. t Date Requested: c��f L l 5 Time: --AM _,Y _PM Address:' ,� 7 5 `�-t - — a Builder: cv� Permit #: I �/ C'C,Y`f THE FOLL 7W%7160 E�TIONS ARE REQUIRED: J G Inspector: .4 Date: ' APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. : DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTONLAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COLTNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640.3561 or 693-4415 '�rrnit * : 62036 Project 4 . l'U046258 Status APPR(;vE1., Paq 1 of 1 ,iplied 12/20/94 Issued 12/20/94 Expires 06/1.8/95 01/06/95 05 . 31 CONELEC permit Title PHOENIX INN 2 TEMP SERVICE OTH escript i on Begun : 1 2/1 5/94 dub Address 9575 SW LOCUST ST TI S S-L 2- Wner Name Region �-,plicant. Name CITY ELECTRIC & SUPPLY lone number 242-9664 Valuation . U ApproveA_ 4 ispector Comments : Rejected — VR-RESULTS s r __�___ _ REQUEST ERROR ! a I umb i ng echanical electrical : ructrual _neral spocted by Date : (� Inspection Request-!O . 'lAmp-.-)rary Snrvi -r D.4 1. AF UN IVR I i �. - ! -: �4nF1o1bK3SAud_Nvka PFS �7 IL yak • •.:�w e'^� ,��'�;� ,..:'•�flr j`�r�':r',rA� S'r2MW'di�+�i. <�" � r' ,,.;s �� If ' y VWS INDUSTRIES,INC. I December 23, 1994 Mark Burrows RECEIVED Plans Examiner 94 City of Tigard t�C l 19 13125 SW Hall Blvd. Tigard, OR 97223cumMt)Nlly utvEtuPME1Vi Re: Phoenix Inn Motel Plan Check No. 8-13C 1 BUILDING PLAN REVIEW Dear Mark: As you know, the plans for the above referenced project were originally submitted by the project architect Charles C. Hagel . Thereafter, you completed your review of those plans for conformity with applicable codes. In your correspondence to Mr. Hagel dated September n, 1994 you provided point by point instructions for correction and resubmittal of those plans. I Thereafter, the submittal process was split to allow immediate submittal and review of plans for site work and utilities only. Thereafter, plans were to be resubmitted for the balance of permits required for the improvements. Per that arrangement we did receive permits for site work and utilities. Now we intend to submit the remaining plans for the remaining permits. This correspondence, together with plans attached, are intended to j constitute resubmittal of plans with corrections of the items recited in �. i your correspondence of September 30, 1994 incorporated herein. Per your suggestion, this correspondence will walk through the correction items recited in your correspondence of September 30, 1994 and recite appropriate action taker., referring where appropriate to the particular sheet and/or detail on the enclosed plans at which that corrective action was taken. In reviewing this correspondence along with the enclosures, please remember that items 1 through 17 were previously resolved with respect to the resubmittal of plans for the site work and utilities permit. Accordingly, this correspondence will commence discussion at item 18 on page 2 of your correspondence of September 30, 1994. For what I j expect to be our mutually acceptable convenience, I will make my notes in brief, summary fashion. LLQ COMMENT 18 Pool and spa are handled by our General Contractor on a bid/design basis with a pool subcontractor yet to be selected. As soon as a subcontractor has been selected, pool and spa plans will be prepared by that subcontractor and submitted for review with an application for issuance of the pool permit. 280 Liberty St. S.t'.. • P.O. [lox 2508 • Salem, 01.1gon N;308-2508 I Telephone 503-585-6221 • FAX 503-362-0798 ter. °r. a Page 2 Mark Burrows City of Tigard December 23, 1994 LLErI COMMENT 19 Architect has advised that the project engineer, John Sherer, resolved this matter to your satisfaction by phone. 19 See notes regarding handicap fixtures on sheet 7. 21 (1) See note on sheet 6. (2) See note on sheet 6 (left side of page). 22 Architect advises that this matter was resolved by the a project engineer, John Sherer, in a telephone conversation. Exception (2) of section 503(d) was used. 23 See notes on sheets 5 and 16. c 24 Sprinkler, fire alarm and strobe/visual alarm plans are handled by our General Contractor on a bid/design basis with a subcontractor yet to be selected. As soon as a subcontractor has been selected, plans will be prepared by that subcontractor and submitted for review with an a application for issuance of the permit. # 25 See notes on sheet 5 and detail 1/16. 25 See door schedule - sheet 7. 27 The exception cited is 4B(iii ) (100 lineal feet and 9,000 square feet) . See sheet 7 and detail 4/13. 28 Tempered glass used - see sheets 2 and 6. Removed windows at office-first floor. 29 See notes on system at sheet 7 and locations on sheets 3 and 4. I 30 Door 11 revised - see sheet 6. Door 13 only for staff storage. Lever hardware - see note on sheet 7. t; 31 See sheet 7 fc%r one hour assembly. 32 See sheet 2 for doors 4 and 5. See door schedule at sheet 7 for doors 5 and 2. See sheet 6 for windows removed at C-1(11 ) , C-1(7) and D(11 ) . 33 See note A/6 on sheet 2 for one hour frame assembly. 34 See door schedule at sheet 7 - revised. 35 See revised door locations at sheets 2, 6 and S-3. 36 See sheet 2. J :f n 3f: 'z Page 3 Mark Burrows City of Tigard " December 23, 1994 DIEM COMENT 37 See additional hardware - group 17 - sheet 7. 38 See sheet E-6 - revised and sheets 2 and 6. , I 39 See note on sheets 6 and 16. Note also locations on sheets 2, 3, 4 and 6. 39 See note on sheet 16. 40 See revised details 1/13 and 1/14 on sheet 7 - moved to top of roof break. 41 See note at 3/13 on sheet 13. 41 (1) None in building. (2) None 1n building. (3) See note at 3/13 on sheet 13. 42 See mechanical drawings - sheets M1 and M2. 43 See note under glazing on sheet 16. Also see sheets 13 and G: .14. 1 Calculations stamped. Structural notes removed from sheet 16. \3. Notes added on sheet 14. See revised plans on sheet S-3. It is 18" footing pad. Architect revised detail 4/13 and cut on sheet S-1 . See revised plan on sheet S-1 . s Not a problem because of type of soil - verified by soils report. See notes on zheet S-5. See notes on sheet S-2. - See sheet S-4. See sheets 13, 14 and . Architect advises that Civil Engineer, Ron Fuller, has already resolved directly with City Engineer. � a , � 2 I h it 1 '1 '� � - �' � 1 +d�F tv�,., iir: •r'a a cle . _14.,1^9 I �R b , r µ��r41' In t,Ta r"' ''F: • I � s'7�iSR' k+ y, q , 4 °,'at!h is ,. ., w.. �r Page 4 Mark Burrows City of Tigard December 23, 1994 I t Architect advises that Civil Engineer, Ron Fuller, has already resolved directly with City Engineer. See detail 14/S6 on sheet S-6. Y 5. See sheet 14. See sheet S-3.* See sheet 13 - detail 1/13 and 3/13. ' STB,, Hold-downs on sheet S-1 . Architect advises that Civil Enaineer, Ron Fuller, has already resolved directly with City Engineer. Per your request, I submit this correspondence to accompany the three sets of plans attached. Please bear with me as I have attempted to recite the project architect' s notes for each item corrected. If you have any i continued questions after review of this correspondence, please either j call Charles Hagel or myself directly by telephone, depending upon who you think would be able to make appropriate response with greatest ease, convenience and speed. This shall confirm that: (1 ) Electrical Plans are being submitted to Washington County, , (2) Plumbing Plans are being submitted to Mike Sheehan at the City of Tigard, and (3) Sprinkler/Fire Alarm Plans are being submitted to Tualatin Valley Fire & Rescue. Thank you for ,your courtesies and cooperation throughout. Ver truly ys, Steven V. Johnson President SVJ/db Enc. '4 i Fee DEPARTMENT OF LAND USE 3 TRAMSPORTATION f LAND DEVELOPMENT SERVICES DIVISION WASHINGTON 155 NORTH FIRST,HILLSBORO,OR 97124 i CVOON-�/' INSPECTION REQUESTS: 503/640-3581/893-4415 1 i OREGON XXXXXXXXX -> 1540-: 4'7U Page 1 of 1 Date 12/20/94 1'i.me 09 : 28 Permit 'Type Commercial Electrical Permit Permit # 05U62036 Permit Status APPROVED Applied 12/20/94 Situs Address 95'75 SW LOCUST S'1' 'i'I Issued 12/2U/94 Permit 'Title PHOENIX INN - 2 TEMP SER\11L(IE Completed ' Permit Descr. To Expire 06/18/95 Project Title SFR - ELE( /'TEMP tit ttv Project # PU04b258 * EROSION t7 Project Uescr .. Land Use District Parcel Number FValuation 0 Leclal Uescr .. Construction UTH Owner Classification 900 Applicant Name CITY ELECTRIC a� SUPPLY : R3 Applicant Addr . : 10014 SW CANYON RD Occupancy PORTLAND, OR 9'7'225 Validated by PH Applicant Phone: 29'1-9b64 Inspector Area i ` Fee description Units Fee/Unit Ext fee -Data -----------------•--•---------`-.---- ----------- - 2UU amps or less 2 aU UU 100 . 00 Subtotal E1.ectrical Fees : 100 . U0 State Surcharge of 5`t. 5 . 00 ' 'Total Electrical Fees : 105 . 00 Fees Required Fees Collected & Credits *** ` ------•-------------------------------- ------ Method Check # Receipt No. Date Payment 1' CK 6 /86 12/15/94 105 . 00 Fees : 1U5 . UU Ad ustments : . 00 'Total Credits : . 00 Total Fees : 105 . UU 'Total Payments : 105 , 00 ( balance Due: . 0 o- >y 4. u a NOTICE: This permit becomes null and void If the work or construction for which It Is Issued In not commenced within 180 days. Once construction hes started, the permit becomes null and vola If construction Is Interrupted for a period of 180 days. I certify that the Information prosented by the applicant and his agent or agents in support of this permit Is true and correct to the best of our knowledge. I acknowledge that the Building Department's reliance upon false and misleading Information may Invalidate this permit. All provisions of applicable laws and ordinances governing the construction and use of this building or structure will be compiled with whether or not specified on the pinna or noted on the plana correction chests. I acknowledge that the granting of a permit does not grant authority to across private property or to use easements. I further acknowledge that the use or occupeicy of the stricture or building permitted depends upon my calling for Inspections at various times during the process of construction and the building Inspection staff verifying compliance 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 Ilan may be placed on the title of the property upon which the permit Is Issued specifying that the use or occupancy of the building or structure Is provisional and revocable until the satisfaction of all Inspection requirements. APPLICANT'S SIGNATURE ai a p �1 1 ,....,.,• .... .... a�u•,Nvn'.�tuM19M{PG,1l�. 1 ' DEPARTMENT OF LAND USE&TRANSPORTATION 4 1 WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,ON 97124 COUNTY, INSPECTION REQUESTS: 503/640-35611693-4415 OREGON xxxxxxxxx--> 640-3470 C Page i of 1 Date 12/15/94 Time 16 : 42 Permit 'Type Residential Electrical Permit hermit # 05061935 Permit Status APPROVED Applied 12/15/94 Situs Address 9575 SW LOCUST ST TI Issued 12/15/94 Permit Title SFR - ELEC/TEMP SEHV Completed I Permit Descr. To Expire t 06/13/95 Project 'Title SFR - ELEC/TEMP SERV Project # P0046258 Project Descr , * EROSION Parcel Number Land Use District Valuation U r• Legal Descr , �. Owner Construction o'i.'H Applicant Name : CITY ELECTRIC & SUPPLY Classification foo Applicant Addr. : 10014 SW CANYON RD Occupancy Ei3 PORTLAND, OR 97225 Validated by LG Applicant Phone : 292-9664 Inspector Area Fee description Units Fee/Unit Ext fee Data t p --------------------------- ---------- - - ._. _ ._--------_.----------------•----'--------- 2UU amps or less 2 50 . OU 100 . 00 Subtotal. Electrical Fef-r : 100 . 00 State Surcharge of 5% 5 . 00 Total Electrical Fees . 1U5 . 00 tees Required Fees Collected & Credits *** -------------------------- ---------------------------------------------- Method Ch ck # Receipt No • Date Payment cK 678 12/15/94 105 . 00 ' 'TOTAL THIS DAT ' ******rt rt* 105. 00 Nees : 105 . 0 . Adjustments : 0 'Total Credits : . 00 Total Fees : 105 . 0 Total Payments : 1.U5 . U0 Balance Due: . 00 i , 1 NOTICE: This permit becomes null and void if the work or construction for which It Is Issued Is not commenced within 180 days. Once construction has started, the permit becomes null and void If constriction Is Interrupted for a period of 180 days. I certify that the Information presented by the appllcaut and his agent or agents In support of this permit Is true and correct to the hest of our knowledge. I acknowledge that the Building Department's reliance upon false and misleading Information may Invalidate this permit. All provisions of applicable laws and ordinances governing the construction and use of this building or structure will be compiled with whether or not specified on the plans or noted on the plane correction sheets. I acknowledge that the granting of a permit does not grant authority to access private property 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 various times during he process of construction and the building Inspection staff verifying compliance 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 Isaued specifying that the use or occupancy of the building o,structure Is provisional and revocable i rtil the satisfaction o!all Inspection requirements. APPIICANT'S 3113NATURE tl �, ,� h - WASHINGTON COUNTY ELECTRICAL PERMIT Department of Land Use & Transportation Electrical Inspection Section APPLICATION 155 North First Avenue, #350-12 Hillsboro, Oregon 97124 ,r- ` �0 3� Inlormatlon: (503)640-3470 Fax: (303) 693-4412 ProjecVPermit (per _ PLEASE A PRINT Number Date e • 4. Complete Fee Schedule be:ow Number of Inapectlons per permh allowed 1. Locatl n of Installation Address =�5 ��.1 1 nir Service included: Items Cost(ea.) Sum Buildingg A. Residential-per unit Suite No. it We' Each a City � d 1000 sq.n.of less 3110.00 6 Tenant additional 500 sq.ft (H commercial) _—gerl1131 1 w►k— or pin on thereof $25.00 Llmite d Energy $25.00 1 Tax Lot Map No. Ebc` Manuf'd Home or Modular �, Dwelling Service or Feeder -- 368.00 2 wi � Thomas Map Book: Page. Section:�-2 D1rectionsB. Services or Feeders --_ Installation,alterations or relocation 200 amps or less $60.00 — 2 Commercial Residential❑ 201 amps to 400 ampsa $60.00 — 2 401 amps to 600 amps $120.00 2 601 amps to 1000 amps —___ $180.00 - 2 2a, Contractor I stallation only: Over 1000 amps or volts $340.00 —_ 2 Electrical Contractor �QGReconnect only --- $50.00 2 Address. - Date 1 _ Job- umber C. Temporary Services or Feeders Property owner t _-- Installation,alteration cr relocatlo $55.00 W 1/)V O Q) ` Contractor's License No. ! 200 snips or Ie 201 amps to 400 amps 375.00 2 Contractor's Board Reg. No. 401 amps tr 600 amps _,_ $100.0o 2 / Over 600 a nps to 1000 volts see W above I ,fir,-Elec'n r Signature of SuL — / I License No. one o. - D. Branch Circuits New.nita,ation or extenr.lon per panel I 2b. For owner Installations: a) The fee for branct circuits with purchase of servrn^e or feeder fee. t Each branch circuit $5.00 2 Print nerner—e—FTarne one o. b) The fee for brarch circuits without purchase of service or feeder fee. Address First branch circuit ——_ $.95.00 2 -- State ip Each add'nl branch circuit, $5.1 2 E. Miscellaneous (Service or Feeder not included) rhe installation is being made on prCoeq 1 own Each pump or irrigation circle $40.00 _ 2 which is not intended for sale, lease Or rent. Each sign or outline lighting $40.00 2 Signal circuit(s)or a limited Owner's Signature enorgy panel,alteration or extension � $40.00 2 F. Each additional inspection over the allowable In any of the above -�- — 3. Plan Review section (if rt:�iva►red) Per inspeclion $35.00 p Please check appropriate hem and enter 1 action 5B. Per hour _ $55.00 — In Plant $5 '00 I —4 or more residential units in one structure _Service over 800 amps; feeder 830 amps or more 5. Fees _____System ov,%r 600 volts nominal A. Enter total of above fees 100.00 Classifieu area or structure containing special 5% Surcharge (.05 X total fees) $ C. oc _ - occupancy as described in N =.r . Chapter 5 Subtotal $ B. Enter 25% of line A for j Submit 2 sets of plans with application where any of the (Plan Review if required (Section 3) $ above apply. Not required fcr temporary Lonstructlon Subtotal $ services. Less Bulk Lahel Fee $ - - Balance Due $ o`,0 For Inspections call i This permit becomes null end veld H the work aulfwrlxsd by IM permit le not eommsndd j 640-3561 or 693-4415 within 160 days from dere iseuance of such permit or 11 the work authorized Is i suspended or ebendoned at any time offer r cork Is commenced for•period of IW days. 24-hour recorder, one working day In advance of need ewcoicai permits are non refundable and non transferable 1/94 a. ,a • ;� , iw n r . 1} � I H ' c `✓y��y,h n- r.v,S,a�^w.Mio�1'1�'f 'r�nft+ ,--1 � ' ITYOF TIGARD SITE i WORN, COMMUNITY DEVELOPMENT DEPARTMENT PERM i I t 13126 SW Mall Blvd.Tigard,Oregon 97223.6199 (603)639-4171 PERM I T #. . . . . . . : SIT94-0044 DATE ISSUED: 11/ 10/94 F)ARCE:L: 151261)(3-04700 ;ITE ADDRESS. . . : 09575 SW LOCUST T ZONING: C - �' SUBDIVISION. . . . : LE HMANN ACRE T R )C I BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :a TYPE OF WC7R1'.:NEIN F'AVTNG'?. . . . . . . . . :YRESG. NO. i EXUV VOLUME. :6060 cy GRADING ?. . . . . . . . :Y VALUE:. . . 6 : 165000 ( 1 FILL_ VOLUME. :00 cy I_.ANDSCAPIN(':3?. ., . . ,Y ENG FILL .. . . . . . :N SITE. PREF'?. . . . . . :Y 90I1_S RPT FREOD ) :1.4 aTORIh DPAINS'! - - - :Y I IMF'ERV SURFACE. . :00 sf it Remarks : F'heonix Inn- SITE WORK ONLY ' ! A r-eyi.rest for Site DevelopmPot Review approval for a 5A to 56 ;snit motel. Compref,ensive Flan : Commercial F'rofessi ona d 1' (C:--F') , Zoning: Commercial Professional (C--F') , Location : 9575 SW Loc,.lst Street (WCI'Ivl 191 2`6DC, tax lot 4700 and 4701 ) . ONSITE WATER QUALITY FACILITY A-S O(-'L,. ON f THE FIRST F 1_OCIR. Owner: VIP5 INDUSTRIES, INC type amol_cnt by date recpt 280 SE. LTS RTY STREET PIRMT $ 645. 50 JG 11/03/94 5PC1' $ 32. 28 .JG 1 1 /11113/94 - SALEM OR 9'731711 PLGK t A19. 56 JG 1 .1/08/94 Phorre #: 585-6221 EROS $ 80. 00 JG .1 .1 /08/94 - EFRP $ x'7-"6. 00 JG 11/08/94 Contractor: _.___.__.__-__..__....__..-- -----.---.__..____.-rRF'C E ,;6. 00 JG 1. ]./08/94 SUPER ONE, INC 10895 SW , BEAVERTON OR 9700 Phone #: 643-5721 $ 1229. 36 TOTAL � Reg #. . . 57193 REG1J 1 RED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Lrosion Control. __-___Y_._,_-_____ ___. .. Tigard Muni:ipal Code, State of Ore. Specialty Codes and all other Exc:avat i on Insp 1 applicable laws. All work will be done in accordance with Fill Inspection approved plans. This permit will expire if work is not started Grading Insp i within 180 days of issuance, or if work is suspended for more Strm Drain Insp than 180 days. Final Inspection Permittee Signat�-cr : Issi_ced By : __._.. Call 1 ( ov irspert ioci - 639-4175 1 i I , 1I. I r. , `'..�°'�'MI� fkhNl'�wu..a«..__. ,.,,dn�F'0' i3'W!x:.,:....,.,,..._. ..,. :«y,.,WRMtIgwXill �lHlhf;^Rf'•liTMl. Commercial Building Permit Application City of Tigard C 5 17'L w T 13125 SW Hall Blvd. -- C" Tigard, OR 97223 (503) 639-4171 Jobslte Address: 9575 SW Locust, Tigard, OR 972.23 Tenant: n/a Suite # n/a Office Use Only 5if c Z�l Flanck/ReC Valuation: -x,680,000.00 / SCS O�U� Permit # .`�r e) VIP'S Industries, Inc Owner: Attn: Steven V. Johnson Map & TL# ■ Address: P.O. Box 2.508 .,,,�i,�rvrav i��nutlr�ttl Salem, OR 97308 Planning Phone: (503) 585-E22.1 Engineering IN'4M MNAI'!Mri4M'i� M�11Nw Othe 7r�`hYl� " 4 Supe- One, Tnc. s Contractor: Attn Andy Ilgmm 771 Address: 10895 SW Fifth Type of const:yye-z ` I NAa-k Beaverton, OR 97005 Occupancy clasp: Phone: . 503) 643-5721 Sprinklered? Yes No r Contractor's License # 57193 (Oregon) L,A%j 0 - 3'714'0 s1L. (attach copy of current Oregon license) Sq. ft. of project: gu1t-A t N(p 3 3�/go Y 5 . Story (1 st, 2nd, etc.) 71ir'tRt Archltect1Rx@loser: Charles C. flagel Proposed use: 56 unit motel Address: 7035 SW Hampton Previous use: vacant land Tigard, OR 9722.3 Note: Plumbing & mechanical plans must be submitted at time of Phone: (503) 620-3825 building permit application. COMMENTS: VIf7� 1'n ustrie�, Inc: President (503) 585-6221 Applicant Signature & Phone number Received b- /%' / Date Received: ' ..'- �:.n,,.- Wnv•.,rM3'•Sf JF4'414{'.A1...IbRblM"F''T,�'�1� . I I' Permit # Account Description Amount Amt. Pd. Bal. Due 9 9y of Bldg. Permit (BUILD) _ �� • S� f Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tar. (TAX) Bldg: 1 Plumb: Mech: t Plan Check (PLANCK) •Su Bldg: _ �o,L,o Plumb: Ple,Lk 144 Y' ev Mech: �sr c ' Coj - Sewer Connection (SWUSA) _ Sewer Inspection (SWINSP) _ Parks Dev Charge (PKSDC) _ Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (T!i--1) Institutional TIF (TIF-IS) _ Office TIF (TIF-0) Water Quali (WOUAL) Water Quantity (WOUANT) _ Fire District (FIRE) TOTALS: OCT-27-194 TNU 15:48 I D:()IPS IND. INC. TEL 40:51,3-9-eE--6221 #311 P02 Fi OCT-27-94 13- 61 FROM, eflDOwf cl{ 80fVp naPr f 0 1 5032276717 DACE R 20011 Has 135a19s 1ili0Mf AWr No Ify TKRs Nalmen • Viv's Industries, InC, is srinalptl, lou! A nsuranva co*any t sm ,01AY LUCnoritaa eo ea aaa•ra sty Hare n r • rale as tCy, are �oia!!Y Raid sewrally hold bownd unto Zg�old, oragar�, a sNato 11 the Ocat• o! os„non, trio- City Cit O1Dll M, iR the t1W of 1 0 Y0. +�� brrtlnalGis' Called 1�sioQ !or ttsr ptY ►t o w Mme-, S avlul ma�,ey of the United stator+ of ■ey"Aliv bind Ourselves, our 4000064084 18 ��[meal� e�!m surety,Ytse prie as. � lY by these psaset�0, W= CMTTiC I OF Taxi ➢OIC AM 0200AMN td $vox, that rhe principals are gradin Ind installing erosion Control irVravatno,att in ;%Qer%ix Inn r �� toat aUR amevsd iv , iy ! Tsprd, Oregon. pbasrve +and� i! the ?rieaipal l,aroifs rail faithfully and truly osRp y w�Ch ail ler aftid a4Aditio�fr o the approved rsding p1W ala shell well and terry perform All �nat�trr and cbsstQl uadar�alea� re be pwelofrnwd wader all ordiaaaoea, we",aeioat allot eontd Sons d the +iipse epptel ble to laid davoiepmant and l,mpsovemenR, and shall prq y make p are to all persona pupplying loaf os, s+atexlal for provided by a«id s#rgWWt , end shall not parn�lt say lean of claim t C�e verh Of proieQu9ed atosost the obliges. than this OA14&tion &hall obs void othwl,re to rW41p LA lull force and of ft", to the event of suit or action be riled by the Oblige* ha�routfds�r tb "gor o said o00traot or to recover under tLe toms of this bond. r ad+d r fan tO alg qe1 d bs and remedies, rb• tlib def the e�r00C ie aball 9savail, ,hail �tslz1 41% to recover sub sump is 0e Mart 'r:Y adjudge reasonable is dog tcteow s foes. iH 1RZ'Nbss , the pt+tint hereto have osused this bo" to tae exogrtitied this day of 00 0 •r �,.� S1'vn 's InduaLvii, t - ( Q ►\ �L �.., to Wit acm of the vowel of Attorney In--••nsurtm a com�j&ny of th,a wsot Built be attaabo to she ortginsl of std, this bond) , - $tmay R,�1 11.. �w ColurnAia, 01 f _ S I F"T. 2-;-64 i3 , B2 FROM OFDDWI CK BOND? DEPT 117 CO.^.7a7ti717 PACE 7 Insurance Company of the West HOME OFFICE; SAN D1100, CA41ROMMIA POWER OF ATTORNEY � XNOW ALL MEN BY TMISE PARIENTBI That rNEURANCIF COMPANY OF THE WEST, a Gorporal►em duly authoN&Id and existing under the laws of isle fit ll$of QALIPOANIA and having Its Prinslpel aMlee In 116 City of San Diego, Celllornta, does hereby nemlhol s, ' eenaltlule arid appainf: g to C}r A. Flynn IIs Irue one 11064 Anornay(4)•In-Poet, with full power and aufheetty,hereby donlerrse In No name, olstu and stead, Is sxoowte, Goal, 1 eeknowledgo and dsllyw any and all bends, undertakings, feesgnlsanoee a other wfillen obligations In Me nGfurs Ihsreol, E US Rower of Altatrley Is grantrd .and is Signed and 606100 by 15081MUS under and by,tho authority of the J6116wlflg Aaeeluben adoptee by fhb blvd Of Vireelers of INIti)RANCr COMPANY OF THr W93T at a m.atino duly salted and held en the 111h day of AUOUIT, 1011111,whish sold lleeeluGon has net Men Imended Or ftUihded and of which the fallowing IS a it#$, lull, and aemplele copy, 0 -MISOLVBD, that Mo Chairman of the Board, the Pfoolttsrll, an Baeoufeve Vloa President of a Benlar Viae president of the CeTpahy, be, olid that math Of any Of them IN, aYlhlMied to esowit Powers of Anornsy 4u6lUying the attorney horned In the 91wn Power of Anerney to trxewts! on aent111 of the CompsnY, bonds, undorlekings, and all Mmttael& Of Suretyship: and trial e Viet Prsrldeml, Mm Assistant Via Preeielent, a Smarelary or am Assistant SepretGry be, and that each or Any of them hereby W, aYlhsfllmd is onset the saeeuhon of any swsh Power of Attorney, amd N ansich thereto the $eal of the Company, FVFITHIR RGIIOLVED, that Iho Gigna►ures at suO oflldar& and the still Of the COrnpany may be aflls06 to any auah power el Atlarney or 10 any oendlasle relating lhere►a by fa011IM1ll, and any rugh power of Anorney of taflllleale bearing au0h 10 1fnl1 engnAlurts at NpAlrmlle 1641 shall be Yoko ana binorng YOon M• Cornpmny when so eMramd and In flit lulurs with rasa It any bend, undmna111ng of oanuaet Of aure"hio to what► h Is ehaehee, FURTHER R1IOLVID, that the Ahsrmey-In-Fay may be short lull power to execute for and In the name of end en behalf of the Company any and III►ends and underlallings as the bv&Ihesj of the Company may reourre, end shy tush bends a undertakings ax0euled by $my Such Anefnayelnapsol &hall be a bindrng upon tht Company 6&it signed by en ed &my w h bon 01 the Gompengs IN WITNI11 WHEREOF, INIURANOR COMPANY OF THI WEST liar butte Its OMldad seal 10 be heraunte affixed and &holt preemie Is be signed by As duly avthon:cd elhGsrs this 4th day of April r 1992 0 a1YrWr IN"1 01 OMPANY OF THE WRIT 1 NHalrri tTATe OF CALIFORNIA v�11 COUNrr Crr BAN DIE00 Stu; r�rsrr - .�..�,.1✓(.,A,,,�_ slim L, Hannurn, Isnler Vice prealdsnl On this 4th of April , 1992 bmfbrt the subscriber, a Notary Publio of Ike F3tate at Calllernla, M and for the County at T, t Pets p duly bofally k rsslm I d And euatlhad,cam John L. MAMum, Oenlor Vlu Presldsnt of INIURANCE COMPANY OF THE WELT, to me personally knnwn to be the mdividusl and en ser dmscrioed in and whO sxeauttd the PeMding matrumant, end he e0110WIedpd the extoullen el the Mame, and being by me duiy ■worn, deposoth and Smith, that he Is the said aMleof of the Oerpolollon steresard, end that the NMI afflxmd to the preMdmg inalrurttent Is the Corporate teal el the Bald Carpe►allan, MA authority an That the slid Corporate Bea1 and his signature as such eMkoer were duly mHl%ed and suesorrboe Io the cold Inell, Me by the e alfeellen of the 111111111 Oerperauon, IN WITNBlbf WMl11RCF, I herr Mrcunte set my hang end hr&t above Wilton, affixed my 0"10141 Goal, at the City of film Clegg, the day and Vaal M."W316NAJ �XN ITATG OF 6ALIPORNIA Mfr IWsoION PRtifCOUNTY QF 1AN DIE40 1t' f 6 UAgY 13I C Nmly Public I, the und"Iffned, G, Warned Davis, Vrom r" enielent et INauRANCB COMPANY OF T POWER OF ATTORNEY, of "MHG W1Or+ Mraby oertlly Mal tis• I pr tlns1 illi the le,10teu,p u a lied, lura and gT,eorrera asps. Is In lie!! 8T, and ehmAl, and het nese ►ssn revoktd. IN WITNCIl6 WkF,glepr, 1 lieu herevgro tweaorleen my name ar Pretldant and alhr,ed Ihr CtrNrrre !teal el the C*raorae,bn, !hu 27th day of nctabor 1994 """'7 ""' 40, INSUAiANCI COMPANY V THE WFRT �t"`rr4rrf\ neer +T RECEIVE ! TUALA'fIN VALLEY FIRE & cESCUE AND COMMUN1IY UFvt, BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503)526-2469• FAX 526-2538 November 22, 1994 �I t, Vanport Fire Sprinklers, Inc. 6101 N.E. 127th Avenue, Suite 200 Vancouver, Washington 98682 Re: Phoenix Inn 9575 S.W. Locust 5989A-359-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans cannot be approved at this time. Please revise correcting the .following items and resubmit for review and approval . 1 . Submit cut sheets on equipment and materials to be used, including but not limited to piping, automatic sprinkler heads, back flow prevention (friction loss tables) , and any other specialized equipment. 2 . For area 2 and area 3, flow graphs de not agree with ending pressures and flows of hydraulic calculations . Please revise. 3 . Pipe sizing and dimensions (lengths) were not included t on much of the piping system of the plans. Please add i the needed information on the plans. 4 . Node notes were missing from the plans. Please add as necessary. 5. Peaking calculations shall be submitted for both area 3 (room) and area 2 (all) calculations. "WorkinS"Smoke Detectors Save Lives E tN:tIM.`,K4+a�+e;,pptJ,yDNkeklsef+lc+�.,a;o:^weo-G�ti,7��;"st,fwtr• ; ••.ryy,�.A4'' , vpy,, Y�r+MNx•Wiaba'.S�'h`'yMYpNP;F,. �w�, a+A'y{'�'�` 'y. q� c 1 Vanport Fire Sprinklers, Inc. November 22, 1994 Page 2 6. State of Oregon has adopted the Uniform Building Cede Standard 38-1 and 38-3 which are amended revis.i:,ns of the 1989 Edition of NFPA Standard 13 and the 1989 Edition of Standard 13R. Standard 38-3 Section 2-5.3 refers one to Standard 38-1 for pipe sizing. Standard 38-1 Section 7-1 .1 .2 does not allow less than 1-inch nominal ferrous pipe (3/4-inch nominal copper tubing) . City of Tigard Building Department has advised this Plans Examiner that they will accept a listed plastic pipe allowed by UBC Standard 38-1 Sec. 3-1 .1 .5. However, it shall be of not less than 1-inch nominal ID. 7. Piping systems for dry stand pipes shall be interconnected at the lowest point of the system. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, V Gene Birchill, DFM Plans Examiner GB:kw cc: City of Tigard Building Department Steve V. Johnson VIP's Industries, Inc. P.O. Box 2508 ,,•,;,• Salem, Oregon 97308 U l• h S j .: ,.r.. s,,.h 1 z , �.t „`�.lu.� ��.a u •a .;�T x 1N nrns;, rtU!rypqu " .. �� 1♦� �*} ,:,,4"v'K"' -N�►�,�1(. "F' ,.4 � 4 �P d .�N"+�S�yWka�W+1•`' .. xr! I i _.......-..... ... .. a .... r—--^•« .-.......__._.....�.�......ww._+..--.e-.._..,___.aY......_..n_...:.w._.........__,._........._._.�._.�_.._�—..,._...�. _._.. .—. __� _.._. ... � I (Jf F•'1-1YMFhJT Itl l t. l!'1 1111. a 94 IVt 1MG 11 It II 1:a_�f.i I t l l l f..tC!"II t1M111.J1'J C 4�. Oil) 1. -., IG�Iii)f�r �••., e C ilYrU-rJl f)FaiF. x a llVl�:er4a !a11I1)IvIS.1�If1 1 II r�f) Ufstar MF N T WMf.II.IFJ i I�H l'p ?I Iftf'1►`.F OFE•'tIYMF?.N I "MI RIN r V11-1111) X11 i 1 I ! I•II i I.*.RM 645. !"M !TT. lil 1 lI l) H I t ,t 1 ;�sl III f..F: Ff. 419 rZo3 FRO"'MIN (AINIHO._ PEHMXIFt�F tstr�� w.�v� I 1 t1+1' � 11 II'1 � �Ihi'1I•tC;11.. C•L.til! I::h; 1,. fl1Vl N.kl)Ei 11IN t;III�I i Itl H_. 'f�. (/J t �I I� 1 1 , � �� a r•1 1 � t r.0 , I ) i 11.11. fII�i111 Ifd I 1't t 1 I I I f 71 1b e 711 t •'.� `.a �panyr�r> SNk',Sc� v�•s>arn+. ,. .. . a i t y �.+sw/ir'w:MlelWM �hMq+Mwror k�mnw,.._... .. ,.., .. :e, .•,• .,, ,.. ............< .i:.t..M..z.i.enui: +NYMYtdI 'WP�'�t�'�.!�'.'�42etr iiwa'�•^!h;^,'YJY�'�'+�NI�"+PeyLNI ',:-.J.. 09 '30-•94 09:35 'x`503 68.1 T297 CITY OF TIGARD IQ]ii09 n10 � 7 Plan Review Date _ 11_3 Z9 CITY OF TIGARD OREGON 1 Soils Speclel Inspections This form shall be signed by the Owner, Engineer or Architect of Record and retumed to the Building Division prior to Issuance of the permit. Please note that a separate structural special Inspection form m;jy be required. Project Address: 9575 SW Locust, Tigard, OR 97223 Pro)ect Plane: Phoenix Inn Architect of Record (Firm): Charles C. Hagel Phone: 620-3825 Engineer of Record (Firm): Phone: Soils Engineer: Scott Taylor/Charles Lane Firm., Braun Intertec NWhone: 289-1778 Lot: Subdivision: The following special Inspections shall be performed according to the State Building Code and City of Tigard's Municipal Code Chapter 14.06.010 - 14.06.040: ❑ Engineered Grading (>5,000 cubic yards) - UAC. 7014 Q Regular Grading - U.B.C. 7014 ® Compaction Reports (per ASTM standards listed In U.B.C. 7002) Testing Agency: eY,.1 a� ey7r'G o Phone: LL,?(R . ® Other on site retaining walls The owner hereby agrees to empl above soils engineer for the above-noted special inspections. i Signature of Owner PrintSteven V. Johnson _ Name _ phone NO. (503) 585 6221 $fit Firm VIP'S Industries, Inc. Date to/ Q/�9 toiM�idox � . f 13125 5W Hall Blvd., 11 I gGrd, OR 97223 (503) 639-4171 TDD (503) b64.2T,2 v , Vy ''bre!" '� 4 fj,�d4w4AM4Mif�iP'r.�M�uAWO'na, t +Y November 3, 1994 CITY OF TIGARD OREGON ` Braun Inter=h 5405 N Lagoon Avenue Portland, OR 97217 i Dear Doug Bow: The owner has notified us that he/she will retain your services to perform Sperial Inspections in accordance with the provisions of the State Building Code, permit documents, and special inspection requirements. The 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 that 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 si final report at the completion of each category of work that you inspect. (See U.B.C. 7015 for soils special Inspection final report requirements). 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 any questions, please call the Building Division at (503)6394171. PERMIT NO: Sit94-0044 OWNER: Phoenix Inn Motel PROJECT ADDRESS: 9575 SW locust Street PROJECT DESCRIPTION: Site work only for new builidng TYPES OF SPECIAL INSPECTION: Regular Grading, compaction reports and on-site retaining wails Sincerely, Mark Burrows Building Division c: roti lil.dic t i 13125 SW Hall Blvd., Tigard, OR 97223 (503; 639-4171 TDD (503) 684-2772 -- 1 t'. CICT-26-1=+4 WED 01 : 73 F•r-1 E-F'WJN INTEF.'I'EC N. Ld. - F'DX 1 1303 =1'? 191G: F'• 472 BRAUN' 6►oun Interts, Northwest t :475 North LoVvi Av�nu• PO 8n r 17125 N T E R T E C 603- r.d,Urepor 0!211 M1•. SO]•209•I1?(! fuA: 2b?•1718 1i�r„innq r+n•�1.':ri�r•neh $truing i3' f�,�Cvih v•,d Pl,�hn el F.n�n•lnF,Ntt! October 20, 1994 ^�Mr. Steven V. )uhnson VIP's Industries, Incotpor'ated 4 280 Liberty Street S.E. P.O. Box 2508 Salem, Oregon )7308.2508 Dear Mr. Johnson: �i Re: Phoenix Inn Motel, S.W. Gicenburg Rond and S.W. Locust, Tignr'd, Oregon. .y We have at your request reviewed the drawings for confortrauice of the proposed retaining b wall to the criteria set forth In our Geolechnicnl report of April 12, 1.994, The use of a friction fnctor of 0.45 having no safety factor applied till it is applied in a computer program is cumparnble to our friction factor of 0.30 where we have applied a safety factor of 1.5, The site will accommodate the retaining wall systent and it appears to have been designed to I the criteria set forth in our Geotechnical report for this property, { We will be available for further consultation as you may require during the remaining phase of design and construction. :. Sincerely, r-1N.4.1 r Charles R. Lane, P.E. ; Senior Engineer 0Rt,o!4 crl/ljh r �S Ft• �' I 4 I:hystem\9Wdrirt\vip9in 10.A y i 9P. Y. Y i� I n � i September 30, 1994 C'7Y OF TIGARD I Charles C. Hagel Architect OREGON 11580 SW 67th Avenue �. Tigard, OR 97223 I, Project: Phoenix Inn Motel- plan check 48-13C � 9575 SW Locust Street Subject: Building Plan Review (1991 UBC with Oregon Amendments) The plans for this project were reviewed fo- conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. What is the volume of cut and the volume of fill in cubic yards? 2. Pleaee complete the following forms and return to the Building Division. 3 . Submit a typical detail for curb/sidewalk Temps per the requirements of Chapter 31. 4. Provide a note on the plans similar to: Special Inspections pursuant to Sections 306, 7014, and 7015 of the current UBC. 5. Submit two sets of specifications and soils report for review. 6. Please provide general grading notes, especially for compaction and sub-grade preparation. All materials shall be compacted tr 3 minimum of 901k density using the ASTM standards in Section 7062. •.r 7. Provide a bond pursuant to Section 7008 for the erosion control portion, of the site work. See attached form. 8 . A sign shall be posted for each accessible parking space. The sign shall be clearly visible to a person parking in the space and marked with the internationea symbol of accessibility; indicate that the spaces are reserved for persons with disabled person parking permits; and be designed to standards adopted by the Oregon Transportation Commission (section 3104 (h) 1) . 9. One accessible parking space shall be designated van accessible (Table 31A, footnote) . 10. Van accessible parking spaces shall have an adjacent access aisle on the passenger side of the vehicle (section 3104 (g) 2B) . 11 . The pavement of each accessible parking space shall be clearly marked with the international symbol of accessibility to 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 539-4171 TDD (503) 684-2772 '_J�•l. I r 6 1 I Rim iff 1 N standards adopted by the Oregon Transportation Commission I (section 3104 (h) 2) . 12. Accessible parking places and access aisles shall be located on a surface with a elope not to exceed 1 vertical in So horizontal (section 3]04 (g) 4) . I 13 . A sign shall be posted or each accessible parking space. The sign shall be clearly visible to a person parking in the space and marked with the international symbol of accessibility; I indicate that the spaces are reserved for persons with disabled person parking permits; and be designed to standards adopted by the Oregon Transportation Commission (section ' 3104 (h) l) . ■ 14 . An accessible route shall be provided to accessible building entriec, and connecting the building to accessible pedestrian walkways, and the public way (section 3106 (b) 2) . Provide additional striping (3 feet wide minimum) between the accessible parking aisle and the sidewalk leading to the public way at the south side of the building. 15. The sidewalk from the public way to the parking lot oi. the south side of the project appears to be too steep. Maximum C slope for sidewalks is 1/4 .inch per foot. 16 . Indicate more clearly on the grading plan between existing and new contour lines and their grades. 17. Provide structural calculations and drainage behind the retaining wall located at the north, northwest corner, and northeast corner of the property. 18 . Submit complete poo" and spa plans for review. 15. Based on the conditions of this site, the building is approximately 1400 square feet over area per my calculations. Please submit calculations of how you arrived at the maximum allowable area for this building. 20. Handicapped toilets to be a minimum of. 18" from the wall to the center of the fixture. I 21 . The mens and womens restrooms on the first floor shall comply I with the following: 1 . The rest rooms shall have a smooth hard nonabsorbent surface which extends upward onto the wall at least 5 inches (section 510 (c) l) . 2 . Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface of portland cement, concrete, ceramic tile or other smooth, hard nonabsorbent surface to a height of i< feet, and except for structural elements, the materials used in such walls shall be of a type which is not adversely affected by moistuLc (sect ion 510 (c) 2) . i L.� #' t 1 A ' 22. The floor-ceiling as9embly above the garage to he a three-hour occupancZ separation minimum (Table 5-B) . Supporting walls, columns, etc. , to have the same fire protection rarings. What is your intent for tr4 parking area- a B-1 or b-3 occupancy? - See Tables 5-B and 7-B, section 702 (4) , section 709(a) , ti chapter 18 & 19, etc. Additional review may be required based on the response given. 23 . Smoke detectors shall receive their primary power from the building wiring and shall be equipped with battery backup (section 1210 (a)3) . 24 . Submit sprinkler; fire alerm. and strobe/visual alarm plans for review. 25. Provide 5/8 type X gypsum board behind al' tub/shower units, spas, and showers. 26. Openings into the elevator shaft to have a fire-protection rating of one-hour minimum (section 1706 (d) ) . See doors 8 and 11. 27. Draft stops shall be above and in 1-ne with walls separating other uses (corridors, storage room, etc. ) (section 2516 (f) 4B(ii) ) Qi the exception it 2516 (f) 4B(iii) maybe used. 28 . Tempered glazing is required in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge or the door in a closed position and where the bottom exposed edge of the glazing is less than EO inches above the walking surface (section. 5406 (d) 1,6) . 29. Sleeping rooms or suites for persons with hearing impairments shall be provided in accordance with Table 31-D (3 rooms) . Required sleeping rooms for persons with hearing impairments sha- have visual alarms complying with Section 3109 (n) . Such rooms shall have installed telephones complying with Section 3109 (m) 3, and an electrical outlet installed within 48 inches of the telephone connection. Such rooms shall have devices separate from the visual alarm system which provide visual notification of incoming telephone calls and doorbell activation (section 3106 (a) 8D) . 30 . Public-use and common use areas of all hotels shall be accessible (section 3106 (a) 8D) . On the first floor, provide an 18 inch strike edge wall or. the pull side at doors 11 and 13, install lever handles for all doors, and provide an accessible telephone. I� 31. Door 7 to the one-hour stair enclosures to be a one-hour fire- rated assembly (section 1706 (d) and 3309 (c) ) . 32 . Door. 4 at gridline 1 . 5/I and door 5 at gridline C1/11 to swing in the direction of egress (section 3304 (b) ) . Doors 2 and 5 at gridline C1/3.1, C1/7 . 5, and C1/2 to be a minimum of a one- hour fire-rated assembly (section 1706 (d) and 3309 (c) ) . Depending on the occupancy classification of the parking area, door 5, the stair shaft and the window openings within such + :Li .......w . .... .0 e.r,S,.•rkPil'!M1t;.L'.4yV+ice . uiGtdlL1 �� k wp.11s may need to be of a higher fire-rating. What is the opening protection of the xiadows at gridlines C1 & V/11 or sheet 2? 33 . The opening (rel .te) into the elevator lobby on sheet 2 appears to he part of the elevator shaft. This opening needs to be protected by a one-hour fire-rated assembly. 41 34. Door 2 on sheet two to have panic hardware (section 3317 (d) ) . 35. C,:rridors with dead ends are permitted when the dead end does AI not exceed 20 feet in length (section 3305 (e) 2) . See the corridor leading to the pool area. 1� 36. The relites between the lobby and pool area to be listed and w labeled for a fire-protection rating of at least 3/4 hour in accordance with Section 4306 ('_) (section 3305 (h) 2) . 37. Additional doors to the elevator on the second and third floors shall be readily operable from the car side without a key, tool, or special knowledge or effort (section 3305 (j ) exception 3 and 5106 exception) . What is the hardware group for this door? 38. When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction or egress (section 3314 (a) ) . 35. When exit signs are required by Section 3314 (x) , additional :R approved low-level exit signs which are internally or externally illuminated, or self-luminous, shall be provided in ;i all interior exit corridors serving guest room, of hotels in Group .R, Division 1 Occupancies. r t The bottom of the sign snall not be less than 6 incheQ or more f. than 8 inches above the floor level. For exit doors, tre sign shall be on the door or adjacent to the door with the closest. edge of the sign within 4 inches of the door frame (section 3314 (e) ) . 40. The roof vents Indicated on detail 1/14 for eave vents is } acceptzble. However, sheet 7 does not reflect the location of i� eave vents per detail 1/1.4 . 41 . Fire dampers complying with the requirements of UBC Standard No. 4307 shall be installed and be readily accessible for y, servicing in the following locations (section 4306 (j ) ) : 1. Duct penetrations through protective elements of t fire-rated corridor walls. t 2 . Duct penetrations thrcLjh occupancy separation 1 walls. c JJJ 3 . Duct penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies shall be y, protected in accordance with Section 4305 (b) . ,,1 1 is ZLN zIr ` L'G,rcr` L cs DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE 5I e 4 TRAFFIC IMPACT FEE 1 APPLICANT: WORKSHEET ? '-'- _Z7 da (FOR NON-SINGLE FAMILY USES) MAIUNG ADDRESS: L S't - �304) CtTY/ZIP/PHONE: 1-1 RATE PER ' c,` 1UkND U§E CATEGORYTIP TAX MAP NO.: RESIDENTIAL $155.00 S — ) BUSINESS A D COMMERCIAL 9-00 1 SITUS NO.ADDRESS: CL O Lc II'MUSTRIAL $150.00 I14STITIJTIONAL $64.00 PAYMENT METHOD: CREDIT INSTTtUTIONAL ONLY BANCROFT(PROMISSORY NOM LAND USE CATEGORY SCRIPTION OF USE rEKDAY AVG. TRIP I'Al WEEKEND AVE TRIP RATE QEFER TO OCCUPANCY { BAS-0, CALCULATIONS: ..�- � �• if - PROJECT TRIP GENERATION: -7/ ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: ROAD AMT.: i TRANSR AMT.: "<I S.i / /, MEP EO 8Y: l CC: WASHINGTON COUNTY TIF NOTEBOOK form tif10 t r ',S r ........,.. .. .r--mow`•-".. � r .I'-�'/"".''a'�` CY 1 Y CIF' F' (i;(aF�[.) Flt.(:F:II'1 [II F='WYMFNT RF•C'f:.lt- 94 ''f NO. a •�r!5�;3`,3:3 y L;HF.I"*K AMf ll_IN F 1. 115 cAl3F4 W401-IN F 1 0. 00 NAME. a V.[F'' Fi INOUS rRIFIL , 1 N F!FjYMI-N) a.l(11F:: a 08108/44 AI)L'.)REci , a c.'�0 l_]Hh.R7'Y 94 '4 SUI TF. 300 !;Al.l" M. CIN►�I:71;1N ')'7:3( t VUF2k'Uf r OF t'WVME::N1 AMOUN i 1-'(41 1) w[.1N►'ll�l. 01- PAYM(:N( (IMIJI.INI F�(a l l� �. . PLAN C;EIE CFL FP—' D••.1 3C; 1743. 405 F'1 FSH' [..I f F 1 i(al-h Y E'I.F 1N l K 10 9W CORNER OF (3REE-NBURU RD a (AND L_CIC:UC;T kil 7 I(.7ARU f 'F31 1:; TOTAL.. AMOUNT PAID 7. 'y f ' _.._..•.__.' --......ems._...»....-._.._ .�..�...,.......... 1 FUILFR DESIGN & ENGINEERING, INC. r'-'; itle : RETAINING WALL 2323 S .W. IOWA Ddacr: 8' -011 WALL 9ORTLAND, OREGON 97201 - Page of PHONE (503) 245-5977 Job # : XXXXXXX By:FDE Date : 6/14/94 on the printout . RetainPro 3 . 1B (c) 1.994 File :RETAINPR.RPF - CANTILEVERED RETAINING WALL DESIGN Pg 1 ^. t 2 -------- ---------- ---- --- ---- --- -- - - - -- - - - - - ----- --- -- ----- -- ---- SOIL DATA - -- - -- -- - -- -- ----- - AD -? 1 V FULLER DESIGN & ENGINEERING, INC. Title : RETAINING WALL 2323 S.W. IOWA Descr: 8 ' -0" WALL o' .;r;. PORTLAND, OREGON 97201 Page of ; PHONE (503) 245-5977 Job # : XXXXXXX By:FDE Date : 6/14/94 on the printout . RetainPr ) 3 . 1B (c) 1994 File :RETAINPR.RPF ----------- ----- ------------------ STEM DESIGN -- --- -- -- -- - -- - - -- - ---- --------- -- (Values shown for concrete stems have been factored) Pg 2 of 2 � - Descending Stem Sections, Highest @ Left - � Stem Constru-,tion Data Highest (use columns from left to rigt�t) --------------- -- -- --- - --------------- ------- -- --- -- - - - --- -- --- ---------- -- - DESIGN HT. ABOVE FTG. = 1 . 00 0 . 00 ft ! WALL TYPE ABOVE HT. :Concrete Concrete Thickness (nominal) = 8 . 00 8 . 00 in i Rebar Size - # 4 # 5 Rebar Spacing = 12 . 00 12 . 00 in Rebar Placed at Edge Edge DESIGNDATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fb/Fb + fa/Fa = 0 . 628 0 . 625 Lateral Load Q Design Ht = 1, 458 1, 897 # MOMENT. . . . . Actual = 3 , 401 5, 076 ft-# Allowable = 5, 413 8, 121 ft-# SHEAR. . . . . . Actual = 19 .44 25 . 54 psi Allowable = 85 . 00 85 . 00 psi Embedment Length Req'd = 12 . 00 6 .41 Wall Weight = 100 . 0 100 . 0 psf Rebar Placed at Depth ' d' = 6 . 25 6 . 19 in MASONRYDATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f'm = psi Fs - psi Grouting Special Inspection n : Es / Em = i Short Term Increase = CONCRETEDATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f' c = 2, 500 2, 500 psi Fy = 60, 000 60, 000 psi --- - ------ - - -- - - - - -- ---- SUMMARY OF FORCES & MOMENTS - ----------- ---------- � - Overturning Moments - � - Resisting Momenta - � Origin of Force : # ft ft-# # ft ft-# -- -- - - - - -- - ---- - - - - - --- -- -- - - - - - -- - --- - - - - -- -- - - - - -- -- --- ---- Heel Active Press . = 1, 418 3 . 00 4 , 253 Soil over Heel = 2 , 784 2 . 92 8, 124 Toe Active Press . _ -39 0 . 50 -20 Soil over Toe = 37 0 . 34 12 Sloped Soil @ Heel = 0 0 . 00 0 Adjacent. Ft.g. Load = 0 0 . 00 0 0 0 . 00 0 ' Surcharge ® Heel = 0 0 . 00 0 Surcharge O Toe = 0 0 . 00 0 0 0 . 00 0 Axial. Load on Wall 0 0 0 . 00 0 Load @ Proj . Wall 0 0 . 00 0 F. Averaged Stem Wt.s . = 800 1 . 00 803 Earth Behind Stem = 0 0 . 00 0 Added Lateral Load = 0 0 . 00 0 1 Footing Weight = 675 2 . 25 1, 519 Key Weight = 0 0 . 00 0 a Vert . Componant of = 0 0 . 00 0 ActivePress - ------ - - - - -- - -- -- - - - -- - -- -- -- - ------ TOTALS = 1, 378 4 , 233 4 , 296 10, 458 --- --- -- - ---- ----- - - ---- -- - -- - -- -- -- Totals used for Soil Pressure, Pv Not Included= 4 , 296 10, 458 , j lY4"" it �� K�Af h. 7 M pi �•- r�i ^Sys ,�_ I 1-- !7 R• u,yq.r .pyx ,.y' .i �r M,.�.I ";�,,, .9. y, v ° r,.i r ✓ .a M A ` FULLER DESIGN & ENGINEERING, INC . Title : RETAINING WALL 2323 S.W. IOWA Descr: 10' -0" WALL a PORTLAND, OREGON 97201 Page of SOIL DATA - -- -- ------ -- PHONE (503) 245-5977 Job # : XXXXXXXX By: FDE Date : 6/14/94 on the :rintout . RetainPro 3 . 1B (c) 1994 File :RETAINPR.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of ------- -----•--- -- -- ----- ----- -- -- - - ADDED VERTICAL LOADS - ------- Allowable Bearing = 2 , 000 psf Axial DL on Stem = 0 plf � Active Lateral EFP = 35 . 0 psf Axial LL on Stem 0 plf ; . . . .Slope Active = 45 . 0 psf- . . Ecc Left of Stem CL = 0 . 00 in j . .Active Press Limit = N/A psf Surcharge over Toe 0 . 0 psf j Bkfill Slope (0=level) = 0 . 0 : 1 Surcharge over Heel 0 . 0 psf Passive Lateral 300 pcf Using Surcharge to resist Soil Density 110 . 0 pcf overturning @ Heel No Soil Ht over Toe = 6 . 0 in @ Toe No ------ ADDED LATERAL LOADS - -- ---- --- ---- - ADJACENT FOOTING - - - - - - -- -- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0 . 00 psf . . . Ec:c . (Toe side +) = 0 . 00 in Footing Width (perp) = 0 . 00 ft Add' 1 Lateral Load = 0 . 0 plf Face Top Stem to Ftg. CL= 0 . 00 ft . . .height to stop = 0 . 00 ft Ftg. Base Above/Below Soil . . .hei.ght to start = 0 . 00 ft At Wall Face (+/-] = 0 . 00 ft Footing Type Line --------- ------ - - - - - - - - - ---- - WALL & FOOTING DATA - - - - --- - - - - - --- - - - --------- Retained Height = 10 . 00 ft Toe Width = 2 . 00 ft Wall Ht . above soil = O . J0 ft Heel Width = 4 . 50 ft Total Wall Height = 10 . 00 ft ------- Key Depth - 0 . 00 in Total Width = 6 . 50 ft Key Width = 0 . 00 in Thickness = 12 . 00 in Key Dist . to 'Toe = 0 . 000 ft ---------------------- -------- - SUMMARY Pressure @ Toe = 1, 436 psf Factors of safety: Pressure @ Heel = 503 psf Overturning = 3 . 22 : 1 Allowable Press . = 2, 000 psf Slid-' 11g = 1 . 53 : 1 Eccentricity = 6 . 26 in Allowable Shear = 85 . 00 psi Resultant Within Middle Third 1-Way Shear.' @ Toe = 20 . 2 psi Note : Pv Not Used for Soil Pres . 1-Way Shear @ Heel = 58 . 8 psi --- - - ---- - - - - - - - - - - - - -- - -- - -- SLIDING CHECK - - -- - - - Ftg/Soil Friction = 0 .450 Tot Lateral Force*1 . 5= 3 , 117 . 2 # Soil @ Toe Not Used = 0 . 00 in ( - ) Passive Pressure = 337 . 5 # Factor of Safety = 1 . 53 ( - ) Friction = 2 , 835 . 7 # Add' l Force Req' d = 0 . 0 # -- --- - - -------- - - - -- - - -- - - - - - - FOOTING DESIGN - - - - - - - - - - - - - - - - - - - -- - - - - - --- (Usi.ng ACI Factors) - - -Toe--- - -Heel.-- f' c = 2 , 500 psi ACI 9 . 1 Pressure = 2 , 011 704 psf Fy = 60 , 000 psi Mu - Upward = 3 , 753 0 ft-# Upward soil pres negl' d on heel Mu - Downward 574 0 ft-# - -- - - - -' - Rebar Choices - - --- --- Mu - Design = 3 , 179 9, 915 ft-# Toe (bot) Heel (top) One-Way Shear: Mu=Stem! #4 @ 13 . 07 in 7 . 55 in vu = 20 . 18 58 . 85 psi #5 @ 20 . 36 in. 11 . 70 in vn=2 (f' c) 1/2* . 85= 85 . 00 85 . 00 psi 46 @ 28 . 76 in 1.6 . 61 in Rebar CL To Edge = 3 . 00 2 . 00 in #7 @ 39 . 22 in 22 . 65 in Depth to steel = 8 . 50 9 . 50 in #8 @ 48 . CO in 29 . 82 in Ru = Mu/bd"2 = 48 . 9 122 . 1 #9 @ 48 . 00 in 37 . 75 in Min . Rebar Ratio = 0 . 0018 #10 @ 48 . 00 in 47 . 94 in i 71 1 I 'yrs Aii I FULLER DESIGN & ENGINEERING, INC. Title : RETAINING WALL 2323 S.W. IOWA Descr: 101 -0" WALL k Page of,PORTLANDOREGON 97201 Job # : XXXXXXXX By:FDE Date : 6/14/94 PHONE (503) 245-5977 on the printout . RPtainPro 3 . 1B (c) 1994 File :RETAINPR.RPF ------ - - -- --- ----- -- - STEM DES1CIN -- - - - ---- - ------ -- - --- -------- ---- (Values shown for concrete stems have N en factored) Pg 2 of 2 Descendi., g Stem Sections,, Hig e h st @ Left - Stem Construction Data Highest (use columns from left to right) ------ ---- - -- --- - - - - - - -- - --- -- - - - - --- - -------- -------- - - - DESIGN HT. ABOVE FTG. = 2 . 25 0 . 00 ft WALL TYPE ABOVE HT. :Concrete Concrete Thickness (nominal) = 8 . 00 8 . 00 in Rebar Size = # 5 # 5 Rebar Spacing = 14 . 00 7 . 00 in Rebar Placed at Edge Edge DESIGNDATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fb/Fb + fa/Fa = 0 . 657 0 . 746 4 " Lateral Load ® Design Ht = 1, 787 2, 968 # MOMENT. . . . . Actual - 4 , 616 9 , 915 ft-# Allowable = 7, 024 13 , 297 ft-# SHEAR. . . . . . Actual = 24 . 07 39 . 97 psi Allowable 85 . 00 85 . 00 Psi j Embedment Length Req' d 14 . 51 7 . 59 Wall Weight = 100 . 0 100 . 0 psf Rebar Placed at Depth ' d' = 6 . 19 6 . 19 in MASONRYDATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f'm = psi Fs = psi Grouting s. Special Inspection n : Es / Em = Short Term Increase = CONCRETEDATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f' c - 2 , 500 2, 500 Psi Fy = 60, 000 60, 000 psi ' - -- - - - - - - - - SUMMARY SUMMARY OF FORCES & MOMENTS - - - -- - - - -- - - - - - ------- I - Overturning Moments Resisting Moments - � Origin of Force : # ft ft-# # ft ft-# Heel Active Press . = 2, 118 3 . 67 7, 764 Soil over Heel = 4 , 217 4 . 58 19, 326 Toe Active Press . _ -39 0 . 50 -20 Soil over Toe = 110 1 . 00 110 S1c*��pcd Soil O Heel = 0 0 . 00 0 Adjacent 3.;tg. Load = 0 0 . 00 0 0 0 . 00 0 Surcharge @ Heel = 0 0 . 00 0 Surcharge @ Toe = 0 0 . 00 0 0 0 . 00 0 Axial Load on Wall = 0 0 0 . 00 0 Load G Proj . Wall = 0 0 . 00 0 Averaged Stem Wts . = 1, 000 2 . 33 2, 333 Earth Behind Stem - 0 0 . 00 0 Added Lateral Load = 0 0 . 00 0 Footing Weight = 975 3 . 25 3 , 169 Key Weight = 0 0 . 00 0 Vert . Componant of = 0 0 . 00 0 Active Press . - - -- - - -- - -- --- - -- - - - - - - - - - - - - -- - - - TOTALS = 2 , 078 7, 744 6 , .302 24 , 938 Totals used for Soil Pressure, Pv Not ' Included= 6 , 302 24 , 938 h <s FULLER DESIGN & ENGINEERING, INC. Title : RETAINING WALL 2323 S .W. IOWA Descr: 12 ' -0" WALL W/KEY PORTLAND, OREGON 97201 Page of PHONE (503) 245-5977 Job # : XXXXXXXX By: FDE Date : 7/29/94 on the printout . RetainPro 3 . 1B (c) 1994 File :RETAINPR.RPF ' -- - --- -------- - ------ --- - -- --- - --- - ------- --- - -- - - - - - - - - - --- - ---- - - -- - -- -- ----- -.- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -- - ---------- ------- ---- - --- - - -- ------ --- - -- -- -- -- - - - - - - - -- - - - - - - - - - -- -- ---- - ---- ----- - SOIL DATA - - - -- ------ -- -- - --- ADDED VERTICAL LOADS -- - - ---- Allowable Bearing = 2 , 000 psf Axial DL on Stem = 0 plf Active Lateral EFP = 35 . 0 psf Axial LL on Stem = 0 plf y' . . . .Slope Active = 45 . 0 psf . .Ecc Left of Stem CL = 0 . 00 in 2 , . .Active Press Limit = N/A psf Surcharge over Toe = 0 . 0 P9f `' ` Bkfill Slo e (0=level) = 0 . 0 : 1 Surcharge over Heel 0 . 0 psf Passive Lateral = 300 pcf Using Surcharge to resist Soil Density = 110 . 0 pcf overturning @ Heel No Soil Ht over Toe = 6 . 0 in @ Toe No ------ ADDED LATERAL LOADS - - - - - - - - - - -- - - ADJACENT FOOTING - - - - - -- -- - - Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0 . 00 psf . . . Ecc . (Toe side: +) = 0 . 00 in q Footing Width (perp) = 0 ..00 ft Add' 1 Lateral Load = 0 . 0 plf Face Top Stem to Ftg. CL= 0 . 00 ft ': . . .hei ht to stop _ 0 . 00 ft Ft - . Base Above/Below Soil " g P g . . .height to start = 0 . 00 Et At Wall Face [+/ ] = 0 . 00 ft Footing 'T'ype Line WALL & FOOTING DATA - - - - - -- - ----- -- - - ----- ----- Retained - - - - -- - ----- - - ----- -----Retained Height = 12 . 00 ft Toe Width = 2 . 92 ft Wall Ht . above soil = 0 . 00 ft Heel Width = 4 . 08 ft Total Wall Height = 1.2 . 00 ft ' Key Depth = 14 . 00 in Total Width = 7 . 00 ft Key Width 10 . 00 in Thickness = 14 . 00 in Key Dist . to Toe = 2 . 917 ft SUW4AR.Y Pressure @ Toe = 1, 761 psf Factors of Safety: Pressure @ Heel = 330 psf Overturning = 2 . 49 : 1 Allowable Press . = 2, 000 psf Sliding = 1 . 51 : 1 Eccentricity - 9 . 58 in Ali.owable Shear = 8 . 00 psi Resultant Within Middle Third 1-Way Shear @ Toe = 30 . 0 psi Note : Pv Not Used for Soil Pres . 1-Way Shear @ Heel = 49 . 2 psi ---g- ,- - - - --- -- - - - - -- - -_- - - - -- SLIDING= CHECK - - - - -- - - - - - - -*-- - ---/-- --- -- -- �t '' Ft /Soi.l Friction 0 . 450 Tot Lateral Force 1 . 5- 4 , 477 . 8 # Soil @ Toe Not Used = 0 . 00 in ( - ) Passive Pressure = 1, 204 . 2 # Factor of Safety = 1. . 51 ( - ) Friction = 3 , 292 . 7 # Add' 1 Force Req' d - 0 . 0 # ' (Using ACT Factors) -- -T(-e- - - - -Heel- DFSIGNfIr-- - - - - - - - - - - - - - -2 , 500 psi + ACI 9 . 1 Pressure = 2 , 465 462 psf F = 60 , 000 psi P Y P- Mu - Upward = 9, 321 0 ft-# Upward soil pres negl ' d on heel Mu - Downward = 1, 373 11, 031 ft-# - - - - - - - - Rebar Choices - - - - - - -- Mu - Design = 7, 948 11 , 031 ft-# Toe (bot) Heel (top) One--Way Shear : #4 C, 10 . 52 in 8 . 28 in vu = 30 . 0: 49 . 24 psi #5 Cc, 16 . 31 1n 12 . 83 in . vn=2 (i' c) 1/2* . 85= 85 . 00 85 . 00 psi #6 C, 23 . 1.5 in 18 . 21 in Rebar CL To Edge = 3 . 00 2 . 00 in #7 r6 31 . 56 in 24 . 83 in Depth to steel = 10 . 5G 11 . 50 in #8 C, 41 . 5E in 32 . 69 in Ru = Mu/bdA2 = 80 . 1 92 . 7 #9 @ 48 . 00 in 41 . 38 in Min, Rebar Ratio = 0 . 0018 #10 @ 48 . 00 in 48 . 00 in n14R✓.9i.'TiW^,.fy ll..k.t7r.:', ..::e.:.w.a.M'./1",.tCd`?vM•I:V L.ti..1,...i+r...i....- .tN/ 'r 'FULLER DESIGN & ENGINEERING, INC. Title : RETAINING WALL X323 S.W. IOWA Descr : 12' -0" WALL W/KEY PORTLAND, OREGON 97201 Page of 151. - t-HONF (503) 245-5977 Job # : XXXXXXXX By:FDE Date : 7/29/94 on the printout . Retai.nPro 3 . 1B (c) 1994 File :RETAINPR.RPF ---- -------- -- - - - - - - --- --- -- - STEM DESIGN - --- - (Values shown for concrete stems have been factored) Pg 2 of 2 � - Descending Stem Sections, Highest @ Left - � Stem Construction Data Highest (use columns from left to right) ------ ------- - --- - -- - --- - ---- -- -- - -- - - - - - ---- - -- -- - -- - - - - ----- - - --- - - -- --- --- 1 DESIGN HT. ABOVE FTG. - 3 . 00 0 . 00 ft WALL TYPE ABOVE HT. :Concrete Concrete Thickness (nominal) - 10 . 00 10 . 00 in Rebar Size = # 5 # 5 Rebar Spacing = 12 . 00 6 . 00 in Rebar Placed at Edge Edge DESIGN DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fb/Fb + fa/Fa = 0 . 663 O . F24 Lateral Load @ Design Ht = 2, 410 4 , 277 # MOMENT. . . . . Actual = 7, 229 17, 135 ft-# Allowable = 10, 911 20, 802 ft-# SHEAR. . . . . . Actual = 24 . 53 43 . 53 psi Allowable - 85 . 00 85 . 00 psi Erttbedment Length Req'd = 14 . 67 8 . 49 Wall Weight = 125 . 0 121 . 0 psf Rebar Paaced at Depth ' d' = 8 . 19 8 . 19 in MASONRY DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETEDATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f'c = 2 , 500 2 , 500 psi Fy - 60, 000 60, 000 psi ----------- -- - - - - - - - -- - - --- SUMMARY OF FORCES & MOMFNTS ---- - - - - - - - - - - -- ---- -- I - Overturning Moments Resisting Moments - � Origin of Force : # ft ft-# # ft ft -# -- -------- - - - - - - -- - - - - - - - - -_ - - -- --/- -- - - -- - - - - - - - - - - - ----- -- -- Iieei Active Press . = 3 , 034 4 . 39 13 , 315 Sril over Heel = 4 , 286 5 . 38 23 , 042 Toe Active Press . = -49 0 . 56 -27 Soil over Toe 161 1 . 46 234 Sloped Soil O Heel == 0 0 . 00 0 Adjacent Ftg. Load = 0 0 . 00 0 0 0 . 00 0 Surcharge ® Heel = 0 0 . 00 0 Surcharge @ Toe - 0 0 . 00 0 0 0 . 00 0 Axial Load on Wall = 0 0 0 . 00 0 Load Q Proj . Wall = 0 0 . 00 0 Averaged Stem Wts . = 1, 500 3 . 34 5, 005 Earth Behind Stem = 0 0 . 00 0 Added Lateral Load = 0 O . 00 0 Footing Weight = 1, 225 3 . 50 4 , 287 Key Weight = 146 3 . 33 486 Vert . Componant of = 0 0 . 00 0 Active Press . -- -- --- -- --- -- - --- - --- - - - -- -- - -- - - --- TOTALS = 2, 985 13 , 288 7, 317 33 , 055 ti - - - - -- ---- - -- - - - - - - - - - - - - - - - - - Totals used for Soil Pressure, Pv Not Included= 7, 317 33 , 055 t mad Fl kF r �+ f� r , A Report for 1 Vips Industries Inc. Geotechnical Evaluation �= 1 Proposed Phoenix Inn Motel Y S.W. Greenburg Road & S.W. Locust ® Tigard, Oregon 'f r 4; 1 . q r , f. Project EAAX-94-0173 Report 09-044-4014 April 12, 1994 ° BRAUN INTEA.TEC NORTHWEST �''� .v .1'� '7,+ � ° Sµ- r�' '�,'.'.SNL �+4�� 4. r W b%;��':�i �n�{p�.�,a1:.►:. '.'u. . � n�,µ�, my, � i; �L r a Braun Interfec Nos thwest BRAUN"' 5A05 North Loguon Avenue N T E R T E C P.O.Box l 7126 Portland,Oregon 97217 503-289-1778 Fax:289-1918 I Enginoers --id Scientists Serving the Built and Natural Environments 1 April 12, 1994 Project EAAX-94-0173 Report 09-0444014 Mr. Steven Johnson 230 Liberty Street, SE P.O. Box 2508 Salem, Oregon 97308-2508 g � Dear Mr. Johnson: ® Re: Geotechnical Evaluation For the Proposed Phoenix inn Motel S.W. Greenburg Road and S.W. Locust, Tigard, Oregon 4 The geotechnical evaluation you authorized on March 2.1, 1994, has been completed. The purpose of these services was to assist you, the architect and the engineer in designing e foundations and preparing plans and specifications for construction of rlie new building. The evaluation was completed in general accordance with our Proposal No. EAAX-93-P012. Summary of Results Five test pits were completed in the proposed building areas. The general soil profile was 1-1.5 ' feet of topsoil and very fine sandy silt. Groundwater seepage was observed at about 10 feet to the explorations which extended to a depth of 11.5 feet. 1 Surnmary of Recommendations Based on the borings, it is our opinion that the proposed building can be supported oil conventional spread footings designed for a net allowable bearing pressure up to 2,500 pounds per square foot. After removing the upper 1-1.5 feet the floors may be supported oil compacted granular rill placed over the native very fine sandy silt. 1 f . Vips Industry Inc. Project No. EAAX-94-0173 Report No. 09-044-4014 a April 12, 1994 Page 2 General Please refer to the attached report for a more detailed summary of our analyses ane; recommendations. If we can provide additional assistance, or observation and testing services during design and construction, please call (503) 289-1778 or (800) 783-6985. ■ a Sincerely, Scott B. Taylor, Man er Geotechnical/Enviro •° epts, 61 INV'p 15,784 9 C OR N i Err yqN 1 ��'+gl. William M. Weyrau IN. WO Principal Engineer Vice President sbt:wmw/pas Attachment: rieotechnical Evaluation Report w,. cc: Braun Intertec Corporation, St. Cloud ! I:\xy-item X9011\fi runtlat\a-m\eaax94.173 t a ,E nth :t^{ Braun Infertec Northwest BR A U N" 5A05 North Lagoon Avenue t, •i;. P.O.Box 17126 N T E RT E Portland,Oregon 97217 503-289-1778 Fax:289-1918 t Engineers and Scientists Serving 4 jl the Built and Natural Environments Project EAAX-94-0173 April 12, 1994 Report 09-044-4014 Geotechnical Evaluation Proposed Phoenix Inn Motel 1 S.W. Greenburg Road and S.W. Locust Tigard, Oregon f C.: � Introduction At your request, we have conducted a geotechnical evaluation for the subject project in general r, I ..-Iaccordance J with the scope of work as outlined in our proposal to you dated March 21, 1904. Authorization for our services was provided by Mr. Steven Johnson. Project Description We understand that present plans are to construct a new 37,402 square foot Phoenix inn Motel. The building will be constructed of wood frame with a finished concrete floor elevation at or ; 4; near existing site grades. ` Subsurface Investigation & Laboratory Examination The purpose of our evaluation was to assess the subsurface soil conditions at the site in order to yi provide appropriate recommendations for site preparation and foundation design. In gen.ral, our evaluation included the following authorized scope of work items: 1. Subsurface Exp.zr tion In order to ascertain soil conditions, 5 test pits were dug on March 25, 1994, with atractor- mounted backhoe. Test pit locations are shown in Fig. 1, attached. Samples were identified in the field and logged accordingly. iJ i . qtr' Ybs#; rnylW.ii1lNMII �' r. i + � �rH.nYMIf I h, Vips Industry Inc. Project No. EAAX-94-0173 Report No. 09-044,4014 r� April 12, 1994 Page 2 7 2. Engineering Analysis Engineering analysis and recommendations regarding general foundation design including 1 allowable bearing pressures, minimum footing width and depth requirements and estimates of foundation settlement are included in this report. In addition, ieconunendaw)ns were developed addressing site preparation, placement and compaction of fill materials and site preparation of the floo, slab areas. .,`., Site Description 0 O The subject site is located at the northeast corner of the intersection of S.W. Greenburg and S.W. Locust Streets in Tigard, Oregon. This 0.86 acre property is nearly square in shape with a north-south depth of soine 178 feet and an east-west length of some 222 lest. The property slopes upward at a moderate grade to the nn:-,1; died Is primarily grass covered with some moderately large trees. Soils and Geology Soils in the project area consist of a sequence of fine-grained sediments (silts and sands) found extensively throughout the Willamette and Dialatin Valleys (Willamette Silt), underlain by fine- grained soils of the Troutdale Formation. The Troutdale Formation is known from other subsurface information to extend to depths of several hundred feet. Volcanism in the recent geologic history has created the nearby higher points such as Cooper Mountain and points around Tigard. s Groundwater seepage was encountered in four explorations at depths ranging between 10 to 11 feet. We anticipate that the groundwater table may rise during months of peak runoff and heavy rainfall Variations in groundwater levels should be expected seasonally, annually and from location to location. fr si 7 j I` r r 1 I ' r .� Vips Industry Inc. Project No. EAAX-94-0173 Report No. 09-044-4014 April 12, 1994 Page I r ! Test Pit N1 0.0' - 1.5' Dark brown, moist, soft to moderately soft, Clay SILT, moderately • i rooted ^� 1.5' - 10.0' Light brown, moist, medium to rather stiff, Clay SIL On Test Pit a2 _ 0.01 - 1.0' Dark brown, moist, soft to moderately soft, Clay SILT, moderately ,-, rooted -� 1.0' - 10.5' Light brown, moist, medium to rather stiff, Clay SILT n Test Pit 113 0.0' - 1.0' Dark brown, moist, soft to moderately soft,, Clay SILT, moderately rooted LJ' - 12.0' Light brown, moist, medium to rather stiff, Clay SILT i f� Test Pit #4 ' 0.0' - 1.5' Dark brown, moist, soft to moderately soft, Clay SILT, moderst Ay rooted 1.5' - 11.0' Light brown, moist, medium to rather stiff, Clay SILT J Test Pit #5 0.0' - 1.5' Dark brown, moist, soft ,o moderately sr)ft, Ct , SILT, moderately i RM rooted 1.5' - 10.5' Light brown, moist, medium to rather stiff, Clay SILT Proposed Construction ..i We understand that plans call for the construction of a three story wood framed motet with a I concrete slab on grade floor. The east and west ends of the structure will consist .r two story I `y wood frame over surface grade parking. We anticipate that the concrete slab on grade floor will be constructed at or near existing grades. hi w l' t w l� Vips Industry Inc. -' Project No. EAAX-94-0173 s a�- Report No. 09-0444014 April 12, 1994 Page 4 "f n: r r�Conclusions and Recommendations a Based on the results of our field work, laboratory evaluation and engineering analysis, it is our opinion that the site is suitable for the proposed structure and associated improvements provided aMr the following, recommendations are incorporated into the design and construction of the project. n Site Preparation In general, we recommend that all structural improvement areas be drained of surface water � (pumping from a sump hole, if necessary), and stripped of surface vegetation, topsoil materials, highly Saturated disturbed soil, and any other deleterious materials encountered at the time of �4 construction. We envision that the site will require that initial site preparation consist only of topsoil stripping. ++ We anticipate that topsoil stripping -nd/or reworking of the surface soils to a depth of 12 to 18 inches may be required. Additional site preparation will depend upon the proposed site grades and the proposed building features. All required structural fill materials placed in the building and pavement areas should be moistened or dried as necessary to near optimum moisture conditions and compacted by mechanical means to a minimum of 95 percent of the maximum dry density as determined in FOR at'cr rdance with ASTM test method D 1551 (modified Proctor). Fill materials should be placed i layers that, when compacted, do not exceed about 8 inches. f` Placement of crushed rock should follow immediately after site grading to provide protection of y� the sensitive subgrade soils during construction activities. In traffic areas, the placement of a one-foot chick granular working base is generally recommended with thicker sections and/or geotextile fabrics recommended in heavily traveled areas. Generally, three to six inrh,�s of crushed rock is sufficient in foot traffic areas. F Site Preparation During Dry Weather Construction During the dry season, prior to the placement of any fills. all exposed subgrade surfaces should be proofrolled with a hall'-loaded dump truck. Areas found to be soft or otherwise unsu;table u i f ire . {} P III - i �r r F r Vips Industry Inc. Project No. EAAX-94-0173 Report No. 09-044-4014 April 12, 1994 I Page 5 , 'I LYS i� for support of structural loads should be overexcavated and reply cod with compacted fill as described below. The on-site native soils could be considered for use as fill provided they are free from organic materials and debris and the work is performed during dry weather. However, it is anticipated these materials will have a moisture content in excess of optimum, except perhaps during the O driest months of the year, and accordingly, will require drying to achieve compaction. Should wet weather grading be anticipated, the use of on-sits; soils for use as fill will be difficult. Selected samples of the materials to be used for fill should be submitted to our laboratory in order to evaluate the maximum c'.nsity and optimum moisture content of the material and to evaluate the suitability of the soil for use as fill. a Site Preparation During Wet Weather Construction The on-site native soils are highly moisture sensitive and thus will not be suitable as structural fill during wet weather construction. An all-weather, Lte,.t granular fill containing less than 5 r..; percent material passim the No. 200 sieve, such as sand, crushed rock, or sand and gravel, is V recc ini-nended in order to achieve compaction during wet weather grading operations. During wet weather grading operations, all excavations should be performed using a smooth bladed tracked backhoe working from areas where material has yet to be removed or from the already placed structural fill. Subgrade areas should be cleanly cut to firm undisturbed soil. Proofrolling of excavation bottoms is likely not appropriate during wet weather grading to avoid disturbance of moisture-sensitive soils. Should construction take place during wet weather, we recommend that a Braun Intertec representative be present to observe the subgrade to evaluate whether additional preparation is indicated. Excavation and construction operations may expose the on-site soils to inclement weather conditions. The stability of exposed soil may rapidly detcricrate due to precipitation or the action of heavy or repeated construction traffic. Accordingly, foutindation and pavement area excavations should be adequately protected from the elements and from the action of repetitive or heavy construction loadings. r 1 - I Vips Industry Inc. Project No. EAAX-94-0173 Report No. 09-044-4014 April 12, 1994 Page 6 Excavations/Slopes i Temporary earth slopes may be cut near-vertical to heights of 5 feet. Excavations deeper than 5 feet should be performed in accordance with Department of Labor Occupational Safety and Health Administration (OSHA) guidelines for Type "C" soils. Foundation Support Based on the results of our geotechnical investigation, it is our opinion that the prop(,:ed new building may be supported on the undisturbed native dense silts or properly prepan-d s, ictural fills using continuous and individual spread footings. We recommend that continuou." gad individual spread footings be designed for an allowable bearing pressure of 2,500 pounds per square foot (psf). The allowable pressure of 2,500 psf is intended for dead loads and sustained live loads and can be increased by one-third for the total of al! loads, including short-term wind or seismic loads. Continuous footings should extend to a minimum depth of 12 inches beneath the lowest adjacent ex!erior grade to provide frost protection. Continuous footings in these sandy silts should have a mit intum width of at least 18 inches. If the footings are placed on structural fill, the compacted fill should extend laterally one foot f t � away from the edges of the footings for each one foot of till below the footings. This j oversizing is important to provide sufficir a lateral stability in the fill soils directly below the kilo footings. Allowable lateral frictional resistance betwf the base of footings and the native granular subgrade can be expressed as the applied , -tical load multiplied by a coefficient of friction of 0.30. In addition, lateral loads may be resisted by passive earth pressures based on an equivalent fluid density ,if 250 pounds per cubic foot (pcf) on footings poured "neat" against insitu soils or properly b.ckfilled with structural fill. This recommended value includes a factor of safety of approximately 1.5, which is appropriate due to the amount of movement required to develop fua passive resistance. ,fir v Vips Industry Inc. Project No. EAAX-94-0173 i Report No. 09-044-4014 April 12, 1994 Page 7 i f _ . i We estimate that foundations designtd and constructed iu accordance with the above recommendations will experience total settlements generally less than 1-inch and differential 4 settlement between co!umns generally less than 'h-inch. if the footings are constructed during wet weather, it may be necessary to I ,i .`��undatio1 a excavation bottoms from disturbance during construction activities. In this regard, we A' recommend that a 3- to 4-inch thickness of crushed rock be placed at the bottom of the footing excavations immediately after the excavation is completed. If footings are constructed during the drier summer months, this crushed rock layer should not be required. i 1 Floor Slab Support in order to provide uniform subgrade reaction beneath any proposed floor slab-on-grade, we recommend that floor slabs be underlain by a minimum of 6 inches of free-draining (less than 10 percent passing the No. 40 sieve) well-graded gravel or crushed rock base course. The base course material should be compacted to at le-ast 95 percent of the maximum density obtainable by the ASTM D 1557 test proced.:re. The crushed rock should provide a capillary break to limit migration of moisture through the slab, if additional protection against moisture vapor is desired, a vapor retarding membrane may also be incorporated into the design. Factors such as cost, special considerations for construction, and the floor coverings suggest that decisions on the use of vapor retarding j , membranes be made by the architect and owner. Retaining Walls t�+ Lateral earth pressures on walls which are not restrained at the top, such as retaining walls, etc., Jmay be calculated on the basis of an equivalent fluid pressure of 35 pcf for level hackfill and 60 pcf for steeply sloping backfill. Walls that are restrained from yielding at the top may be r calculated on the basis of an equivalent fluid pressure of 55 pcf for level backfill and 90 pcf for steeply sloping backfill. Lateral loads may be resisted by passive pressures acting against footings and by frictional resistance between foundation elements and supporting sails. An �r..i equivalent fluid density of 250 pounds per cubic foot (pct) and a friction factor of 0.30 may be used for design for foundations bearing on and regic!N1 by native soils. The recommended i IT F Vips Industry Inc. Project No. EAAX-94-0173 a Report No. 09-044-4014 t Aprii 12, 1994 h� Page 8 equivalent fluid density includes a factor of safety of 1.5 which is appropriate due to the amount of movement re4uired to develop full passive resistance. "h All backfill for retaining walls, foundation walls, etc., should be select granular material (sand rand/or sandy gravel). We anticipate that onsite material will not be suitable for this purpose and that it will be necessary to import material to the project for structure backfill. All backfill behind walls should be placed in lifts not exceeding 6 inches in loose thickness and compacted to at least 90 percent of the maximum dry density obtainable by the ASTM D 1557 test procedure. Care in the placement of fill behind walls must be taken in order to insure that r. undue lateral loads are not placed on the wall. Drainage Considerations Any areas of the building which are to be developed below the exterior site grade must be provided with a well-designed drainage system in order to control hydrostatic pressures against walls, seepage of groundwater through base walls, etc. 9 Surface run-off from roofs, parking areas, etc., should be tightlined to the storm sewer or other ' PN P roved disposal areas. It Under no circumstances should surface run-off be led into foundation drains. Foundation drains should be placed at the base of the footings to prevent surface and shallow perched water from migrating beneath fo,)tings. Pavement Recommendations ry The following recommendations are presented as preliminary for your consideration. The civil u engineer for the project may have more traffic and project design data available than is presently known and may wish to modify and refine these pavement sections. We will, upor request be pleased to provide a more dt!tailed pavement design when definite traffic and building plans are available. " FIR. . ,Y a Vips Industry Inc. ' Project No. EAAX-94-0173 Report No. 09-044-4014 I ,-„ April 12, 1994 Page 9 Prior to placing the base or leveling course the subgrade should be proof-roiled with a loaded dump truck to detect areas or pockets of unusually soft, material. These should then be excavated and replaced with suitable compacted fill. Asphalt Pavement We recommend that asphalt pavement be designed for an assumed subgrade California bearing ratio (CBR) of 4. A typical asphalt pavement section would be: Thickness a Q Entrance Car Service Roads Parkin n LJ Asphalt Pavement 4 inches 2 inches (Ore. St. Class C) Crushed Rock Base 12 inches 3 inches (Ore. St. Spec.) Asphalt pavement base course materials should consist of well-graded 1'h-inch or '/a-inch minus crushed rock, having less than 5 percent material passing the No. 200 sieve. The base course and asphaltic concrete materials should conform to the requirement set forth in the latest edition ' of the State of Oregon, Standard Specifications for Highway Construction. The base course material should be compacted to at least 95 percent of the maximum density as determined by ' the ASTM D-1557 test designation. The asphaltic concrete material should be compacted to at lea:;t 90 percent of the theoretical maximum density as determined by ASTM D-2041 (Rice Specific Gravity). r Concrete Pavement ' We recommend that concrete pavement be designed for a modulus of subgrade reaction of 150 pci. A typical concrete pavement section would be: Thickness Entrance Car ' Service Roads Parking Concrete (4,0(X0 psi) 7.5 inches 4 inches Leveling Coarse 2 inches 2 inches (Sand or All-Weather Base) V y t i Vips IrJustry Inc. Project No. EAAX-94-0173 Report No. 09-044-4014 r April 12, 1994 I Pagc 10 Construction Monitoring { n ■ g We request that we examine and identify soil exposures created during; project excavations in I order to verify that soil conditions are as anticipated. We recommend that the structural fills be j continuously observed and tested by our representative in order to evaluate the thoroughness and uniforrn4y of their compaction. If possible, samples of fill materials should be submitted to our Laboratory for evaluation prior to placement of fills on-site. Gen-ral Use of Report This report is for the exclusive use of the addressee and their representative to use to design the I proposed structu a described herein and prepare construction documr its. The data, analyses and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. !n the absence of our written approval, we make no representation and assume no respoinibility to other parties regarding this report. Level of Care a,y 1 Set/ices performed by the geotechnical and materials engineer for this project have heen conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, tv_ expressed or implied, is made. i i 1 i r Vips Industry Inc. Project No. EAAX-94-0173 ■ Report No. 09-044-4014 April 12, 1994 I Page 11 ■ _ We will be pleased to provide such additional assistance or information as you may require int the balance of the design phase of this project and to aid in construction control or solution of unforeseen conditions which may arise during the construction period. 1 Sincerely, a Scott B. Taylor Marfa er y g Geotechnical/Environmental Dents. I it'dr 15,7f34 R v M 'J William M. Weyrauch, P.E. Principal Engineer Vice President sbt:wmw/pas j Attachments: Site Map 1 !\tivstem\(")1H+undi tla-m\eaax94 173 'r k,. i f y, 4. 4 1 f,{ I I i ' r j o W i LLJ :D LJ OD z �z .. ■1 J �v z � f-- z z F-3 w j 3 L:)Li 3 _i <co w¢a \ w LLJ Ljj � O ; � O °- 4 W i \ C c M 'S T i �y�iIM�°M^h ` '� •; y i.:A► 4 f �^! r7 "R;'.yt, ��. k M.rw.:...... .._,..,..M..wwew S^Ne'vnwi1 .7,.,t.h.N 9ta•t.,,... NR 'kR:cw...„nxrtna -n::.. ... ...... ..•.•� .Y. 1 a WASHINGTON SQUARE PHOENIX INN 9575 S.W. Locust St. Tigard, OR 9'1223 Owner: Vip' s Resturants, Inc. 280 Liberty St. S.E. 0300 P.O. Box 2508 Salem, OR 97308 General Contractor: Super ^ne Ing. 10895 S.W. 5th Beaverton, OR 97005 Eletrical Contractor,' City Electric 10014 S.W. Canyon Rd. Portland, OR 97225 1 ft SERVICE CALCULATIONS 1 (NEC 220-16 Guest Uni~s 21780sq ft. @ 2 Watts = 43560 Watts a Guest Units APP.(.irc 56 @ 1500 Watts = 84000 Watts Total =127560 Watts 2 (NEC 220-11 Table) First 200000 Watts a 50% _ 10000 Watts 20001 Watts to 100000 Watts @ 40% = 32000 Watts � Remainder 27560 Watts @ 30% 8268 Watts Tot.01 = 50268 Watts (NEC 220-10 ) Office and Lobby 984sq ft. @ 5 Watts = 4920 Watts Meeting rooms 2204 sq ft. @ 4 Watts = 8816 Watts Continental Breakfast 668 sq ft. @ 5 Watts == 3290 Watts Fool and Spa 1370 sq ft. @ 2.5 Watts = 3425 Watts Corridor 3665 sq ft. @ 1 Watt = 3865 Watt Laundry and Maids 793 sq ft. 3 Watts = 2379 Watts Storage 1045 sq ft. @ I Watt = 523 Watts Restrooms 351 sq ft. @ 1 Watt = 351 Watts Outside Lighting and Signs =_14000 Wastts_ Sub-Total = 41569 Watts 41569 Watts X 125% Total =51961 Watts 4 Demand Load From Above 220-11 ( 1 ) = 50268 Watts Load per 220-10 ( 2) = 51961 Watts HVAC Guest units 56 @ 2100 Watts =117600 Watts HVAC other units = 16000 Watts HVAC CENTRAI = 18000 Watts Elevator 25 HP 3-Phase 25733X1 . 25 = 32166 Watts Central Washer 3-Phase 2@ 13680 Watts = 27360WWatt.s Central Dryer 2-120V 3KW each = 6000 Watts Vending and Ice = 7000 Watts Pool and Spa Equipment = 9000 Watts Miscellaneous APP Circ 6 @ 1500 Watts = 9000 Watts Guest room spas 4 @ 1500 Watts 6000 Watts 350355 Watts -360 =973 AMPS =350355 Watts • rpt•. r.-.,, YI,`t i .. ;Ad: mFA ' fr'•.. � h 1' ' • F.!r N, ViR+'R ^L �. SIA+,M.I�Yn4dn+� �uit4F i..f...�•. II V Feeder-1A Load Description: Lighting and outlets 1st Floor Lighting, Office and lobby 984 Sq Ft @31watts 3444x`' Meeting rooms 2204 Sq Ft @31 Watts 7714 Outlats 49 @180VA 8820W Pool and Spa 1370 Sq Ft @2. 5 3425W ' ti Halls 1st. floor 29 fixtures X 30W 870W Laundry and maids 793 Sq Ft @3W 2379 Storage 1045 SgFt @5W 523 Restrooms 351 Sq Ft @1W 351 Vending 27526 1 X 1 . 25 34407. 5 Vending 5 at 600W 3000 X 2 1200W 2400 39807 + 360 110. 5 AMPS Feeder=P1B Load description: O/S Lighting, si.gns,HVAC. 1st Floor Central/ other O/S Lighting continuous load 1400W X125 17500 HVAC units 4 @ 2100W 8400 MVAC units 3 @ 2500W 7500 HVAC Central --1800:" - r 51400W Conductor sizes --36, - 225 AMP C.B. /310-16 PYase 4/O,cu 142 Anps Future 120V loads Neutral 2 !0 �4u 250-91 (b4 , 11 ) Grounding see drawing E1A ' . 1 - r J • i k 4 t t. FEEDER :PIC Load Description: Elevator, washers, dryers � 1 Washers 2@ 136800 30 27360 Pool equipment ? voltage 9000 watts Elevator 30 3 wire 25733 X 1 . 25 largest motor 32166. 25 } 68526 +360 190 AMPS PHase Conductor sizes: 225a C.B/310-16 - Phase 4/Ocu To carry inbal.ance and possible future 120V loads neutral- 1cu 250-91 b 4 , 11 Grounding None see drawing ElA Feeder PIP Load description pool Equipment. 9000Watts 360 100A CB/310-16 phase 3 cu 2530 balance P ' Heutral 3 cu 75 10 no30 Balance 250-95 Grounding 8 cu Worst case need a 100A panel a� Feeder: 2 CD Load description: 2nd, floor HVAC units and 2 Spa Tubs Load Calcuation= HVAC units @ 210OW X 28 5680OW Spa Tubs 1500�v X 2 ±3000W P @ i I 1 I 6 800 3 0 6 172 AMPS f a Conductor sizes 1 200A C.B. /310-16 Phase 3/Ocu JJJh To carry imbalance and possible 120V loads Neutral 2cu 250-95 Grounding 6cu Feeder: 3 CD k Load description: 3rd. floor. HVAC units and 2 Spa Tubs Load calculation: HVAC units @ 210OW X 28 58800 W o Spa Tubs @ 150OW X 2 +_3000W 61800 360 i 172 AMPS t Conductor sizes t 200A C.B. /310-16 Phase 3/Ocu To carry imbalance and possible future 120v loads neutral 2 cu 250-95Grounding 6 cu i i I i j 1 `r r. r Feeder: 2AB, 3AB Load description: Unit Lighting, Unit Appliance circuits �I Load Calculation: Guest units 21780 Sq. ft. @ 2 watts = 43560 watts Guest Units Appliance circuits, 56 @ 1500watts84000 watts 127560 watts (sub total ) NEC 220-11 ( table) 1st 20000 @ 50% 10000 20OD1 to 10000 @ 40% 32000 Remainder 27560 @ 30% _ 8268 50268 watts T1 Vending X 8 @600 watts 4600 watts T2 a, Hall Lighting 50 @ 30 watts 1500 ' X1 .25 1875 1875 vaTTS T3 56943 360 158 AMPS A Conductor sizes: f , 200A C.B. /310--16 Phase 3/Ocu 310-16 Neutral 2/Ocu Table 250-95 Grounding Ecu ,tir M1 py t fY yPIF- ..FIM Nr: „ a �► TIP I I�N�IN�� mEE„�►�, 2M cn -r �rJ[, 2.2 L iiho-riNC, v.)CS-r SL. )64 WG Mw INS, 2m. 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'.{!. � F. I y i� J �r I.Y S y t>•' 6 A f"Y 4 tJ v if �ki. '..�.. �� ( � �� ♦��6F�,`�,� Ibl�,�f,�4 �T4 �'^ t !i � 't��1 ti �!,°y�' 11{I�j•,y.1 i � 56 1 f ' JA71 �AMY`Tra+'4RI+titl'wrn....,, ... .,.,.•aWY( :Jbf 3 G 20o P P� 3 F LOOit Ao55 307 'I 301 HVAC Iia A 15 310 —VR L., ZZ i 301 HVAC 23 3 302 H VAC, 16 C 15 311 a V A L 2�1 302- HVAC. 15 A 15 3iI NVAG 25 303 HVA(, 'a Is 3►2 OVAL 26 'r 15 V Ac C 15 31Z AC,✓ 27 0 303 I� _ -.-�- ---- ----- --- -- t , 7 304 M AC 15 A Is 313 V AC Z 30,E A V AC 15 6 15 -613 R V A C �v5 M AL 15 C 15 31'� ;�V AC 30 0 305 AV AC 15 A31 3� i5 A ., 30(- HV A(, 15 g 15 315 Wr, 32 5 1 3O6 HV AC, 15 C 's 315 N V A C 33 3o7 � �I V C 16 A �VAC 307 �uq� 15 �5 31c OVA(, 35 15 C I ,5 317 36 3og �V AL I�V AG �. 308 j---- 'S - � - .---- ------- .- b NVAC q 5 31) } 309 HVAC is- 318 HVAC 3� 3o9 VAC 15 c .5 318 OVAL 39 �V D -ro qo -ro ? 5D yl LU45 C -TO "�3U - -- yZ ,E Pit=1. Nvw A'TNoa av 3 F600 p— &Rp5s FRo 3 s 319 hhp U5 A .s 37b Ovv, 16 4 2 319 ►s a �s3� HVAC, 17 .F 3 320 ►s �_ 5- 132-7 Mme,- 18 A 327 uA c� 19 32� 1�VAC. 1,5t'3 J5' 20 �VAG20 VAL 7 3?z ►s 3cae s�� ,r, ZZ j Y� 3z3 qVAC 15 C �� 0 323 dik, )s A 32q y� 2 3.24 VhC, i515 C Zj s; A 326 K � 301 spA -rte C30 ,r. rill ,M1711` - ?,5-7S w ICBG Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report Apri N 4l, 199-s99 Copyright fl 1994 ICBG Evaluation 5erwfce,Inc. Filing Category: FASTENERS—Steel Gussett Plates (066) ■ COMPUTRUS TRUSS PLATES 1. The connectors are installed as set forth in this report. COMPUTRUS,INC. 2. Allowable loads are as set forth in Table No. I. 1307 WEST 6TH STREET, SUITE 114 3. The 1lllowable loads may be increased for duration of load in ac- ■ CORONA, CALIFORNIA 91720 coreance with Section 2504(c)4. I.Subject:CompuTrus Truss Plates. 4. Connectors are installed in pairs on opposite faces of the mem- II.Description:A.General:The CompuTrus Truss Plates are punched bers connected and are not installed at locations where knots oc from Nos.18 and 20 gauge galvanized sheet steel meeting mechanical re- cur. ■ quirements established in U.B.C.Standard No.27-1 for A446 Grade A or 5. Application of truss plates to wood members with a moisture higher steel.The plates have 9.4 teeth per square inch of plate,each ap content exceeding 19 percent requires that only 80 percent o1 the proximately 1/3 inch in length and approximately 0.106 inch in width.The load values in Table No.I be used.Plans submitted to the build- teeth are punched in pairs,with each pair spaced 1/4 inch on center along ing official for approval must indicate a maximum moisture con- the width of the plate,and 0.85 inch on center along the length.Alternating tent for the wood at the time of plate installation. rows of teeth are staggered.10 inch from adjacent rows.The"CN"series 6Stresses at the net section o1 steel plates are not in excess of the plates are identical to the"C"series,except than every third row of teeth . values permitted in Chapter 27 of the code. The maximum ten- is omitted.Plates are available in increments of /2 inch in width,up to 12 site load is determined by multiplying the efficiency ratio times inches,and 0.85 inch in length,as required by the de3ign.The plates are the gross area of the plate times the steel design stress. applied to truss members in pairs on eacn face of each joint with a power press constructed in accordance with the manufacturer's specifications. 7. Where one hour lir construction is required, see i B.Identiticatlon:The CompuTrus seder"'plate is embossed with the Evaluation Reports Noos.s.1 1352 352 and 1632. letter"C"for the No.20 gauge plate and"I Iur the No.18 gauge plate. 8. The allowable load values are recommended only when plans, The No.20 aiuge CN series is identified by the letters"CN"embossed on truss designs and calculations are submitted and accepted by the plate,and"CN18"for the No. 18 gauge plate. the building official as showing compliance with the Uniform Puilding Code and specifying that fabrication inspection will be III.Evidence Submitted:Descriptive literature,details,calculations and provided in accordance with Section 2510(f)of the code. load tests are submitted in compliance with U.B C.Standard No.25-17. 9. Trusses are individually designed in accordance with recog- Firdings nized engineering principles. 1993 Accumulative Supplement to the U.B.C.:This report is unaffectz; IV.Findings:That the CompuTrus Truss Plates described In this report by the supplement. comply with the 1991 Uniform Building Coder",subject to the following conditions This report is subject to re-examination in two years. f j d TABLE NO.4—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONTACT AREA1-2 LUMUR sPE SPRUCE--PINE--fIR HEM--FIR 34UTHEIIN YELLOW PINE DOUGLAS FIR-LARCH FMC1EN"RATIO IN PERCENT Olneaon of Lead with Respect to Olnuflae at Load mot Respect to Direction of Load with Respect to Direction at Load with Respect In Direction of Load with Rnotst th tht tae Lee" so 1"10 the LadIRa the Lenin LenONt of too Plate M 0110 MEN al the Mm at me Piste of the Plate TYPE OF PLATT pa to W 1 44-to 110° 0o to tap 10o u wo Oo N 40 too tow Do to iso 400 to Spa Oo !00 C 165 146 165 146 204 161 204 161 39 42 CN 110 97 1 110 97 136 1 107 136 107 7t 4' i ILosui+are based on the following specific gravities:Spruce-pine•ftr 0.42.hem-fir 0.43-0.46.Douglas fir-larch 0.49-0.50 and southern pine 0.55*. ` =Loads are calculated on the basis gross plate area. f I Evoluisdan reports of ICBG Evaluation Service,Inc.,are Witted sobly to provide information to Class A members of ICBU,etdltzing the code upon which rhe report is bated Evaluation reports are not to be construed as representing,curnheti s or any other attributes not specifically addressed nor as an endorsement or recommen- �' dadan for use of the subf rd report - This report it based upon independent tests or other technical dam submitted by the applicant The/CBO Evaluadon Service,Inc.,rechni.al tmBhas mar wed the rest results and/or otherdam,but does notpossess rest faciNttes to mate an independent verification.There is no warranty by lrBO Evatuadort Service,Inc.,ezpi+rYt t or implied.as to any"Finding"or other matter in the report or at to any product covered by the report.This disclaimer includes,but U not limited to,merrhantabilin. p8ge t of t y .t ��,�f,�� ,+c', ...:lk{b•µ~14 's 4rM ytr'? Tf of.. 9^'�^."'Ll ? 4 '-'•'. �, iP'+.+'.7,',rCY', e I I This safety alert symbol is used to attract your DANGER: A DANGER designates a condition attention! PERSONAL SAFETY IS INVOLVEDI When where failure to follow instructions or heed wam- you see this symbol-BECOME ALERT-HEED ITS Ing will most likely result in serious personal MESSAGE. injury or death or damage to structures. CAUTION: A CAUTION identifies safe operating WARNING: A WARNING describes a condition practices or i,,dicates unsafe conditions that could where failure to follow instructions could result In Il result In persinal Injury or damage to structures. severe personal injury or damage to structures. HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE • 583 D'r:lnofrio Dr.,suite 200 PLATE CONNECTED WOOD TRUSSES Madison,Wisconsin 53719 (608)833-5900 Itjtherese r i ilJyolthr31lt5; Ia/arly0ib� �l�lingcontgtgrliceir� gontrac�or• truss industry, but musit, due to the nature of responsibilities involved, be errsic1C4C�r�G1iQ1t.�QntrOlrf9l)Iq�LrgABIlYG9it�n1 (gl�lilt?install and presented as a guide for the use of a qualified building designer or installer.Thus, �r fLO1Q.�,3f�la1A�91tng�(9S1-N9�CrLsses(Q�-rQ(� til y_,The installer the Truss Plate Institute,Inc Pxpress1v disclaims an}responsibility for damages mustexerclse the same high degree of safety awareness ns with any other structural arising from the use, application or r ance on the reccmrnendations and material TPI does not intend these recommendations to be interpreted as superior information contained herein bybuilding designers,installers,and others.Copyright to the project Architect's or Engineer's design specification for handling,installinq 0 by Truss Plate Institute, Inc All rights reserved chis document or any part and bracing wocd trusses for a particular roof or floor 'rhese recommendations are thereof must not be reproduced in any form without written permission of the based upon the collective experience of leaning technical personnel in the wood publisher Printed in the United States of America CAUTION:ON:The builder,building contractor,licensed CAUTION:All temporary bracing should be no less Acontractor,erector or erection contractorls advised than 2x4 grade marked lumber. All connections to obtain and read the entire booklet"Commentary should be made with minimum of 2-16d nails. SII and Recommendations for Handling, Installing & trusses assumed 2'on-center or less.All multi-ply Bracing Metal Plate Connected Wood Trusses,HIB- trusses should be connected together In accor- 91"from the Truss Plate Institute. dance with design drawings prior to installation. / TRUSS STORAGE CAUTION:Trusses should]notbeunloaded or rough terrainevensurfaces which could _ damage to the truss. I CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralCAUTION: Trusses stored vertically should be bending and lessen moisture gain. A` braced to prevent toppling or tipping.-1 � AWARNING: Do not break band; until Installation l � 9 . ANGER: Do not store bundles upright unless begins. Care a hould be exercised In banding re- properly braced.Do not break bands until bundles moval to avoid shiftin of Individual trusses. are laced In a stable horizontal osi!,'on. EAWARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands.Do not use damaged trusses. A -erohibited.Is extremely dangerous and should be strictly Frame 1 i I WARNING: Do not attach cables, chains, or WARNING:Do not lift single trusses with spans Ahooks to the web members. ® greater than 30' by the peak. I E "dog MECHANICAL `60' ' INSTALLATION or lass or leas Tag Approximately v Approximately Tag ' Line '/e truss length V.truss length Line a Truss spans less than 30'. Lifting devices should be connected to I The truss top chord with a closed-loop Strongback/ 11 Spreader Bar attachment utilizing mater!ala such as slings,chains,cables, n Ion giro In SpreaderBar Toe In - Toe In etc. of sufficient strength to carry the � _ weight of the truss.Each truss should be — — ` set In proper position per the building designer's framing plan and held with ` Approximately the lifting device until the ends of the '/o to Y,truss length truss are securely fastened and tempo- V,to 3'4 truss length Less than or equal to 60' rary bracing is installed. Greater Thar 60' I Tag Line Tag Line Strongback/ , Spreader Bar 10 /0, �-�.___`` SpreaderBar Toe in- Toe In _ mid-height F u = At or above l �. '. _ . � �— Approximately 7- I Approximately_ '/a �� —Y,to?;truss length '/:to Yi truss length 9 Tag Tag Less than or equal to 60' Lie Line Greater than 60' CAUTION:Temporary bracing shown In this summary sheet Is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer N a different bracing arrangement Is desired. The engineer may design bracing In accordance with TPI'a Recommended Design Specification for Temporary Bracing of Metal Elate Connected Wood Trustee, DSB-89, and In some cause determine that a wider spacing Is possible. [GROUND BRACING.BUILDING INTEPIOR GROUND BRACING: BUILDING EXTERIOR UDU lop Chord Typical vertical End Well Slde• I BT, attachment Plu,IIrr `\•\ ,�'. ,LI' Hlxking rn111111 • I 11 around bce tical _ ver (Gsv) LTop Chord rill Ground Brace ✓� �, Verticals(7,Hy) ' Ground brace `'`• i ' '�' " � diagonals(GBG) group er huaMilY i Ground brace VS Psd WMoe([e) vertical(GBVI TMr truss,of braced Ground[u.— , J t.twal group or 1 ussers IN.ral(Last diagonals ov r d braes diagonals((18D) ,I (EB) H.n, 'nl flow system eball how { a-f oyu•ale capacity to support around braces strut Backup Q, 1 (s T) 2ndf'". ground stake tat ticar Driven Typical lt l Ile member with ground stakes Pla stakes( T) CAUTION: Ground bracing required for all Installations. Frame 2 t , ' _ - tIAGMP17i1M�rMAT�'r!PVV1•Wrk nn:a�Fk.:l"fi kill+�{tJf,Ill.4Wk�F'ktferMrc�Mtcmera,rvvreh,�swlsr!"'•a,:t',n�.vM4b .... 'd.. n.v�.. '• •r I TOP CHORD t d I TOP CHORD DIAGONAL BRACE 1Z MINIMUM LATERAL BRACE SPACING(DBS) �lorgro.ter SPAN PITCH SPACING(LBS)_ I#trusses �_•a ii Up to 32 4/12 8' 20 15 r Over 32'-48' 4/12 6' 10 7 Over 48'-60' 4;12 5' 6 4 Over 60' See a registered piofesslonal engineer DF•Douglas Fir-Larch SP-Southern Pine HF-Hein-Fir SPF-Spruce-Pine-Fir Continuous Top Chord f 1 All lateral braces Lateral P,%.a lapped at least 2 Required trusses. 10•of Greatler 1 � � Attachment rr. Required —� Top chords that err laterally braced can buckle loge)her and cause collapse It there in no dl sgo- I, nsl bracing.Diagonal bracing should be nailed to Ihs underside of the lop chord when purlins ' are attached to the topelde of the top chord. r PITCHED TRUSS +� s� WARNING: FalluretofollowtheseIwtwtitFimwtttllilil'iorlsdb'b r1 1M�`' severe personal injury or damage to trusses or bulldlnpe. TOPCHORD MINIMUM TOP CHORD DI 1GONALBRACE PITCH LATERAL BRACE SPACING(DF1S) 12 i SPAN DIFFERENCE SPACING(LBS) #trusses i SPIDF SPF HF Up to 26' 2.5 1 7' 17 12 Over 28'-J60' 3.0 6' 9 _ 6 Over 42'- 30 5' 5 3Over 60' See a registered professional engineer DF-Douglas Flr-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir I Continuous Top Chord Lateral Brace All lateral braces Required `�. lapped at least 2 -- 1 trusses. s 10"or Creator 1 a Anachment ; 'i• Required 4", 0. t tb[1 r� `y �Q Top chords that are later ally braced can buckle 44 Qt togetherand causecollapse ifthere isno die ` not bracing.Diagonal bracing shot,dtronal,e F( ^r1, to the underaldo of The top chord when purlins are attached to the topelde of the lop chord SCISSORS TRUSS Frame 3 i awsurrerar�nsHwa�A+12 ---i 4 or gaster BOTTOM CHORD 1 _ BOTTOM CHORD DIAGONAL BRACE 1 _ MINIMUM LATERAL BRACE SPACING(DBS) _ SPAN SPACING(LBS) [#trusses] Up to 32' 1 4112 1 15' 20 15 a - Over48' 4'12 15' 10 7 Over48'-80' 4112 1b' 6 4 Over 60' See a registered professional engineer J / DF-Douglas Fir Larch SP-Southern Pine / — HF-Hem-Fir SPF-Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. ?oc\ Bottom chord diagonal bracing repeated at each end of the building and at same ._ spacing as top chord diagonal bracing. ---- ,�� _�_ _.__ TTOM CHORD PLANE WARNING: Failure to follow these recommendations could result In severe personal Injury or damage to trusses or buildings. � - Cross bracing repeated 'aA r at each end of the building and at 20' s"s ° Intervals. i I ^Las `°o. Permanent As - continuous 0. rlateral bracing as specified by the truss engineering. X45°- � �\ Lib, �•„�, WEB MEMBER PLANE Frame 4 J T- 2x4/2x6 PARALLEL Continuous TOP CHORD TOP CHORD DIAGONAL BRACE CHORD TRUSS Top Chord MINIMUM LATERAL BRACE SPACING (DB s) Lateral Brace =1 - - SPAN DEPTH SPACING(LBS) #trusses Required Top chords that are laterally braced can buckle SP/DF SPF/HF together and cause collapse Miter isnodiago- 10`orGreater U to 32' 30" 6' 16 10 ..IL".g'D'agonal bracing should be nailed —1—'-- Over 32'•46' 42" 6' 6 4 to the underalde of the top chord when purlins { Over 46'•60' Q$" ere attached to the topside o/the top chord. 5' 4 2 Over 60' See a re Istered professional engineer Attachment DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Pine-Fir $ for"" - - S) see!- 0. -� greater i All later braces Iappod at least two — — ' The end trusses. `�._ diagonal brace for cantllevered End diagonals are essid"etfor trusses must be stability and must be duplicefsd on pL•rced on vertical both ends of the truss system. webs in line with the support. ; AWARNING: Failure to follow these recorrtmendations could result In severe personal Iri y or damage to trusses or build;ngss. r4x2 PARALLEL CHORD TRUSSJOP CHORD Continuous Top Chord top chords that are laterally braced can buckle Lateral Brace logetherand cause collapse If there le no diago- nal bracing.Diagonal bracing should be nailed Required to the underside of the top chord when put line 10'or treater are attached to the topside of the top chord. i 16/ � Attachment Required d if S V • .0.c,�� _ i l� 3/as l i Trosses must have lum- ber rier ted in the horl- Ali lateral Zontal alrn,;tion to tine at least two ees lapped this brace spacing. et ' true»es. / X 45. Fnd diagonals are essentlttl for stability and must be duplicated on both ends of the truss system. Frame 5 L�_ 12 '3 or - TOP CHORD greeter \' TOP CHORD DIAGONAL BRAC[ RB- MINIMUM LATERAL BRACE SPACING (DBS) j SPAN PITCH SPACING(LBS) [#-trusses] SP!Dh" SPfLHF Up to 24' 3112 8' 17 12 Over 24'-42' Over 42'-54' 3/12 6' y 4 Over 54' See s registered professional en r sneer DF Douglas Fir-Larch SP-Southern Pine �• HF-Hem-Fir SPF-Spruce-Pine-Fir O ' 11p1 elf, r e 1pf a k 1 All lateral braces lapped at least 2. trusses. Diagonal brace also required onij'va end verticals. �� 4 r��ylrrk t Continuous 1 op Chord Lateral Grace - ___ f < Required lug chorda that arc lsterelly braced can buckle / r"A1 F 1 T• together and cruse collapse 11 there is no diago- / ~rn 1 `- _•y4''� 10"or QfOAt@r rel bracing.Diagonal bracing should be nailed `'•i,,: to the underside of the top chord when purlins are attached to the topside of the top chord `'-��•�/ I 0.4111, Attachment MONO TRUSS Required - WARNING: Failure to follow these recommendations could result In severe personal Injury or damage to trusses or buildings. INSTALLATION TOLERANCES BOW Length ---- ---- L(in) — PLUMB D(In) D/50 D(ft) 12" 1/4" 1. Lesser of 4" 1/2" 2' L/200 or 2" 36" 3/4" 3' 8.. .. 4, 80" 1.1/4" 5' ---- Lpn) L(In) 72" 1.1 2" 6' I 94" JL4" 7' T. Truss I 96" 1 2" 8' Depth 108' 2" 9' ...... ....... ... . . D(In) ay�a Les es r of U200 or 2" I Lesser of D/50 or 2" L(In) L/200 L(ft) On) L/200 L(n) Maximum +� \_ 50" ,_ 1/4" __A.2' 2oo" 1" 18.7' Misplacement Plumb 0 " 12__ 8.3' 250" 1.1/4" 20.8' Line 150' 314" 12.5' 300" 1.1/2" 25.0' OUT-OF-PLUMB INSTALLATION TOi FRANCES. OU7-OF-PLANE INSTALLATION TOLERANCES. DANGER: Under no altautnstensss Mould WARNING: Do not cut trusses. A construction loads of any deserI11196ttbsplits'sq on unbraced trusses. 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AIM x Q e o o le R R + AI��M�'�l�1� e �z RR.w Ati Z g u Q W D 1 1 1 M « 0 0 0 0 N i r u NPSfm N c �dIL IL 1 o em AM slit LS o w -j pill .9 1 dill �X e o .6 r4 •.S o �� W Uppw n U V V Y L e N > ¢ U 1 la <QN� Q rr �� •f WaU {p q .mWW U?Li c! O QK e! W 1�C 1r ••■i■i ` u� f a �nm6 � 4 D� •� n 81/91 d'�'EI'6L 'oN �11I SI1�lIldNiO��`IRd6Z 6 6661 '9 Un f � r 1C8�{o� r - - AJ. . J .t !i!!!i '"nfri _ I p n n 0 1 N ALn r S 0 w IN I 4 4j � NJ fA rl ci +41 L l : = � d i Sall eao w m Li ea Er •p .s "` D � i j � i� r ci Lb ra All! fu s o N s r ID u tK m o • �b0f JJ 1Ju u O 1 N `D V w a it 1� ��++ K '� cC W1n E U. 1z 1 N C t p M R ti t MI N N N 1- G+O ff • • K O 600/COO* 3DVd A31 1VA N 1J.V]dn L oJ, oN 1 snsindwoo worm 6b: h se . L Nn1' . 4ssasss ¢ �MiRi �" rr�rr � VIM c0Cil I'lo r } `•i A; ICI • V ��6� � � �jitC in qr s^it I rO .o~. � i S L3 u 3d a! � �E ti 1*}E C-, ;; e5E�� 1 LO 4 w di N (! 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RECORD r' CLIENT - , .,;N�. _—_-- -- -- ------_. ..`. .� ---- � ❑ TELEpNONf: C� DIRECT � _' JECT i TIME RESPONDER INITIATOR INDIVIDUAL p `� INDIVIDUAL / I a I COMPANY COMPANY DESCRIPTION i I L..a /�c� LS r� —J GR%9M Fn I ;-- ��-a.o �t fief irD P t COPIER YO LOCATION — PI , d %^',�'a �OC ION 'A TI �dO O C o. ONLY neo. �� i . ltUbt V1 I 'r tNbl ,••i-,.•.•-.• , .ua , f i'. ROSE CITY ]BUILDING MAT EMAr.S FAX TRANSMISSION COVER SHEET ACOUSMAL DEPARTMENT - _ FROM. ❑ BOIL' MOORE :r CO: - dr ��•� c ® DAVP JACKSON DEFT. . _�--_ -- ❑ ROB MOORE FAX# c~sn f) 6'1r" s9�6 ❑ GAY�,B RIPPL-Y #PAGES 1/ FAX# (INCLUDING"RS eAG&) i MESSAGE: .-(:7c ff to-C.►._ �'� /^ J ---- — ey f 6100 SP IIITH AVE, PC)RITKND, OR ON 97266 PRONE- (503) 761.6556 1'Ax; (800) 423-8884 4 R U:i F_ L;1 1 Y F.,-1 S 1 _ r r l•+r.,i:. Y.Y!�. Donn bXLIDXLA Fire-Rated Acoustical a« Suspension systems r Fllrawpted dxL/DALA Tachnlaal Data The Donn DXL and ALA •Labeled llnderwriters' -- flre-Wed systems offor LahoratOrlos,Inc {UL). Pants Pre-rated grid t with •steel led'CX high-tensile functional beauty in steel La or rated drtc i n Ukinu tee ends I g plug in positive-luck provide pull- lenslnrl � g+id sys'Kne that maintnin listings, insertion for Rulck Instal vahres In excess(if:3U!) Iheir sure integrity undor Ore la;ion without fools, lbs. without additlonhi exposure. 12'male tees •Components formed trbm w ur fastener:,, the fire rating n will! r ll-Oreial quality,orwires, rllP lrl- Standard fire-rated cross a single,controlled expan- rolled,prepainlPd steel tet7S haVo r)1f3FI ends Fire-rated rross tees can which rest on Ore-rated fileve►(Jut ng installation Sion point located near itio to the strict requirements main tads for helter and will not dMF1 vut splice,combined wilt of Underwriters'Latx7ra- appearance with no fire-rated cross tees.The , Cpp •Avaiinhlu it,24 standaiu to►io.r,Inc, agging or twisting, PFlnet-matc!lin COigtS rrs MA.system has an alumini Im cap for added ' 1'h"fim-rated main tnes well as 6 contr�ting ' corrosion resistanco on the and cross tees nombine finishes I exrose,J Fwrtwn of JI)e with wall molding for a Uhd 1ba DXI_systorn 51.115pr3nded coiling that ('Onvs in the very papular maintains Its InI'Agrity i♦`N :4 oolor s designed to unCler exposure to fire. coardinato with Acoufilones and Auratono*produr.Gs, die^ V7" T1 e DX syst(m)also colors in 6 contrasting finishes. rytzU f�tnh . 1' 116 web._ - -_--• r'a�e___ cross Tee Main 1rA and Cros9 fee CeiIInN °enol Fite Expanninn Notch ! Reversible j e InIegrai Splico s _-Cr)nvervencn 0 FHole�=�a`� _ 0 1 ,, -- _Cross The Fire Fated j �S Main Toe USO Interiors, Inc. j n , t y` '.. . . ' W". ^ C '1t?GM?IYY M 1igM�u}MMlManit' ROSE CITY EAST 7e1•t.s�6 r.lre 4 .ay ' f Y DXLMXLA performance Dato OXIrDXLA Cross Us Lood tort pelta• UXL/UXLA M1In ilio Lood Twol DMm* Gr,�411 Ai LW*h W9111 lhf1LF _.._._____ ....... _.-.__-- INnger Hfn1lw 111@110"DXL 216 2' 1• 33.5 Arm 6pea1n0 seeing $por*vu DkL324 9' 1'h" 26.0 kuInTM Chea lsnglh HNa11 (LLf4F) -(the RF) (lbwrLF DXL 424 4' 1W 19.7 DY.24 Inomoaow 12' 1W 12.4 —61 -- 36 DXL 5.4 5' 1A" 64 _ DXM NCAWDub 12' 1!}i 103 7.3 49 , DXUDXLA Connection Veduo In Pounder tp` k1�g MIMMMIen Tanela: .,_. M-T Cctmpnlaakm t Melt Teo Sprue(DX 241 320 479 MsnT ca ll>KZ6} 334 — OOD Crces Tee 0mnor*)n Jat _ 8.___ Nab: AIIloadNot dale Cf19Y v,ym(AlhfOwl tic1WO' 'Alt able ktl dabs Inst oonnrdAn koklea 4 s,ctwt,7l x,l UY.L aM DXLA 1 w u• ` Fixttwe,Suspension Moln Tse to Main Yes - lylaCNlNWl�914YIIR 4 • Mwn Iovs ago GN)wnve'lllal R►wa 94'x 46' 24"x 48' 1?n 48' 12 it 46" 24'x 49" ZO A 6U•• F1alr4lylaidn _- 46'x Or 49•x 49' M-48 x48 X46"X 46" - n0^x60" -W X W Y eatll Mewl�y�� 5lelardfffwlelfaflequle oxM erxIMYM alhfebaNimrlarrMgMbdYn1i11�fI1MMlr�r'.+ f�MarMMfMwV1�COryMgq�t.nolt�Of.te�lNpq+talaApft�RfMe4lroaft>lnauylnflnclloatgwanrnubrapvandM�pl '�� 7d110'M►•anetirfttfl�naMnewPl+lorr�oaut�manw = ,........... DXLIDXLA Fire-Rated Assemblies FlooMeNing UL Designs _.. Ibut tUl' •ULIkutlNt t#otkb 8l.o hbllfAkMnesf Port�0�0 p.0. MSftbO sq.a Ct'h�kniaf t M R�i3 t e4^X46' IStNtw:P•229 24"X24,48------ WYE 4R � 2'x4'.Mr eu 1PS ku lW '--- 1N.P-23D -14"x24,48' w —` 24%—" 2515570k+th _ ------ h�r.2U- 2-'x47 T... -_. ..1,• �i47t 51--- _..._� Yl:,ealrhfr on 4)OrlupMtsd riles It" llpKwelpM InMdlMnp<kxKrlM an(?OnVgsYM luck Foxallntuf(dmonRllYsd9esaiilnft _ ^'�--�`�--'�-^—T— ...._�__ i rw;P 2?B T'M•x 4S -1 " -L_`S11 aU4 - 4X'alllrrclan 0W&Umthbd*WDo* .,,, isnr -j z,•X24• •��ir`--___r-xiR r 25s - __--�-- ,........� I r �s. V t F 1 1 a 1 1!088 CITY EAST 7614333 P.04 I � li i h L' UXLIDXLA Fire-RaW Xtsemblloa Jqow/CNjMq UL Design noun. a - _ -wftanf1�il GllulrfUtk - a10 -- Pens1mlcYrwt - gtrt00_ p 1l yj jNII' �1aM _ taaN Lh:A.XYl Pa•t�4'.4R' _ ' 2M A 2416 VS 4e` - - P. 4-,4N' Oona.Vonii�et.ILwli Y�41''-��4•.4e• ��--- - 25x• ------ ------- �-_ ..__.. � 27'.P4•¢Gl1' 2RM 'x7'.2 - tM -,.- 24 x2r,4o --- 1 - - __24Ztax - I ...— ----.... I 24`r.P4'AA' qY ih O?PI - _—.,------- 61e br r w 4' P'v Zrx24,ae N. _ M •!!�0,222M) --- 21•2 if r4fl• N._..--�- Im __...__ a2 -� 2.,y,. �^' •:� sr t rr — ?*■tr,JvxJp• 18".YI,AI1x(g1 le.k ,1 12 - za'a2ae '._- 7rk x2a.ae` - -- _ -- -?rx 24�a-� -2Y a PT,<B' -_ ---- - —_ - -�- -•_ _2 ...-. •q. "h M•r 2^9 ._.___-- 24•r W 4.47• .--- --- --�— 2011• -'-- - ��' ;:•+ .._. 20'x e0' MPeT 1'Rh.G.24J H•x4B --_--- W.11`,Y ,eqr, 2'%Y 17 Ik. 244'x ---__ _., 9'.;4Y'W' �,4"--• 57 11M.. PeO 24•x241,4 P4•s 24'.41"- r '.% .—_ Concnls nn Iry 72oe ---- s 24 x 24'.4tr P x4e' �� 4 til a.7�e '-.-__ FI•%P4•.414 - --- -- u+c'-� ' 771..__ 7x CL7.1�1— N.a21'.4e' 2'MP' 111 b1 e'■4• _ thr.r 1 -pa'x2�►•,1S --------- Y4X ----- til r 1 �x 117 2•�_ Hoed/det-Y t 1 _ 41F FA MA. 2'x4'.20,x erJ' S� 2n• _ - MNe 4 Ir WIN 1Y 7c s" 4Y.W,'•�Y,- teti " ---'- ------�— -- 4 WaN'.ICNaval NfAfs: -- 4e ` r+w'Oerwrxsahx,ldtvloex0 rtk req'nron4nts al tlw p�Cek;11ep8na41)tle the oAM*AISIW notch and 4rdt,.u Pr ltl Worl 41'uld-aawri dmt amKgVlrhl*her)the ly!•,eted tDYd YFld weiph►bex Ilan iuW 11• p s A'l en'rro41INa aei b haw!6anp4r wiles al tlxi�nklpolnl. 11 F,xRxas�4Wmn I Ba•x 4e"l�xtrs only.tMll44 no1M1 Clv,<1.Mi'gl br 1'legemfbn I�Olir4mer;lp.nta. ass•*Hne arc ICC�bO H4 h Pr/Ig1114Y1 and rmeea saleDkfhot,In M4wRex1 UL Pea. j j also 6.V:WM UL Rig Peslaranas DkrCclary ,It,Trarw nIn Car'}xm tX nlametip, ...awn sA AT 1 AyTMa�q ritl ts'j{r,Q51. atV ------------ MIT Tr sB. 4' r• n: r k c s I-11 TY EAST T191146Lf8 r- --' \ )r r �-V DXL/DXLA U6 Directory Intorlrlrtll fie" Fire res stjonce relem to une ablhty of a structure to all an a barrinr to the storoad eu"fistun System,: of life arrl to oorfling it IC the area of odgiii Home frilly a ni from ono orra to The Iyptl and Nle are Spor;tlstd on fire ueslyn SUUlrarl or Ihr uYtilm'tt z d, another by collapse of file barrlm,by openings through which hot passe mea lrnpUl fart featum III IIS Ilei furnna,K7P. Apache or Ina auppntla stgrn,l,W i.c•:r c 1 pass of by ctndualktc'••i sufficient ropsl to 1pnlle ctxtnhuslll;Aee beycx+d the hat- ,,*,. at,,er.These cheractsrfeflCs f rer the basis for)Adging when an asaambly no ton- idles 14nglh of Gall;Ian;hetnvpnn the main alma and Rio wall mekhng 11 30'1 gat acts es a barrier In a tact, longtrr,each cross lee shall be cupparted Sy a hanger were at m,dtfo+nt o,„ear ii- 01,provides a service lot Ing claosllicaeon or evaluation ull pruduuls w1111 the voiI. ` respect k)Ill)1110 PkPQt ties(if Iha plttJutA,(b)a tanked spe'rAm",of ha;nam 10 Crn&a fees which are parellnl and adlticelft to wells and are spacea 12't,,Iv$, ble 01 prr"I!.(c)sldtewily ul Ismtnxluul Ire crf lain beef of(d)swh other hrm t�,q well stKiulA oath ba Sup�»��ed by a hangar wins sl m�dpQ,li 11+�,� crxld,l4ns ss 11l may cfYltltlul tlr>F�rnt>la SIM:h eefVlea Ia mtafratl In Rc Iter should mloir i2e their rotation under lire oondllons duo to the tult;ulu„r"t y Cfassillcn4on 9ervin0-and pmduti nnvarad undar the servioe are ralorted to Weight Lit pMefs on their Ranges Pit.haling CIAssINed'IvtxlurM when handing A Cias+fGOstion Marking.' F'Auleat a guccesalultest,ndeta:kid(11 I4nIn11twauett41l,Its Pet Where s toning la gtpplli Su 04ecfly from Susad 11 mernbu,a, t acts y in v p Ipulemd end Intermadtarl GuppOrls lyiay be used it nwstt.try{x,r:ul•:u:I,•„ ,n Iha)Ire last aloof other narNnant drrtxl)s such las the specifications of 1111699dals, prolhra gn In.plan sldinees e(JUlvalenl Io 11101 nt the ollpmaVy ILVLL t,•ar'r:r . cilissitica0m coverage and afternala assembly details are wrinon Into a report fm A suggesent method for provicl, 4,10 u,vele 1114 place Yhffl Wl.k s Ir,m• the s ponlor.Ihgs1 reports are published In the UL Fre HOWAStance Directory 1 Vt°mid Hind al,arnols made of Flo f�gouge:homief palma)u'UP-,,.t: 'he prolix)effort representing(hevallofA groups of 0onitnlcRenS arelisted bebw. with the web altilled ver Ncally end suspended hath tie struclurro nntnlhh, Pralla Lettraat Group of Consbuctlon No.12 o^Wt3 or heswer gely steel wire et a mek4nl!ro Spec sh Of dp•n r Fk:xxR:elk peri ne-(lumalfe and Cellular channels may be oriented para9e)GI parpendicufar to tns dtucfural ni,+n,hl r} A 81x C g ( but shell nal be epaawJ IfIOIs IlYsn die sprn7hy of life mstnhats WIlme It;,,ni-t only)Stleal Floor Lints e,Ilary I,t 114 Awrry the rirpanlion machanlsm of soospen ian mtsnix,ii uI hl D.E or F Flotx,Call'nq Assigns-Concrete and Meet morn dumnsion;fir rcvrldtn vridths,the member rthnldd be inaiAlferl w,itl;,,),II: nnor Units of apprn•lm0tely!'ti per tool of length to permit Iree thermal ekpMSlat G H or l RwIlCoilhg Designs Concrete and Steel t.lghl rixturas Jdalt I or x li'Cwlhg t)anigns-Cnrimplof UyRxtures may ba,nslalled Indwldualy or 4ntl1a and(,n,ew'1 bus Uy•:,ur vtela1814i41rs 1189 nal t,Ron investigated When Installed entl-47 end 1110 plUhsuiu I L or M Floor/Ceiling Designs-Wood.Joist o'Combine materials epe(.-,pgo lot Ing end of the INtula force piece)shall be plxcurl on Io., iron Wood tend 51ee1 Assemblies of Ihg atlpining tug firalection pirees to raver the gap at div ulv!hen A•ata Is. II P.Q or R 11ccivuslling Designs lutes The epeaing of Iipht fixtures given In the designs talars Io ItW hhl.?LLAI aggregale area a I.he.lootifes 10 be,used In arch+00 to If of c4ar,R1 Lkb.,b Design Irstormation Section—General speriRari dillaieni l,the Ilalures are of the Iluorescent 4tmt'tvop Wt, Ot-0I vv , . ,I ns of la Iln•'d dell ins al'nufd review the Informtlian appfotrdgte I011he Ing and hardware Wt+ent air handling-type IIKIIJMS"'A"!teller) ❑rr IJf-ll,I.t, describe the fixture as ill handling or as provided with class oil life.outt4utti ues,gn group. euth7fttiBs havingUrIsdlCtlpn 911 wld be orxfwlled before(xxrtiructJun Hr tuore t,error no air Inumnenl was ernpbyed during the lest ere udutye, 0 I ratT ane thea elf mnvampM he elfeK lively alnptie,t al the start 01 a nue ar h,v I Alt i21ir1Q6 ell naf7ed or the Rut,ln,pllotl dwt the AIM411fy to Alhlckllal 1e+mhara dlirty 11 Kill may tie used in arty design which&poia light Ifklurn tYm u.„f e skit.) ens the e:tantbfy Is not Impaired by the efle(•ts 0t,ills.Rte extent 19 It le not n:." .ry la alter the Nxrpte pirro011on and That pnputyone cilli nlpu:=1;I damage o Iha lac!;uamby lid railing We hG 401 A0414001 101`11114 rating sfleufvay Ibppl4g Ih0 movement of air at the start of a Pro Ralonga shown an lndhv)dual dogigne apply to equle cot greater height or thick- In Collings empi rying on e+posed gold tusiaoii girSleln when ttdrgw'sou:, j nes?of the stsembty and larger structural manlbam when bath 9124 end vle19111 NgUIl4d at Midpoint of Ing troll fee on each Gude of light IiltplH,file wt,@'111,1 JS are equal at larger that,specified end when the Ihlckngae of the hangs',web or be Inelglad wilh approxlmalely W of Meak filch Ihat it will 401 Ig!lou IsfiJ v.On• fse" let of the chords Is equal or gmatot close ter at toum IMperetum conddit" F.rs resistance rgtingq9 apply anly to aesemolles in throb•srtfirety Individual con). F1xltire prop "ton rnalausis shall be spatted away horn Iha sup u1 hxA,Ic-lo is,L u rionanll are not am lined a fire Muffler"rating and am not Intended to he as shown c,Indivlduat clowgne.Spacers pleoed on lop dl 6ithite IlimItoi1)I,:I e,- .f4eiohahged between arsainbees but islher ate ftp jUnated fpr use In A$tie- +466 r,1ewante lot the prCAW10r,rnaleri4l Il l rKA tie bC4lell(1114011 uvY••11 o-Nc;design in order final la racing may he achieved. sdya0nt Io lidure ballasts Installation shall be In cranial mance viiia Ina Nu•611 r The epErihcaliuns Mr the melarfale and their aaoamby am tnporigra do-MatsinElachinal Code and,m case of c,�nllK1 with lineae specolICNi nil.thv v�dc:101 the dm'oflepinort of lire tep'ilitanoa rat rigs.UL Faowryy Follow-up Uervice b Rotit]ovem Far Isv.T panel reltinps as en ellernala t,1(110 sW,cun cut tern cet.y{ ab)g for those materialsprovided with an in the design 18x( informal on maderials or mineral wrwl balls.taap P41,44 or ceiling suepenGlun 9y11unt Itnt+ to;h materials and nemsa of manufarlureirs who have W6111,11110 to 9Upply them may ate used to maintain the clearert0e between the p,olecxul 1110-11,11hunu'I t' Ing e1 the Ilghl tidum uo dqi the UL FoNo na-tp 84fir1 rt are lrxmd unlet life plWUCI oatagodea a tufped elphabsWafly following the daslgns. Air Ducts and Protection Systeme i,a0r.,and RuCIK;aINf1p ars41nbtas WIh sugpgoodWrtiatmxane celtlrgsrAmist- rnr derlgne ornploying meant lot rhe mo••'errii til ale,F.a'nA Slti„Vu„J N'u :lt-+ :iti ILA Iay-ir paimhmay hit laMarlvolth no wilhrx/pmAstcntt In pravanl lgilllllltg '$UtndOM In,lha lntiatl?don of Air Conditioning and Vanutill$wolanls MlfWpangaduringlhOMsl Howm,,since marrlbrfine cailhgni111lsmay should beoensullsd betusooptifttouplill under mitillefd,OavdAionsand the hourlyrail,vgeof Unless olneowlsespecified byIna d4GIgA,theratings shownwort,.,wtl.,t,r„ need end RonlIkAlling designs are daparvdent UtvN,Ria mart Yw*cetinq Iron tesla ampMylny re air mrwemeni The filings iheaeVJni n,,t.f-t :pfnwningkiltrttlurhigtieearlyUagasnillnimgrs+AAte,asumbleswMhtay�, mavmtanlGhellbeefleclk,eiyetoppadeltll4snarlofat,n, SOl`:,Ix�J,t.••'.J1. I cric"V patois and upend ac,:ass Ines ate requlicl to be pn>rlded wNh hdd- irlknmalii is described In eaoh,des,gn ftNn dips.However,when the li14 or panels walph I.r„krimlBn of LO Ib.per 90 t. Duct I)u1k+IS elxsrtd be Ioealed on the 1,60 of allncoatebcul Donal l•ut iib•:,r f the hcid-down clips are not rrrtuired nwAstiary to tut n main runner or cross taeeach cul and shall be bu1rF"ottj 1 in rim-i/Celbng aastmtAill it nnunal anighl ca1ciete(145 to 155 tri+Is by s vefficel No 1,?SW(;hanger woo A'A"efearprore shall Ue nMlnlonfrd specified.the use 11 lightweight(90 to 120 W;l)is teal taCumurslWed ltarenS@ Ll belwebn the duel oatlEl and each cul end o1 main runner o,C isv Iu4 Thi d,� g,oi insufsilnp prriperlies txfuld rause higher Istnparatures tet Bupiwrllrfg ootlel Shall be la(eted so that m more than one mails nn nHV ry Ch-A-1 fill,Ir.;.r manitio r9 Whan lightweight onnrarata In xpecil4rd,the lose M normal weight Ill when penebaiing the Celli nlencbranes 'KA,eoo,n,nanuaal t»geyee 111 howei"Lftling pfoperttsa cotdd r:fama higher ,Aneneooed surhras Ismtferatures Acoustical Mawlal I'a The type and site is sp xathyi on aSr.11 design Whore a ran of nal sues 1e 971'CP.E uhalwih pmrruivnin lotion Itis 19,1111 editionnl na UL Foe fingeru, %t g0 Pa pith,;tory Indicated,rlrlgwlttie&Iran of ou"pension afembars must he used.Designs Incnrplvxtinp Inv in acoteficaf celf)ng parcels spsoNy(he I)ee of holtbdown clips. H01d,dowon clips are not mciWod for assemblies 41corpnfa9ng Bolling panels weighing nal toss than i Ib of qq 1, .00 8 .w'fixM1uyp'��u f.r,i k.",,. •• ....,.,.^.WY.sI.Ut.l'.k,: :.. L • AlM K Uat 1.1 I � + +♦u i i ul.r...r.. . ...., Donn DX6 FlotmRatod Acoustical St aponsion Syaterrt' specification `' Holy to spenluer-the Ioilowing speollicatitHr lur DXL Fire ogled 1.06 Dellvt y,f;orngo And Handling cxpO.Wi grld tystam is a quids s1 the preparation of a Are-rated A. psYv�4y N matarir lx Dglivor rnatsrials In original unur^^it.,: modutar exposed lee grid suspension ayslem.Delete such hems that Aro tWl)dated to the perocular pr0(ecl Where blank epsoes occur, psokagAii clearly labeled with manr,4taoturer a nwr,,ilea, provide information incidental to Ihp p;lHlrular project for which the d acrlplhin,part number,type ind class,as appl catal0 specifiCation i9 prepAred. B f3lor11112e.bt0re In manner that will prevent wurpage sc +lir,nt-, , 1 1 he International System of Units(Metric I1nit.+)Ig available upon damage of any kind Pg1A+y1 C. Handling Handle In such manner to Insorr,,(j,,inai Sertion 09 tliytoiilon or phys cW damage til Any I'rnr3 107 Projecl Condltlons Parr 1-_tGenaral A Exislinp^x]nditions.(Include sperpllc aiteral KJn WUfit 10ltU,I W11tq Jit d 1.01 Related Wwk lor the pro^I) f ,R Flalataa work spacilini elsewhere: B Environmpnlal raquuements � 1 Gypsum Ruard Systems',SeChon _ ' Building condlbon.s yuildinq shall he enckuled vein op ! 4 A+txlstical Ceilirtgr,:Seclkxl w,adowa and ext-rr wr doors In place end g loted.Anti the ro-)I ! watertight beforo Installation al susponsion system 3. integrated Asaernbl,ew Secliuti 2 Interior ternperaluremurnldily in buiidhig•Chr 811C conCillonu In 4. Air Handling•Sectioo _�. areas torecelvecelingsuspen9Ion 5yeternashell rangefroinbo'- 5. Lighling:,teclk,n (15.66'C)IuBS"F(29.4A"C)and rrlotivehuirnwilyolnolmorethe,, a d. Work Inslafiad but furniehetl under other sect+xw 70%shall be maintvin0 before i.°slallal,on of Compollertls (include applicable tecuirnrnenls.) C Cnordinallon vrflh other work C Work furnished but 041miled under 01har sections: 1 tdeneral.Coordinala with other work supporlrd by u1 (Include.AlylliCable requirearonts) penetraling through the ceiling,including mnchAnicol;anU ° 1.02 System Description els,trial work and partilior,systems. A Sugpendad ceiling system conaisling of main leas and cross tees 2 Maor,9nical work nuclwork abn a susp6naion System ynall lir, snapped together to laxer ox+dules of 24"x 24',24'?t 4t3', cornplele,nota permanent healing rind cooling syman is opei at.,,S i 30'x 30",j6'x 39',20'x 6(1",or 461 x 48"tut tha InstatloVoo of 3 Elei.h iral walk'Installation of ronduit atxivrz suspandior ! lay-in aeoushral panels,air dlllusem anJ Ilghl firbucs, system shell be completa belure inslallafion of suspans or, 103 Quailty Anstrrance system rr A Subcor4rsctor qualifications:I+lstollor shell have succeasfrd U Protection Protgcl completed work above suspension sys!am from damage during lnstallation of su=pFns,on system c�^eritr.xI In In3talldflon Of r__.!ling suspensimi systems on romp0nenta Projects with requirements sfndlaf to rsqulleme'43 epeoifled. i R Hequtnaments of regulator agencies.Codes and reon alion3 of Part 2—Products? aulh0+ilies having)urh_d,01 on. 2.01 Manufacturer C Source quality conhol:MeriiAaGltxei will provkJe test OMtiflcalign A pXL lire rated pxr�osed ggrid suss+enslon system as mariLrlCt:,!G for suspensionsysham e,required to meet performance by l ISG Ir+lenprri Inc..Chicgryo,Iliin,of LI S A standards spAr�illed by various ngenoles. 7,02 Matarla(a 1-04 Referanoes A ASTtr x835.Slaridaid S Uhcaliun9 For MelAl Suspension A Genorni:ASTM CG95,corl"nerclal quality,cold-iolieu ster.I p- exposed surfaces pietinishoO in menuleclurer's slandeld rrnanlei Syldwrrs For Acouriticat 7ile And Ley In Panel Ceilings, paint finish;Coley 01 seteCled r T)m mj%farturer's standard B. ASTM C1136,Rec0nlmend0d practice I:ar Inste!tation Of Metal colors. Suspension System l-orAccuslirst 11fa And Lay-InParol-n. t. Fite fisting l lI Uesign No — lase list r)I'.les ons i C ASTM E 119,Slandard Melt"-Is of Fire Tesla 711dinq nvs table) COnslruolion and Materials. B 5u5pan3i,n:ysta;n Cornr0nenlS U USCA CeiFng Systems Ihstallntlnn I tandbixik_ 1 Flra rales]main tees.(Intermadiale)(Heavy)Cauty E. Underwalors'LabOratories,Inc„(UL.):Fire HesislancH G'lmsif r.nliun;double-web design;1 v,".high x 144 vy g, 01roctoryitslin0 and rfassilicrallon. realangutar top bulb;'Vie'0xpos9d IlAnga with roll formed sll,61 1,09 subrnNtals cap;Crass tee holes and hanger wire holes of 3'fiani each ena A. EiOmples:Sulxnll dale for suspension system mete lyes end cross and Wo v,convmiance holes at approximately 2"o c lite tees Im Acceptance. expanslon relief mechanism e'Iron Arts and,integral reve ie C 1u 9pllres, N Shop drawings: 2 Floe-rated cross fere'+. 1 Hohecicd txNing glens:3ubnait ceiling su9pensiotl eyslent r FL Double web desi,n.1'/:"high by(36 48 60')folio lay"to indicate"lthg modules and relayed fighting And rocOngular top bulb;'Viet'exposed flange with roll-formed mechanioel systems. steal cep,high tensile sleet end clenched to web 2 Assembly drawings:Indicate module dimensions,aeoe-mory b Double web design,1"high by(12',24')long,,uclangutar attachments,and Insfafiatkxa of integrated systems ccenponanle top bulb;'Viet"exposed flange end prepainted 9leei cap higr, L ti44Mufectu19r4Data.:lubmil mgnulaehrraCp catalog cuts or tenniln steel end clenched to web. standard drawings stowing deigns of system with project C. Accesso!irr4 conditions clewiy Identified,and manufacturer's reconrrnended 1. Wall mold ng Angle shape:'/e"by'A',exposes Sur!uce ins1911a1itxl InsUuctlons. prehnished to match si.l9pension system components D Ma!nlenance Materlals:Provide___._.-percont of Amoiml of 2. Hold mown Crips M&MAXbxer's standard Noe hu lire ralcr3 y main 1909 and cross lees iosleUed. nstAll,�ti0n if reouired. A .,��'r P -,r„ .?171R�� 11M�•tYp•nw.r,.,..-.M.....y;.•,>r14uL"�kM�'q'y�'?� ' �f ,+ !n Itl'�...I f b•,. V A .111 ' d�a�s� fi4r. ?+,��L �llf•1��`'�`"�"1 ''� xd `If�:utus�� rr�1.4 Z).1 l ku�r 1. I I Y t-1-11h 1 i i i i J Hanger Wrra:GRIVardZed carbon steet,sofl ten pered, part 2—Execulton preitlratchad,y101d strgas I080 at least direa limes design load fAt InaPaellun but n01 less then 12 gauge. 2.03 Fabrication A. Examine areas Io receive materials for ronditiorw mtic,I r,d; edveraely a4ec1 lnslaryght7n Provrgq wn111rn rr4+rnt.d ■ A. Manufacluring:Conform to AS1M C0351ntarmPdtatu Duty Main dlv0+epanclFy Tee Clessilicallon,dosigqtied to eufgxnl cerying assembly with inworourn dellectionof 1•�3e0 of the span. 6, pond start work(mist unanhrlactary C aNJ4lors urlr{.i:n•,,r, 6 Moln tees Roll Inangd,nen handod+ntcpral splice daAlgll,hint C W04 W he conQealod Vanty work abor to<,Wittu.I s,r9ula,1.! expansion relief fnechanlsm in aCcarrlarire with UL rq.Uiramenl9, oystam to complete and Installed In nitv'hich'wail nix;(tier, cross tied 11UIgs T-;Om ends,spaced Er o.c-,hanger e holes 0" layout and irlslalieGun of suspena On Py(tem c 11111p,31101 Ill. 1 ■ O.c.,cr_nvenlw.x q h01es spaced approx 2"o.C.In the twit, 3.02 Preparelk)n j C GrnsT lags:RUN fUlRled,IUwef flgngP extanietl and offset,In gh A. Field dittenslons in51oiler mini verify acludI h(Jld(inK'11$Wny+Y K) I4nsile steel ends olenched to Ita web,doubts lockinp and to inetallalion j hell-indexing dr+sign. 3.03 Installation D rin,sh MatAAAchlrer'a standard metal cleaning and tnlishing A cStaJald relgrenc•e Install in accordance with ASTM C01H � pfoceast0attain 0 cirselected CISCA nalallationelandarda,ULfit a•(alingclNssnccahr,ll jra,in, 2.04 Plrformance oilier opp6CnWo Code rrquirernenls P Fire-raled main tees Intermedlato Duly 9. Manulaclurrr a reference.Install in ncourdancc:vitt+ ' DXI-24 rnArWlacturer's ru,renf publications r 5upponed 4'o.c. C. Hanger Wires: I girnpla ep►fn unllnrrn k arJ-.12.41ULF 1. spacing:Splice hanger wires rn(nein toes a nulxnn,rrr of 2 Tcnsionv2lue-320I1)r• or00"o.cathX'IOng hangers d,rrctlyi091ructureabo�c Ah;uh;c wbe shall occur directly adjacent to Ilia lire erpenplor.nMrh;,n 3 Comp+e.,;sir;in vakre-418 tbs. every main tee. jB Fne-ruled cross toes t+h'1 height 2 Limitations,Du tint suppon wires from mechanical And(ur OXL424 Rlectricat ggtAprhent,piping,or other equip!rwnt UCcr irnng atovif Supported 4'ac. ceiling. 1. Simple span uniform toed-13.71tVLF 9 Fixtures at Ceiling Plovlde ad0!r+onal hanger wins where t 1 2 TensrOn vefue-3S1 1ba lighting tlxtures and/or air supply and return u-ids(x c,,t In CC!n;) J Cnmpres6 on value-3261bs D Allowable tolerances.Per KSTM 0930. C Fire-rated oroAs tees.1"heigtil E. Hold down chile Install hold+h+wn Clips when FnerulJu nal,e 9 UXi-210 weigh leap Ihnn 10 lb.rSr- SupL��rlad 7.04 Cleaning 1 5lmple span unllofm toad-33.6IbA-r A SI+spenslOn:RemnvP panel meterlal and gotlnrm any f iec+td5d!, Cleanino mainlenenca with 11alsOtvent-baagd commerce,al Tensionvalue 351 10s Cleaner 3 Con pret:9lur,value-32G Ihs• 13. InlrmyjIlately remove any Corrosive aubslanngs or rrierncats tn<c would attack pointed liniithos(i a wait paper pdheslv¢sf C. Touch u..ail minor neral( ies and t sp01e,ac acceptable,or replace damaged sections when Ioueh-up is not r)rrnuldJ(f D Painting.Repainting of suspension m9mbe(stinll i4r w th high quahly-solvent bane paint and applled as reComnlentied 1.) paint manufavlurer [. %towel of dove.Remove nil debris reaulhng t(rvn vn.,!li,!a IS fsrti0n. 10 I i try}41�' r k kubk 1.11Y 11"bI rbla� is r.eau r Donn OXLA F"itir"ated Atcaustioal t Suspension system 3pooNioation a 1 Nr;ta 10 apAol6b:The following apOVIHl ShOfl fnf r)", Fira abed 1 05 Dollvary,Storage and Hmrdlang e■;sed grkJ systOm is a guide in the preparation of a speclficaliur r for s modular exposed lee prlcl Suspension SYS19ML[)efele such A Delivoily of mDleriais fluhver materials rn iniginel ura.f,r.,:r, ger m that are not related to the parhouferDir eCt.Where blank oacha0rs cluHrly 161boled with manulaclurOr s nnn a n,�t• i spa;Aooccur,provide Inkirrnaticnincidental tothe particular project 'lescrtnbon,Pon numher lyl')r!A iri Laos,a%yppdrirU., lot which the strrx.ilicalion re prt'pared P. Sh)regeNtare in manner Thal will prevgnt warpffgc,;a r:,Ic The International System of Unite(Mehu:I Inils)la available upcm demagn of any iequasl C 118110fillU HRndle In Such manner to insure Apeinsf rdclrr,;� 5echon J9 _ dlstOr,►in or physical damage of any kind, 1.07 Pro)eot rorldhions P�1rt 1—Qfsnl�rAl A Existing condrhons•(li ctude specdlc allerauun work rPq( vininv! 1.01 Nelalod Work h)r Il)e projer_I 1 H e!ed work spRcNled eisewhere: R Fnvimnmenlal requirements f Iypsurn Board Systems:6Achon __ I Budding condil,ons Bwldiny Ahafl be ar,ciosed wiin 311 ?, Aeoilghc.al;slings;SecLon ____ wnldovis alrl eAlent)r doors In place and planed Hr,;I It N,rtx wHterllghl bekire insfallatton of suariension gygreyrr 3 rntNgru!ed As.9embba9 Serlion — 7 Inlenor lempgrdturcrhur+ndity corxhuorrq in bwul�ns<I l;i".u,l". 4 Air Haf�dllnq.98cifgn oondillone in Stage to IerANre ceiling sueclan®i(ui$}'gfRnYy!ha5 L phling SFc(ipn _� range hum @o'F(15 66'C)to 85'F(29.44 f')and nenative n,,mrui, B 'hark installed but furnilled under other 9eumtAis: rN not mora than 70%shell be mainlau ted befcrr,In glaflalNn Cr (Include npplicebkr requhenlprlta.) components. Mork furnished bol insleged underatharoeo8onI;;: C. Coordination with(ithor work 0110111 In al.plicable raqunigments} 1• (3raneral Coordinate will)other work suppounri t)y ni 1.02 System DO Odptlon fAnetiali lip through lhgceilvig,inr,iudingrnechon❑;Hiar,u Suspended Ceding syslem cni slsting of main 1e6C and cross teen slOclrical work and partition syaleraa snapped IggeihEa to form modules of 24'x%4",4 24"x 413 2. Mechanical work,EXPOWCA above 9u5pengren�vslein snail be 20"%W,for ffve Instalietion of lay-4n Act>tmtl�ll panels,air complete,@ndp:ii.n.x;r_i it healing at i i cooling Sy slemt;oiler ala tl dif ugais Ind IIQh11'rxlurAs 3 Elgcirical work,InstallAlron of conduct stove suapension Ir03 Quality Assurance system shall by complete before installation of sLbpenc on 4yslem 1 Swerien a in ns a!Ihcan of(-I iliriV or shell have stem on p, ProlOCllan.PlrlteCi Completed milk above suspension 4yt•ten oxpgnenCB in instollatlnn of(eitirlq Susppneirxl systema on proler;l9 with requirernerds 5imllar 10 requirements specified. from dArnape rh>trny Instailiii of suspension syyieni 8 RequrrSnienly of repi)latory agenclos:Qodeli r arid of Gorllpnnetils 9011nififeshave)urisdlohon. Part 2--products C Sourcaqualnycontrol:Menufar,'torrirwill proAdetecterytiftceuor. 2.01 Msnulactutar for 9u9penaion Syysatem ore required In moot perlolrtlance slendnrds spoclfied by varMus agencies A manA actuated y USO it QnKi suspension system is 1.04 taalgrencoa manufactured by USO h derrrva,Inc,Chlc;ago,Ilgnolq U ri ASTM COJ6,Standard Specific car Nigral Suspension 2.01 Materials Systeme for Acoustical Tile And Lay Ili Panel Ceilings. A Oenertal ASTM C635,commeroral qualify cold-rolled alien 13, ASTM GC,36,gecommended Practice For InstAllelian 01 Metal exposed Blirfacps prehnished in manufacturer s Slelidaid enamc Paint finish:raloi As snlPrled from marwffblvrer's siut,faro SusponGion System For AcounilrAl Tile And Lay-in panels. colors 'r ASW Ell 19,Standard Meltiode of Fire Tests of Building 1 Fire Rating UL Design Nr) (%Re 1191 of darning Constructrin and Materials, avoilehle) i1 CISCA CNIt ng Systems Inetellntion 1 landbotA B Su'epenslan system cumpenenta. L. Ilnd>rwhIria'Laboratories,Ino (UL):Fire Resistance Directory 1, rim raled main tong:(!nteirnarlfgt(,.)(I leavv)Oufy liShng arkl classification. Classification:doubts-oral)riesi' 1 i h h x 144'ianq; 1.06 Submittals rPclenputar Ing t)ulb; yb"exposGee d flange with roll-lurrne�i %'. samples Submit data f-ir gU6pen5ioll systAm main tees and OrnSs Aluminum CE p,cro681ee toles and hanger ovlre holes at J"Irony tees for Acceptance. each end enc'G o.c.;conyenance tioles gr;lpproxrrnsl^ha 2`o c. F1 Shop Ufe,vnnpl fire expansirxt rrligf rnec!1arlism 6"from one end.integral rP.,rpmitlle splflt:e5. 1 RefleCled Ggigrxj plgny:SurrTil CeilpYg euspenoion system 7 Fara-rated r„1008 toes; layotrt to Indicate ceiNnp rrcvlules and elfalvd lfghting and a. DuUble Web design, !vz'-high by(36 48".NY')la, mechanical systerns. iy eclangr�lat top bulb;'1'a exposed IlantJ w'Ith fall-lormco 2 Assembly drawklpa Indicate module dnrnensiorA,accaaan(y aluminum ct>I).high tensile steel end cfen;wred to web affA�dunerlis,and instarkllion of related components b, t7ouble w6h design,I"-high by(1'2',24")lens.reclHnt�uL' M-ular:turor's Data:Sutxiril ntnrwlacll.nrA';relefo9 cuts of hulb,iy a"exposed liange and a prApginled alurninunl algndard drawings showing th!alls oleystem With projg fcar,high lensle sleet earl clenched to web conditions clrrariyfdentiflpd,and monufaolurer'srecurnrnpnded C. Acr.,eaao;i,�n C Maintenance tnrtAllalion Ingttucllorr8. 1. Wa11 molding:Angle shape I'rY 1',exposed surlyce k V class Provide_ _. _percent of amount of prelhttsh"d to match susWtiron System comp hints mala to@s sail tt)ss Ir ea InetAlltld 2. Hok1 down Sllpg:Manulaclurer's slandarci type lar Ill@ sled installation If requirlui 11 r x l � r r I riu r ROSE CITY EraS-I 71114145.6 r'_rr� 1 USO Interiors,Inc. 125 South Franklin Street P.O.Box 4410 Chloago,Illinois 6080-447094 i i j ' l) Hanper Wire.Oilvanixed cart)on tsteet soft tempel,vwitrelohed, part 31—FI11001.1tion ` field shale load at legal three times dt-_sig„bad but rtat less than 12 gauge 3.01 Inspection 7,03 Fabricadon A Examrne a)G,13 to rgceiva rnalrnaly rhr cot id,bons in,L+n.l, ildvefseA Manufeclurrng'Conform l0 ASTM CA351nterrnedtalo Duty Mal 1 scn+rlaln�69rr Irrsldllahon Provide wnitnn report,A jAg Classdicecti def.Igi red to support catling asremhly with rr.3xKnum deflflechcrn of 1l.;6U of 1h9 bpen. Do not staff work until unsetistackny condilions are uurrilicletl i B M1,n lees:Roll formed,ncn hend9d Integral spIfiM dasign,fire C Work la be Conre9led Verily work above cc, $uepur,�rorl 4'4 PBnslOn relief mechanism fn eCCOrden00 with UL requiremgnle, Yelem Is complete and Ine181led n manner which will not alter! V OUR tee holes 3"from ands,speer d 6'a.c..Ivarlger wlrg holes 6" laycrt d and installation of suapensi,x+syilem C.ompr nprtfa o.c.convenience holes spaced atiprnx.2'0 C.In Ing tiulb 3.02 PreporoWn C C P71 thee:Roll formed,Iowa. Itango nxlerlded e'.,d olleeL hlyr+ A. Field dimensions.installer muss vi,nly actual 1 rid ri III I tensile steel ende taenched to the web.double locking and to Installetlnn j self-inclrixing daslgh. 3.03 Inslallelirtn Finish'.Manutac.lurer's elentI'll d metal cleaning and to affair caiItnlshing A. Slrandard roferbnco.Inalall m ec�ardrntr.r will n;f r,;;•t,,,t, process rn splecled, CISCA instollahon starKianis,1.71-Ire•+alrng cra,,SJit„b,•n ,,c ., - 2.04 Patforrinsi other applicable national or local code requuyrnenlb A Fire rated main lees Intermediate Duly f3 Manulacturer's releranco.Install In accatyanu(•will, DXA24 manutaolurer's current pul)Actilkins Supported 4'o.o C. Hanger Wires, 1 E4""Ple spr4n tit Oorm load-12.41WLF I. Spacing.9paca hanger wife$on main loos a mexmull r ul un i TC118pf+VgIU9--3201be. 0160"o.c atlachinyhangeredirectly toAtrucltuHHli Ahsigy I' 3 !',ornpfession yillue-4781bewlra shall ocCUr direrlly grtfar=, t to the flee expanorun notch,.)n l © Fhe-raled Cross toes 1 SV heiti,,t t; 48•Ion ovary main len 14(LA424 g 2 l Imlialluns:Do not supp011 whoa Iran mechAfi,cll&11Kj.cn �. eleclrlcaloquipmenl,plpin0,ornlherequlpalynt oC(:,nr np irh;,:t Supported W o c., ceiling 1 Siniple;pan unlfoml load-13 7 lbA F 3. Fixtures al relling:Provide tld,lilionel hanger wrra tvr,ur; Tension vatue-351tbs. Ilghbngflxlurosandrorallsupplyandielurnt:nrtst1c,::d.r,ct• 3 Compression value-326lbs. D. Nlowable Ivlerances:Per ASTM 0636 { C Fire filled cross t9es 1'hoight ay 24'long F Hold down Clips Install hold down chp0 when Fu ecu,it ,ai N•;'I } DXLA216 weigh Igss then 1.0 lb ISI 1 Supported 2'o,c. 3.01 Craning I Siinple spat uniform food-33 F ItA_' A Mahttenanop:Ranrove panel malarial and perform any 2. trrrtslon velue-a51 Ibe. olotutlnq mnintAnNnc:e with non$olvent basod cummerc,»I C IP.aflef 3 Gofytpreee+on value-32e Ib$. A. Irnmedlalely remove any Corrosive substances o r:hon ictus tha would atterk painted finishes(l.y,wall pt 1 ' aper adhesrvee I C. Touch up AN rrdnor scratches and spolS.as ecoeptahlu .a ftaplace damaged sections when Irmch-up is not uernuutn! D Painting:Repainting of suspr;nsicul m9rrljers Shall tic will,u high-quality-advent base paint and Applied as rec.u•nill" u t {,shit menufaclurer. F Removal of debris.Remove all dii is resulting Iran wejiF,of Il+,y Saipan. i �t SY ,,44 rr'e kcW�.qq mo tnr,M,arkf I US r�Mroq,v4 tPffi—y,AcxxN rOfJE"N 1RA/OHP•.O,N r,•.tYN,rMIfi4700e". bAftC�in1Up5A 4.4 19111 VG Irdnyi�4 rr� V r- •,�F��^*l�kdt�aFloar+r�orr.Y�,... s .:, _. : . ,,• r, 1 , 1•:11`'•Y 1. 1 1 r lit Hb 1 Fire Rated Ceiling Sptemg _NtM/t.tMj M 1^4Munt111oe ' tIY P044,40, IIMti"AdL9FtB, tatArwttirtw I1e�1AYy fM•Awiw. X CrIA41 Me }►H et alta Arne tAer•heelln 11e1dM AFIerCtlllwaee�ee�utl�Bel`MrtFlewlhM -diii0lel - - Ir�eee/�Ild fJ.M*p te•i Prerle �_-_�_ �t��'R�A + ��.,��w A1J JIr.R;J»U MBA Ar -0 - J nr.UM Z M 4 ,TNERMAF7O[IT !ov 4-1171 tet%,h FroerICtlYlp;211'Cma Ut,Cee41L,r Delrl .. I. .Ltr9 Yrd ! _ AMM W 12 x 27 as0/�_7Ar.R•)hr.UR OR 1 — jar+ ',f.-MAPA - ✓iO4 2h lRl1-9 _FR•1,!►R•xl _ ' 'IFMTen1 u 9M4-11X 1NAo.ln �' DORI.elRnp.iN'ConriMe.CilrYhlrMpt�• f 2 hr.up aft I;FR�9 FA44 ! Will r AO ' 2 fe.UEIA 1'14.1;M;T•Stl b, 1HCtIM4rI/ER Uri !by4--94%c4ftod 117 tq�M. 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Reu/CUDrp►R'Coro a»,gRxLtr pntA Bum 111111311 min FteerOeAM Rahn Ceeaebt11111fIN"waft mew added -- bNe►t MIl 111 eel lry4e/,rA , � R t Ar,UA 0R•1;Fol 41-F-1-4 --- 4--24,1 4 4!By t nllRlVVtet>f tt4�B '— R1Dy ty/1FA 29yhrp 7 Ar, M,f#xf;pl{•y!;FR Bt 40 yy by Aplpy�OaAI•m IloraCMlhp 2 h'p)nrr.re CENrlx a - __ __ _ Ruled beck Brin W9 R M )27! 4 IT m; r,UR 0R1i;FddfA4Ml tet4 111CRhM71Rt•AIFYa 4byH%� Ment' -- -`- iiriY It lft;fll•1f>t 2114 T2pd AcrrlbN T►M RnodCMllnl�f'fr tenWu;Cp4,larm Read fwk Bum W for 21 / -C1Aenle red mel Jells irper�Rrll_I�e>tltsl4rhed4 --^..•--. 72n — - _ CR-1 ny! ,THIRMAYIN'iR 7byt 11% Men h-.----- ►borfCelln,9'Cmen1A'.M4WLelh '- _ I hr,UP - FA{T;iR xl I by 4 y LPN TaR t eo,Alki ha - -- - r - ~ 1hr,R9be,UK Bn•t'Fg4 - _ 1O.hrJAIM24'ea 7 h'.LIN" t by l' A TItrRNApBNI t by 4-x4% 114M1tar7CrYn�J It CnncnIR MM41 LAtA orOrat -- -- FR OI M;T K1;Iif 1/' I1P1 FYI a rlt;Aebuelaft em.. ttr Mr Jehte!4" 1291 2A.,qnr.;R QR•1 FR-04 tby ttby4 T!1lRMMItBF,A _,.__ _ 2 M,UR rn. rim 24 Dy 4 UTO T e M tO b�yy M.IF ty 48 97R eq M. FiO1lRilirq Of Go,wele;Mnd LIAR -- y1pp 20 110 2441% f 1'Irr Jolt'!24'a Jro c .-__.ZD by Go '_At70ue/nIam 01101 y2--.r211, ( ,. t M,R,t tr,11R BR i;FI443 JR h4 Z jry 2;t 8 fFIFRFIAROFn FItYI-- 241111 N ly 4l 21r Tt,46yy a npoACNln(r 2 t'Uen�ielir alt L/lha Deel 21 .URA IR 4 M.FII k1 t 4;t0 Be lyq ffi ACelMlwl 4oa M by 24:14% 113110111.n.'2 by 1 1D lir tel'►Jo-e r;11tm ire x 12 — - FR-!f2 30 by m t by tip 3001 f7B Id�n. -M :t"9 -2h,gq OR 1;FRp TFIERhweFi !hr,UR 111-1,FR* y LFI% fi byy" 'J/% ~19t 1n.M Rco11CtRMQ;1*tkdvmt MNtI nh-' tr,URO FR x1;t1fXt 2Dlitf0,..,' TYMT WD>tel't•-ft trImmBerlellh44'ao.:erILIMro►y m )2t2 ter,R;t M,Vq p:-CI 91y t tRFJIMW1Of11 lWB - - 41n,URB _ Tlrl 21ry/ 1lX 6t'ae.N. 1100^111144;i It CeacieFA;MA1Leib'- --- 7'11 Willer Joist 24-n.l.;Mire W_I x 21 2IV,U0 _ 21y2 TFit1tMMMFR `------ tq.O9 tby4-IF% 9/eA In - ►IN4 - UM TeelAcoalmlto•l FloorIC11A1►:4R'CencMr{MdeiIJMgQeA x M.UAA 10-Bir Jdo 2Mal.or lhmAa Byterll ... -----• Quinllepy9l t»R t Ar,tlR AP _ _ 14,: UAR 2 by! 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AwuNlallfMR •ht:,�:; .; _ 4201 I(hr,R FR41;M;ON 1~2 if 4 11;Fg1(AFIBBA U, 1 11 IR ;It bl 4-0/x ',v' 113 to,h'. -IIOJK rMnrT,5toe1 Ow`1114 t'hnYblon X)h,11R 11 hr,U111 f R•Xt Aloeehal soq ; '' t Mr filly 00'o n ,4ArdAoanFEN,me /IMItMA1RtTEtLt��e1r11111111fMePpy/�,MXFIM ollRWMFooteb G.Fre[t 6 IAOIEACILA'F'FI1lerrd Wiry tlu I„011 1•Ill L910e,IhePn Omrd A+arrM, n1eY lkRlred h,Rn Flruured M.0ninl 99,f7m'u on, W.lMte DIAOI2R,1 Flarund ndllrp rip FRn PttlPrkhd II CORN AP,FmKC4Aclln.Irnlanrdrrlloolip F11X1.01111,101MMISANIA glyd0anrgptoWc FwtXm AA aTe!/!NI RXt•FO(.PS AHLUl7A0A(lot I Celkp/MIRY AP•LIREAA IXPAMIUK,SANnRyl,FrV G A-j",-F'FY•urto t li1Nqp,PAIms FA43.OPRIN Rio 01t1Q_Ortel llleowd,Nlhd!A�Wnd O,OmA¢0.Fk[urM Pi.ryrro a td It Ah t.MAN FKPOV0101115,RAWIRIFT,Fr¢71,MMtM'f'FTnumgf teid'q MMIC fdNlfid,POIk FAf,1:1��=nom'CLEM ROOM filling gruel, F1Umlt>rellelfreNa lade/aeab �' M44•fft411111111fiff I•WrAN0W106 FGGR,Oyl'sum Lw 1n thine stmt& FR-4•CMIC"I'lim6 5*2 Poets M um Matron Too 1 �1 i M�IAL LE eeA n1 pttRllS lt'R 1'Buell 1X� Gil 0ril heuw,Rrrinlldral II,O,AnI JO.fi"W W%xfttti. ` en-01=t1rnnl►iwred,e#`oRw.oe it,0n►F 1r.,11etwdaotFrgllY i7tT�� '�rr , t ,•. '- ,��N, 5wIm1fAW4tnt.�W" j'; ':X�'`�1.»evM a`;„;`�tRf'°�M+;n*fi '.�^',�ti^.'�'h..ajgOfrvp .. ,. FRHNK` PAOLA 303620196 P. 01 7 •-- • ! � '� ._ J!_ytil ---• '•�~ � . _ �_�� o� � r �►� Lyl I CSV't'k� _ L.QCv. - s4. 41 �////,,�� _ .. n_ je 4 1 o rLgoI �rF, _ t � ._...._...__..._,. .._.��. . _._._ �dam':_... .___ _..._._ . ...___. •_. ... •w - 4 .` FRANK- PAOLA 3036201598 P. 02 June 6,1994 Page 1 of 2 J i Catalog Section,Audio Visual Appliances 1 NOTIFIER® GX-Serlea -_ r Division of Pittway Corporation New UL 1971,Constant Flash Rate t - l GENERAL 1 Tho Gentex GX Scries are high quality remote signaling de- t vices that offer both audiblealarms,visual alarms,or a combi- Hellon of both. The OX Series are available in Fire Alarm Red or Beige faceplates with a textured grain finish. Thr:se plastic faceplates a permit attractive flush mounting. Ibe OX Series with the 151."..and 11(kd models meet or exceed the requirements of 4.28.3 of the ADA. 'the GXS Series and GX90S Series, at the 113 Ha Itlash rate, N have no peak operating current and only a momentary start-up current, while the 1 Hz flivii rate appliances have a minimal peak operating current normally less than a 17 percent increase from nominal operating cun-ent and minimal statt•up current. a � Rated Current Rated Current Light Draw® Draw a Max Peak Nominal httenaltY Nominal operating Flesh dh O Notes: Modol 0 Voltage In Candela Volta a Volta a RatelMln. 10 it. All 24 VDC models operate from 21-30',' X90.2 _ 12VDC 12mA12rnA 90 -20+ 1096 7X944 24V6CT ISmA- IBmA 90 All 12 VDC models operate frtnn 10.16 V1 1, IFMEM MMM AN!• -20+ 1096 113-2-15 12 VDC 15 _ _ 115mA _I 16rrA 40 24 VDC models have the following swi,ur iXS-2-1676 �12VDC 15`UL 197 1) 209mA 240mA 60 currents 5 Mt.1638) I5cd 100mA X5-IS 24 VDC 1. 15 36tnA 33rnA 20 IScd 1 l4mA 1 flash per tea sX9•A-15.1 24 VDC 15 78m_A 69mA 60 Y 137Sed 0mA - I10cd 220mA X&4.1676 24 VDC i"5 i'UL '97 1) 93mA 77mA 110cd 148rnA 1 flash per see 5 f,VL 1638) 12 VDC models have the following Asan u -4-1)6'_ 24 VDC 110 6rnA 77rnA 20 currant: X5d-1141 �24 VDC 110 _ 220mA 179rrA 60 l5ed 1811mA '3X5-120-177 120 VAC 17i 400mA 60 1575ed 324mA 24 VDC models hevc the following peak "X9(13.7.15 _ 12 VDC 15 _127mA 40 90 operating 15(UL 197 1) current: X90S•2.1576 'VDC 221MA 80 90 ISM 36mA _ 5 PUL 1638) 1 Scd BarnA 1 flash per sec X90"As24_ _ _ VDC 16 _ 51mA_ S1mA 20 90 1375cd I10mA X9054-16-1 24 VDC ' 15 93" 81mA 60 I toed I10MA 15(UL 197 1) — 110cd 240tnA I flash per sec XOOS 4 1676 24 VDC 6(ill 1638 1081,111A 95MA 60 p X90S•4•110 24 VDC 1110_ 1 06M 951rA 20 90 nPProvals X906•!1.110.1 24 VOC 110 2.'S5rnA 197mA 60 90 BFP CSSFM 'UstinO 138--569:113 WHEN PLACING AN aftOER:.ndd the following to the and of IM modal number: ••Usdng 7120-689:114 (For svobe orders only) (All Went) UL 464,UL 1971,UL MM 'W"- Wal mount and 'R'-Red faceplate ULC "P".Plain(no lettering) •B'a Beige lamplate 'C'w Calling mount We try to keep a$prodaet Infannatln t up to dots and accurate.We and ewe-41 sPKtnc aPP1lations ISO-9001 a anticipate a0 ragelramanu.All apr cinestler a aro abkci le change rrtheut nralee,Pa(nen Infiea4- 49%&,ntroNpTlF1F$. Phene:(2as)ee4lttt FAX CM)4+7 1111 Engineering and Manufacturing Quality Srsrem Cettifled tqq 4 MIrerar1131% 12C7intonvilleRad,NonMmf,C«macticm 06472IrllrmalinnalStandardISO.901JI 1 Y wA.M IA.11 a mip( } i 1 y MiAk FRANK' PAOLA 5036201599 P. 03 1 HG / SHG Series "' NOTIFIER Electronic Horn A Division cd Pittway Corporation II Catalog Section: Audio Visual Appliances 1 0 1 February 20, 1995 Applications The Gentex HG/SHG series are quality electronic signaling devioes that offer you both dependable evacuation signals and visual alarms or a combination of both by simple terminal wiring. The SHG series can also be wired to have Indepen- dent operation of both horn and strobes. (See :airing dia- grams). This can be simply done by removing two jumper plugs located on circuit board. (See Installation manual for details.) The HG/SHG series are easily field changeable from a steady SH4 HG low frequency alarm signal to a pulsing low frequency alarm signal by simply removing a jumper plug. Changing from steady tone to pulsing tone does not prevent reverting back to Ap hovels original tone at a later date. All units are shipped from the • 8FP factory in the steady alarm mode. • SSA/MEA #412.91-E The HG/SHG series are designed to be used for both new CSFM #7135-569:115 • NFPA 72 construction or retrofit projects by easily mounting to 4"elec• UL 464 trical boxes or 2 pang old work boxes (see back for details), All HG/SHG devices are UL 464/1971 listed for use with fire protective systems and are warranted for 2 years from the date of purchase. ArchiteJ & ingineor Sp9elfications The alarm signal shall be Gentex model Standard Featurox or approved equal and shall be listed by Underwriters • Low frequency/penetrating output. Laboratories for Fire Protective Service hearing impalreid, • Low cun ant consumption 17mA @ nominal voltage.(1-113124) The model shall also be listed with the Califon- • Wide voltage range, nia State Fir(3 Marshal and free Bureau of Standar - and • Screw terminals,separate In/out wiring option for both horn Appeals(NYC). and strode. The alarm signals shall produce a sound output of 90 dBA • Steady or pulsing tone. or greater peak as measured in an sr%echoic chamber. • Textured finish high,Impact plastic faceplate. The alarm signal shall be capable of changing from a • Wide variety of mounting options for new construction and steady tone to pulsing without permanent alteration to the retrofit applications. unit. • Supplied with beauty plugs to accommodate a variety of Maximum current consumption at 24VDC for alarm horn Inetailations, only shall not exceed 17 mllllarros and the maximum cur- • Simile maintains constant flash rate(1 per sec.)regardless rent consumption for hornlstrobe using 15 candela shall of Input voltage. not exceed 140mA ® 12VDC and 95mA ® 24VDC. For • Flush or semi-flush mounting without the need of a trim those applications requiring the higher candela output strobe with alarm horn,the strobe output shall be 75 candela. The plate. current consumption of the stro"l (1575) shall not exceed • 15/75 candela strobe option (ShG12-1575 and SHG24- 93 milliamps G 24VDC and 209rnA 0 12VOC @i 1 Hz,and 1575). Meets ADA 4.28.3 requirements. combined with ainrm horn shall not exceed 110mA • All 11ocd models exceed requiroments of 4.28.3 of the 24VDC and 226mA 41 12VDC. ADA. The alarm signal shall be provided with screw terminals for in-out field wiring,the strobe shall be capable of operation Independently after horn has been silenced, We try to keep our product information up to date and orcurate.We can't cover all speclrrc applica• 150-9001 tions or anticipate all requittmenu.All specifications are subject to change without notice.For.,are Fngineerin and Manufactuenq infentution,couact NOTIFIER Fherx• (2nq 4ga_7tG1 PAX,(2031)484.7118 �NOTaFataa ILClintonviik Ruad.N•nhroed,fonnv.Ucut M172 Internadnnai SlandAM ISO-9J01 Meda In 0H U 9 A. Papa t of 2 ,nvuai,:Kaw,,..,_ . . . . , . ...., ,• .._: . .. esCf7�'1PMaA�1 +y-uA� l I , yi FRANK` PAOLA 5036201536 Pool � f - I f1ln NEW ourfnl new CW TOMAv111aMie LIC n " o1 °p��e1giaiWwf ! 9m ee e10 ftMeles VoMnhhyyln Condole , , v • H01l4 10-90 1 fliftA 100 lt•1 Lille _.0` 1 157mA 197mA 90 , SH1312.1 S7 S 10-16 60 15(UL 1971) 220" 257mA 90 78 UL 1638 89002+•1S 21.30 20 1S _SOWN, SImA 98 8HA2!•ts-1 21-SO s0 18 96M% 86mA 9S " a 18(UL 1971) � SH024.157&w 21.30 50 122ntA 108mA 95 �..G_ 76 UL 16M e. 61-1024.1575•c 21.30 e0 la(UL 1071) 13-ImA 121mA 9s 76 1_ 938) 811p2a410 I 21a0 20 110 iv>rT1A 9eImA os OCP 11/ ' � • .-1131 21.90 e0 110_ 227mA 200mA 1 96 Nets:2AWC 18 candela unite have a start-up curreen at 11 4m l 1575 osndele units have a 0an•up current M 140n1A(wall)140mk(0416ng) 110 candela units have a sten-up currant of 250mA al I H: l 12 VOC 18 candela u1Ns have a sisa-up current of Isom A 1575 have e startcurrent of 92ImA WHEN PLACING AN ORDER:add the following to the and of tha model number, 'W . Wall mount and 'R' Red faceplate To = Plain(no lettedrng) 'e' Belga faceplate 'C' = Calling mount O O TJ � n O O O r 0 Wiring DiagreMti A t10ND11NAWeNelFluwvow6RWINR1NALl1L wwe_ej � Tff 'd e $NG 569012 WITH MORN AND aTRON POW2geD INDt►eNDGM1LV, MOTs g6fA046*UIOUIT COVER NDWIMO AND REMOVE JUMPtM 1 AND e. AEPIACa N:k"AND PROC66D TO"M MOM INTO GRCIeT F.OLP G 1 [oLR NOTht POWER 18 SUP PLC)TO DEVICES WHEN CONTROL PANEL 18 LATCHED. 4"square metal/non-metallic switch/oullet boxes 2'/e"deep minimum , Oangable 2 pang switch/maennry ouPet boxes 2'/e"deep minimum Page 2of1 'a.